HomeMy WebLinkAbout6148-6178 Daerr Ridge St%V8d" caw" Double 16" BCI@ 4500s-1.8
_ERED��M
1 st FloorTloor Joists\FJI (il 553) (Floor Joist)
BC Design Engine Member Report Dry 11 span I No cant. 124" OCS I Repetitive I Glued & nailed March 15, 2023 11:07:13
Build 8548
Job name: File name: TTHl-9.mmdl
Address: Description: 1st Floor\Floor Joists\FJ1 (i1553)
City, State, Zip: Specifier:
Customer: Designer:
Code reports: ESR-1336 Company:
1311
19-05-12
Total Horizontal Product Length = 19-05-12
IIIIIIIINM—A
132
Reaction Summary (Down / Uplift) (lbs)
Bearing Live Dead
Snow
Wind
Roof Live
B1, 2-3/8" 854/0 213/0
B2, 2-3/8" 1122/0 280/0
Load Summary
Live Dead
Snow Wind Roof OCS
Live
Tag Description Load Type Ref.
Start End
Loc. 100% 90%
115% 160% 125%
1 FC3 Floor Decking (Plan Unf. Lin. (lb/ft) L
00-00-00 19-05-12
Top 41 10
n\a
View Fill)
2 FC3 Floor Decking (Plan Unf. Lin. (lb/ft) L
00-00-00 15-10-10
Top 39 10
n\a
View Fill)
3 FC3 Floor Decking (Plan Unf. Lin. (lb/ft) L
16-00-06 19-05-12
Top 41 10
n\a
View Fill)
4 FJ2(il526) Conc. Pt. (lbs) L
15-10-10 15-10-10
Top 417 104
n\a
Hole Summary Description
Center Elevation Ref. Height Width
Shape Orientation
H01
08-00-00 8" L
12"
Circular Horizontal
H02
12-00-00 8" L
12"
Circular Horizontal
Controls Summary Value % Allowable Duration
Case Location —
Pos. Moment 5551 ft-lbs 67.9%
100%
1 10-0774
End Reaction 1402 lbs 59.4%
100%
1 19-05-12
End Shear 1382 lbs 35.0%
100%
1 19-03-06
Hole #1 Shear 396 lbs 36.1%
100%
3 08-00-00
Hole #2 Shear 320 lbs 29.1%
100%
4 12-00-00
Total Load Deflection L/694 (0.332") 34.6%
n\a
1 10-00-00
Live Load Deflection L/868 (0.266") 55.3%
n\a
6 10-00-00
Max Defl. 0.332" 33.2%
n\a
1 10-00-00
Span / Depth 14.4
Hole Location Valid
% Allow % Allow
Bearing SupportS Dim. (LxW) Value
Support Member
Material
B1 Wall/Plate 2-3/8" x 3-1/2" 1067 lbs
14.7% 45.2%
Unspecified
B2 Wall/Plate 2-3/8" x 3-1/2" 1402 lbs
19.3% 59.4%
Unspecified
Cautions
Distributed side -load and/or concentrated side loads exceeds allowable magnitude for connection
design. Please consult a technical representative or Professional Engineer for the design of the
connection.
All multiple member 16" BCl@ 4500s-1.8 applications with side load or unevenly distributed top load
require filler blocks and fasteners. See Boise Cascade Technical Note IJ-13 for further information.
Page 1 of 9
INDEX GENERAL NOTES:
LOT 133 - PULSAR 'OR' DETAIL SHEETS
I .
CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE BUILDER FOR
FLO.1.11
FLIA2
SLAB PLAN XY
FLOOR PLAN V
D-I DETAILS
D-2 DETAILS
JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED TO
FL 1.12.1
FLOOR PLAN OPTIONS
D-3 DETAILS
THE BUILDER.
FL4.12
SECTIONS
D-4 DETAILS 2.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES, REGULATIONS, AND FHA/VA MPS.
FL 5.12
FL5.1311
ELEVATIONS V
ROOF PLANVY
M DETAILS
3.
ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED.
FLS.12
UTILITY PLANS V
4.
ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) AND MUST REST ON UNDISTURBED SOIL CAPABLE OF HANDLING THE BUILDING LOAD. CONSULT LOCAL
ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES.
LOT 134 - PULSAR'KR'
5.
CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS.
FLO.I.7
SLA13 PLAWIC
6.
IF BACKFILL EXCEEDS 41� AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE.
FL 1.
FLOOR PLAN 1C
7.
ALL WOOD, CONCRETE. AND STEEL STRUCTURAL MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL BUILDING CODES
FL I .:I
FLOOR PLAN OPTIONS
WHERE APPLICABLE.
FL 4.
FL S.:
SECTIONS
ELEVATIONS W
8.
ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS OCCURRING DUE TO A
FL 5.13,7
ROOF PLAN IC
WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC.
FL &a
UTIUTY PLANSIC
9.
THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY
LOT 135 - PULSARV
AND SAFE STRUCTURE.
10.
EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -7TH EDITION (2020) RESIDENTIAL AND
FLO.I.9
SLAB PLAN V
STM C 1063. ALL LATH AND RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 lt2 INCH I I GAUGE NAILS HAVING A 7116 INCH
FL 1.10
FLOOR PLAN V
HEAD, OR 7/B INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME
FL 1.10.1
FL 4.10
FLOOR PLAN OPTIONS
SECTIONS
APPLICATION TO FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL AND ASTM C 926. WEEP SCREEDS SHALL BE A MINIMUM OF NO. 26 GALVANIZED SHEET
FL5.10
ELEVATIONS V
GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED
FL5.13.9
ROOF PLAN V
AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTMI C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE
FL 6. 10
UTILITYPLANSW
THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. STUCCO APPLICATION AND CURING PER
LOT 136 - PULSARAR'
FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL OR IN ACCORDANCE WITH ASTM C 926.
11.
CHAPTER AND SECTIONS REFER TO F.B.C.R. - 7TH EDITION (2020). NOTE: ANY DIMENSION AND)OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER
FL 0' 1
SLAB PLANR
SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS% ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED.
FL 1A
FLOOR PLAN W
12.
IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A. 70. N.E.C. 2017. F.B.C.R.
FL 1 1.1
FL 4'
FLOOR PLAN OPTIONS
ECTI
'LEVA
7TH EDITION (2020). AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES.
nOMSW
13.
EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW
FL 5.13
ROOF PLAN W
Ih
MUST HAVE A MAX MUM CLEAR OPEN ING HE IGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM.
FL%l
unuTy PLANSW
14.
ASPHALT SHINGLES (IF APPLICABLE):
LOT 137 - PULSARW
WIND RESISTANCE OF ASPHALT SHINGLES - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6.1.
ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO
FL 0. 1.7
SLA13 PLAN'K
UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING
FL 1.8
FL I.&I
FLOOR PLAN IC
FLOOR PLAN OPTIONS
WITH ASTM D 226, TYPE I OR TYPE 11, ASTM D 4869, TYPE I I OR TYPE IV OR ASTM D 6757 IS REQU IRED IN ACCORDANCE WITH SECTION R905.1 1. FOR ROOF SLOPES
FL 4.8
SECTIONS
FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11. ASTM D 4869, TYPE
FL 5.8
ELEVATIONS IC
IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.1 1.
FL 5.13'7
ROOF PLAN *IC
15.
TERMITE TREATMENT WILL BE DONE USING SENTRICON TERMITE BAITING STATIONS AND AND SHALL BE IN ACCORDANCE WITH FBC(R), SECTION R318 AND ALL
FL SA
MLITY PLANSW
RELATED SUB SECTIONS.
LOT 138 - PULSAR'LR'
16.
UTILITY EASEMENT: USE OF THE SUBDIVISION FOR UTILITIES, INCLUDING BUT NOT LIMI TED TO UTILITY EASEMENTS AS SHOWN ON PLAT, SHALL BE IN ACCORDANCE
WITH THE APPLICABLE PROVISIONS OF THIS DECLARATION. THE DECLARANT AND ITS AFFILIATES AND ITS AND THEIR DESIGNEES SHALL HAVE A PERPETUAL
FLOAA
SLAB PLAN
EASEMENT OVER, UPON AND UNDER THE LOTS (INCLUDING BUT NOT LIMITED TO THE UNITS) AND THE COMMON AREAS (EXCLUDING THE CONSERVATION AREAS) FOR
FL 1.9
FL 1.9.1
FLOOR PLAN 1:
FLOOR PLAN OPTIONS
THE INSTALLATION, OPERATION AND MAINTENANCE OF UTILITY IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO ELECTRIC LINES, WATER AND SEWER PIPES,
FL 4.
SECTIONS
TELEPHONE LINES, COMMUNITY AND / OR CABLE TELEVISION AND SECURITY AND OTHER COMMUNICATION LINES, EQUIPMENT AND MATERIALS AND OTHER SIMILAR
FL 5.:
ELEVATiONSU
TELEVISION, RADIO AND SECURITY CABLES AND ALL FUTURE TECHNOLOGICAL ADVANCES NOT NOW KNOWN), FOR SERVICE TO THE LOTS AND OTHER PORTIONS
FL S. 13.8
ROOF PLAN'L`
OF THE SUBDIVISION, PROVIDED THAT NO OWNER'S NORMAL RESIDENTIAL USE OF SUCH OWNER'S UNIT SHALL BE INTERFERED WITH IN ANY UNREASONABLE
FL 6.9
UTILITY PLANS I:
MANNER.
LOT 139 - PULSARV
17.
EXTERIOR WALL ENVELOPE: BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 107.2.4 OF THE F.B.C. BUILDING BY PROVIDING
ALL DETAILS LISTED UNDER THIS SECTION. INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING
FLOAA
SLAB PLAN'Er
DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED.
FL 1.2
FL 1.2.1
FLOOR PLAN V
FLOOR PLAN OPTIONS
18.
STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (7.11.4.1 THRU 7.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND
FL 4.2
SECTIONS
DELINEATE AREAS NOT MORE THAN 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION
FL 5.2
ELEVATIONS V
OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE
FL 5.13' 1
ROOF PLAN'S'
EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS.
FL 6.2
UTILITY PLANS'Er
19.
FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR
LOT 140 - PULSAR'N'
DIRECTIONS, AND AROUND ROOF OPENINGS.
APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY
FLO-1.10
SLAB PLAWN
OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SH ALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL
FLIA I
FL 1.11.1
FLOOR PLAN W
FLOOR PLAN OPTIONS
FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R703.8.
FL4.11
SECTIONS
20.
WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION
FL 511
ELEVATIONS W
INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW.
FL 5.13.10
FL ell
ROOF PLAN W
UTILITY PLANSW
21.
ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT
THE TIME OF APPLICATION FOR PERMIT.
8-PLEX BUILDING - A
MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION,
OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL
A 01.1
SLAB PERIMETER PLAN &PLEX
WORKING SPACE AT LEAST 30 INCHES (762 MM) DEEP AND 30 INCHES (762 MM) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE.
AO,1,2
A I'l
SLAB PERIMETER PLAN 841LEX
FIRST FLOOR PLAN "LEx
DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED A MIN. #26
A 1.1.1
FIRST FLOOR PLAN "LEX
GAUGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
A2'l
SECOND FLOOR PLAN S-PLEX
FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 MM) ABOVE THE FINISHED GRADE AND SHALL ALSO
A 21_1
A 51
S E=T*
CL =.PLANS`P�
CONFORM TO THE MANUFACTURERS INSTALLATION INSTRUCTIONS.
ASAA
ELEVATIONS84UD(
AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING
A 5.1.2
ELEVATIONS B-PLEX
COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE
AS.1.3
A 51-4
ELEVATIONS 84`LEX
ELEVATIONS S-PLEX
APPLICABLE PROVISIONS OF SECTIONS M1411.3.
A 5.1 .5
ROOF PLAN S4`LEX
A 5.1.6
ROOF PLAN 8-PLEX
_.1-P% �- L-^b.- I I , lr
1 14 VL__
WrNpREVAILING
S
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F-S FLORIDA SUP04 � CODE
t4ATIONAL ELEC-TRIC W F'
MF (gy OF ZEPHY 114US
AND T "I'L I
ORDINANCES 17� IEW DAT
ZEP I,
WINE
1 0,
T2 1
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8-PLEX A
LOTS 133-140
PLAN 1386 PULSAR SF
TOTAL BUILDING SF
NAME I
AREA
AREA
FIRST FLOOR
158B SF
FIRST FLOOR
14M SP
SECOND FLOOR
1798 SF
SECOND FLOOR
165M SF
HEATED 1386SF
HEATED 113W Sr
GARAGE
12M SF
_____T_
IGARAGE
1771 SF
IPORCH
132 Sr
I PORCH
1249 SF
I PATIO / GOV. PORCH
jWSF
IPA-no/cov. PORCH
1640SF
,,-N,,F.TFn 338 sr
JUNHEATED 2660 SF
CM
+
0
11-22.?!W FOR I
FVIFW I
I REVISIONS: I
These drawinits are the
pfoperty of Stadight
Homes and are not to be
utilized for wristInIction, or
copied in part or in wtole
without permission bw
the builder. 0 2023
Staftht HoimM
LAST REVISION
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SHEET NO:
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ISSUE DATE:
11 .22-2023 FOR
REVIEW
REMSIONS:
�LOT 1331
-
12 12
5 5
These drawings am #w
properly of Sww
Homes and are not to be
ROOF TRUSSES PER
STRUCTURAL ENONEER
utilized for constniction, or
copied in part or in wtiole
without permission from
the builder. 0 2023
2ND FLOOR PLtLT ........
Starlohl Homes
LAST REVISION
BED 2 OWNER'S
BED
�"FLQOR FIN FLFTL
................ . ....
. . . . . .......... .......
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ENTRY
W
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MAINTAIN FAN
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OF �ATER CLOSET
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FL 4.12
ELEVATION KEYNOTE LEGEND
E2
MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED
E4
W SOLDIER COURSE
E5
ROWLOCK COURSE
E7
FYPON OR EQUIVALENT LOUVERED VEW. SIZE AS NOTED
E9
CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST
INSTALLED AT ALL ROORWALL INTERSECTIONS
-BE
E12
FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 504X4 CORNER TRIM BOARDS
E13
FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4.4 CORNER TRIM BOARDS
E15
FIBER CEMENT PANEL SIDING W/ IX3 BATTS AT IS- O.C. (VINYL BOARD AND BATTEN
SIDING)
IX FIBER CEMENT TFUM OR EQUAL. U. OS ZE A'S NOTED
E17
IF �
ALSE WOOD/VINYL SHUFTERS. TYPE AS ",SIZEASNOTED
* =EGRESS
JALLWINDOWS WHOSE OPENING IS LESS THAN24'ABOVE
THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN
72" ABOVE THE OUTSIDE WALIONG SURFACE MUST HAVE
WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE
FLORIDA BUILDING CODE 7TH ED] TION (2020) RESIODMAL I
A,
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CAP
ISSUE DATE:
11.22.2023 FOR
REVIEW
REVISIONS:
These drawings are ft
pMerly of Starl�ht
Homes and are not to be
ufted for consbuction, or
Copied In parl or in whole
without permission from
the builder. 0 2023
Stafthl Homes
LAST REVISION
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ISSUE DATE:
11.22.2023 FOR.
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REVIEW
REVISIONS:
El
FAMILY RM
WNER'S
BED
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91 1 " CLG,
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REQUIRED PER
STATE AND
BUILDING
LOCAL
CODE
These dmwhp are ft
DI on:
SHWASHER
Prot" of sww
Homes and am riot to be
utilized for wristructim, or
DISPOSAL— KITCHEN
V
copied In part or in whole
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without permission from
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Staftht Homes
NOR-
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1 -71
HVAC
...............
CROWAVE
SERVICE
PANEL
LAST REVISION
STANDARD ELECTRICAL BOX HEIGHTS
REC. TO LIGHTI
F�RE�0.�W�. S H SWITCH
ABOVE
TO UGI-rr/ 30A. ELEC,
-SWITrH. WATER HEATER SERVICE PANEL
BELOW
KEYLESS
SIZE AND LOCATION
LAST SAVED BY:
GHT IN
Tne
GARAGE PER BUILDERS
SPECIFICATIONS
W�
AND LOCAL CODES
ELECTRIC METER
BED 3
TELEPHOME1
TELEVISION
SERVICE BOX
ENTRY
3CD NA"CLO.
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2
BED 2
ILING
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OP ENER
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SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES
OVER BATH CABINETS OVER KITCHEN CABINETS
SECOND FLOOR PLAN'O'
INOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR AC CONDENSER (NOT SHOWN)
FIRST FLOOR PLAN'O'
I-
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1!/�WAT;�;Z�YO'� - l'-U'AT I I" X 17'LAYOUT
1" 0" AT
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NOTES:
LEGEND:
PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL OODES,
PROVIDE AND INSTALL ARC FAULT CIFICUIT-INTERRUPTERS (AFCQ AS REQUIRED BY NATIONAL ELECTRICAL
CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES
0
[B —
ST
ALL EXHAU FANS SHALL HAVE BACKDRAFT DAMPERS
FANILIGHTS IN WETIDAMP LOCATIONS SHALL BE LABLED"SUITABLE FOR WET OR DAMP LOCATION&*
=WTF
ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE
CONTRACTOR SHALL
M�D PIW"SOW LGHT FMIURE
—M�DUM�
DETECTOA
�.ED
M���SL"O�m
BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT.
PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING OODES+
(E) �TAT
PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERRUIPTERS (GFQ AS REQUIRED BY NATIONAL ELECTRICAL
CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING OWES. mu�
ELECTRICAL TO PROVIDE
CONTRACTOR REQUIRED DIRECT HOOK4jPSlCUTORFS
HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS
ALL ELECTRICAL AND MECHANICAL EQUIPMENT
$ 1 �EVAY—
—A�R�=
SHEErNO.
(FURNACES, A/C UNITS. ELECTRICAL PANELS, SANTARY SLW PITS.
DRAIN TILE SUMP. AND WATER HEATERS) ARE SMECT TO RELOCATION DUE TO FIELD CONDITIONS. E�
PROVIDE POWER. LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANIUFACTUREFrS
@6
PXVI"DE Ahl�, INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS, UNITS MUST BE
F
FIL 6.12
RD RED NTEROONNECTED AND PROVIDE BATTERY ahCWUP.
WALLLEGEND
FULL HEIGHT FULL HEIGHT
2X4 WOOD STUD PARTITION MIS WOOD STUD PARTITION
STONE VENEER DRYWALL OPENING HEIGHT
AS NOTED ON PLAN
BRICK VENEER
STUD WALL BELOW
HEKIHT AND STUD SIM AS NOTED
FLOOR PLAN KEYNOTE LEGEND
I
HOUSE TO GARACE FIRE SEPARATION, GARAGEMOUSE SEPARATION AT VERTICAL SLwACES SHALL BE
PROTECTED WITH ONE (1) LAYER Vr GYPSUM BOARD. GARAGEMOUSE SEPARATION AT HORIZONTAL
SURFACES SK4U BE PROTECTED WITH ONE (1) LAYER Sir TYPE
2
HOUSE TO GARAGE DOOR 8 RATION. PROVIDE I 308"SOUD CORE DOOR OR APPROVED 20 MINUTE
RATED DOOR
BENEATH STAIRS AND LANDINGS. Itr GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED
ACCESSIBLE AREAS
0
ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EOUIPMENT BUT NOT LESS THAN
30-A2r. FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER. VERIFY LOCATION AND SIZE WITH
TRUSSES (25 1PZ754'SIZE)
ERED SAFETY GLASS
I
1HALF WALL. HEIGHT AS NOTED
1,
RUB-SHOWEROOMBO
is
jSUDE4N ELECTRICAL RANGE W/ HOOD AND MICRO ABV- VENT PER MANUFACTURERS WRITTEN
INSTRUCTIONS
SEE COMPOSITE
DRAWINGS FOR
LOCAnONOF
ADJACENT LINT
E
I LOT 13
V-2 3W 6'4 114"
3050SH
3050 SH
I SEE COMPOSITE
DRAWINGS FOR
SEE COMPOSITE
DRAWINGS FOR
LOCATION OF
ADJACENT UNIT
LOCATION OF
ADJACENT LINT
EGRESS
WIC OWNERS
BED
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DRAWINGS FOR \- SEE COMPOSITE
LOCATION 0 la" DRAWINGS FOR
LIF OF
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SECOND FLOOR PLAN ELEV'K'
ifir = 1`0'AT I V X 17- LAYOUT
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SEE COMPOSITE
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8070 SECTIONAL PORCH
SEECOMPOSITE V-9 1121 81-0* - SEE
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LOCATION OF 1 V-7. DRAWINGS FOR
-j I LOCATION F
ADJACENT UNIT i ADJACENTOINIT
FIRST FLOOR PLAN ELEV'W
__j I
0
ISSUE DATE:
11.22.2023 FOR
REVIEW
REVISIONS:
These drdwhp are the
propeq of Stadl*
Homes and am not to be
utilized for construction, or
copied in part or in whole
without permissiDn from
the builder. 0 2023
Stadillht Homes
LAST REVISION
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ISSUE DATE:
11-22.2023 FOR
REVIEW
REVISIONS:
LOT 134
tx 12
Time drawkw are the
property of StaftW
s� Qs
Homes and are not to be
ROOF TRUSSES PER
STRUCTURAL ENGINEER
utilized for consbuction,or
Copied in part or III W wle
w$llout penrrossion from
the buider. 0 2023
Sta Ot Homes
LAST REVISION
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MASONRY FULL BRICK AS SELECTED BY DEVELOPER. HEIGHT AS NOTED
E4
S"SOLDIERCOURSE
E5
ROWLOCK COURSE
E7
IFYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED
ED
CORROSION RESISTANT ROOF TO WALL FLASHING. CODE COMPLIANT FLASHING MUST
BE WALLED AT ALL ROOFIWALL INTERSECTIONS
E12
FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5f4.4 COMM TINA BOARDS
E13
FIBER CEMENT LAP SIDING PER DEVELOPER W1 5/4x4 CORNER TRIM BOARDS
EIS
FIBER CEMENT PANEL SIDING W1 IX3 BATTS AT 16- O.C. (VINYL BOARD AND BATTEN
IDING)
EIS
IX FIBER CEMENT TRIM OR EQUAL. U.N.O. SIZE AS NOTED
IE17
[FALSE WOOQVVINYL SHUTTERS. TYPE AS SHOWN. SIZE AS NOTED
* = EGRESS
ALL WINDOWS WHOSE OPENING IS LESS THAN W ABOVE
THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN
72. ABOVE THE OUTSIDE WAUCING SURFACE MUST HAVE
WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE
FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL
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REAR ELEVATION'K'
1/4* - V-0' AT 22104" W = I-T AT 11'X 17'LAYOUT
CM
+
0
C4
ISSUE DATE:
11 .22-2023 FOR
REVIEW
Rmsioisis:
These drawings are the
property of starlot
Homes and are not to be
utilized for conshiclion, or
copied in part or in whole
without permission from
the builder. 0 2023
Stadjaht Homes
BY:
A I
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PATIO A.
AC
He
ISSUE DATE:
WPIGFT
WP
11.22.2023 FOR
WIC
REVISIONS:
FAMILY RM
OWNERS
BED
TVA
W,I-CLa
L-A
r4- M. N.Tv
05 - - __ :0
AN AS
REQUIRED PER
STATE AND
LOCAL BUILDING
CODE
DISHWASHER
0
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These dmwkW am the
pmperty of Stailighl
Homes and are not lo be
ri
DISPOSAL
KITCHEN
utilized for conshwtion, or
in In
I? a
Copied part or whole
:'N
MICROWAVE
. . . ...... FDR
without wnission from
the buldm 0 2023
r-7
GRI
Starlight Homes
LAST REVISION
HVAC SERVICE
PANEL
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LAST SAVED BY:
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.. . ....... .... -SWITCH 30A.ELEC.
BELOW WATER HEATER -4--- SERVICE PANEL
-W KEYLESS SIZE AND LOCATION
------- GARAGE ------- PER BUILDERS
A A
SPECIFICATIONS
AND LOCAL CODES
ELE
ELECTRIC METER
TELEPHONE/
BED 3
KEYLE SS*_ ENTRY
TELEVISION
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SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES
SECOND FLOOR PLAWK
(NOT SHOWN)
FIRST FLOOR PLANW
OVER BATH CABINETS OVER KITCHEN CABINETS
(D
0
114'= V-0* AT 22WV LAYOUT 1-T AT I VX Ir LAYOUT'
1/4"- 1*4r AT2213c V-Cr AT 11* X 17'LAYOUT
NOTES:
LEGEND:
PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL OODESL
PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCQ AS REQUIRED BY NATIONAL ELECTR
CODE (NEC) AND MEETING THE REOUIREMENTS OF ALL GOVERNM CODES.
0 mvmw�
WATHE��DUPWX�
ALL EXHAUST FANS SHALL HAVE SACKDRAFT DAMPERS.
K�
FAMJGHTS IN WETIDAMP LOCA TIONS SHALL BE LABLED 'SUITABLE FOR WET OR DAMP LOCATIONS'
ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT
L-T�
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ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT.
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PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REOUIRED By
NATIONAL FIRE PROTECTION ASSOCIATION (WPA) AND MEETING THE REOLRREMENTS OF ALL GOVERNING CODES.
�-1170EXTERKIFQ
PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REC"RED BY NATIONAL ELECTRICAL
W�D
CODE (NEC AND MEETING THE REOUIREMENTS OF ALL GOVERNING CODES+
--T
CONTRACTOR TO PROVIDE RE
ELECTRICAL -QUIRED DIRECT HOOK4NSACUTOFFS.
Tax—
HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS.
1 �ENAYM�
ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY � R I S,
DRAIN TILE SUMP, AND WATER HEATER$) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS+
4 �A��
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SHEET
PROVIDE POWER. LIGHT AND SWITCH AS REOUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURERS
PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AM 002 DETECTORS. UNITS MUST BE
FL 6.8
HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP.
CM
+
0
ISSUE DATE:
11.22.2023 FOR
REVIEW
REVISIONS:
ILOT 135]
2
5
These dmwinp am the
Prot" of SWW
Homes and are not to be
utilized for consftwtion, or
ROOF TRUSSES PER
STRUCTURAL ENGNEER —11-1
copied in part or In wtiole
without permission from
the bulder. 0 223
Starltht Homes
.....................
— — — — — — 2ND FL,
LAST REVISION
OWNERS
BED 2
BED
11
d
FAMIL Y RM !E ENTRY
MAINTAIN MIN. 17RO
V-S' HEIGHT AT FRONT 0,, 400
OF WATER CLOSET .... . .... -IS-rFj."FV."
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E2
MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED
E4
8"SOLDIER COURSE
ES
ROWLOCK COURSE
E7
FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED
E9
CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST
BE INSTALLED AT ALL ROOFMALL. INTERSECTIONS
E12
FIBER CEMENT SNAKE SIDING PER DEVELOPER W/ S/4x4 CORNER TRIM BOARDS
E13
FIBER CEMENT LAP SIDING PER DEVELOPER W1 514.4 CORNER TRIM BOARDS
E15
FIBER CEMENT PAt rS AT Is, O.C. (VINYL BOARD AND BATTEN
E16
J=RCEME TRIM OR EOUAL, U.N.O. SIZE AS NOTED
IE17
[FALSE WOODOVINYL SHIJITERS. TYPE AS SHOWN, SIZE AS NOTED
* =EGRESS
ALJ WINDOWS WHOSE OPENING IS LESS THAN 24'ABOVE
THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN
72'ABOVE THE OUTSIDE WAU(ING SURFACE MUST HAVE
WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE
FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL
ILOT 1351
1
1/4' = 1'-Ir AT 2ZIW LAYOUT Iff . 1*-0* AT I V X 17- LAYOUT
REAR ELEVATIONV
�14L�7'0" AT �2;;�:��TYC:; IS" = T-W AT 11' X 17" LAYOUT
cm
+
0
Oct
LQQR-F-I-
I A'*
11!22720'23 FO
EL.AW TJ
REVIEW
REVISIONS.
)OR FIN. "--&
jj1�9R_9_:j
ELYYW
These diawings are the
plop" Of starrot
Homes and are not to be
utized for cons#uction, or
2M Fn cWW in part or in WwW
wftW permission from
the WAder. 0 2023
S�ht Homes
LAST REVISION
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WP/GR a
M COND. PATIO
B
Eli
ISSUE DATE:
11.22.2023 FOR
wplan
REVIEW
WIC
REVISIONS:
FAMILY RM
OWNER'S
BED
I -TV
TV
FAN AS
REQUIRED PER
STATE AND
LOCAL BUILDING
Time drawkW am ft
COX
pmp8rIy of SWW
Homes and are not to be
utilized for constrwfion, or
9 r
K ITCHEN
DISPOSAL
copied in part or in whole
j
. ....... ..
Without permission from
the builder. 9 2023
vp
MICROWAVE
Slarlii;hl Homes
HVAC
SERVICE
0
PANEL
1
LAST REVISION
STANDARD ELECTRICAL BOX HEIGHTS
CLQ
REC. PUMP x
To Ur
SIM CHI IF REO.
ABOVE
-TO UGHTI
SWITCH -
30A.EUEC.
KEYLESS WIQ ..... ..... ...
SERMCE PANEL
SIZE AND LOCATION
WATER HEATER
LAST SAVED BY:
LIGHT IN PER BUILDERS GARAGE
ATTIC SPECIFICATIONS
AND LOCAL CODES
ELECTRIC METER
j ii
TEL -P
BED 3
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I. —
SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES
SECOND FLOOR PLANV
FIRST FLOOR PLANV
0
OVER BATH CABINETS OVER KITCHEN CABINETS
&iI4�
�T
1 AT
l-(r AT I I* X 17'LAYOUT
.1'-WAT11"XlrLAYOUT
NOTES:
LEGEND:
PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES.
PROVIDE AND INSTALL ARC FAULT CIRCUIT AS REOURED BY NATIONAL ELECTRICAL
-INTERRUPTERS (AFCQ
CODE (NEC) AND MEETING THE RECRAREMENTS OF ALL GOVERNING CODES.
"�SUPPOFM
ALL EXHAUST FANS SHALL HAVE SACKDRAFT DAMPERS.
FANIUGHTS IN WETIDAMP LOCATIONS SHALL BE LADLED 'SUITABLE FOR WET OR DANIP LOCATIONS.'
ELECTFUCAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS THE
PX�ESWD SCANDESMW U� MIUME
FM��MWVPORT)
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT
PROVIDE AND NSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REQUIRED BY
I
t
NATIONAL FIRE PROTECTION ASSOCIATION (WPA) AND MEETING THE FE<IUIREMENTS OF ALL GOVERNING CODES.
0
(D
PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REOUIRED BY NATIONAL ELECTFUCAL
—
-
CODE (NEC) AND MEETING THE REOUIREMENTS OF ALL GOVERNING CODES.
E3
ELECTRICAL CONTRACTOR TO PROVIDE REOUIRED DIRECT HOOK4UPS/CUITOFFS
HVAC CONTRACTOR To VERIFY THERMOSTAT LOCATIONS.
ALL ELECTRICAL AND MECHANICAL EOLMPMENF (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS.
TILE
t4
SHEET Nor.
DRAI SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS.
P= DE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFAGPJRERS
FIL 6.10
ZP VIDE AND NSTALLUOCAULYCE FIED..ANDCO2.UMTSMUSTBE
RDWIRE.. INTERCONNECTED ANRTP'ROVIDE BATTERY BACKUP
136
These drawkW am Me
property of Starlight
ROOF TRUSSES
Homes and are not to be
STRUCTURAL ENGNEER
utilized for construction, or
copied in part or in whole
WftW Permission from
Slarlot Homes
OW
OWNERS
BED 2
BED
FMAINTAIN
ENTRY
ILY
FAMILY RM
t=
fAN
-P
OF WATER CLOSET
-'
ELEVATION KEYNOTE LEGEND
E2
MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED
E4
8- SOLDIER COURSE
E5
ROWLOOK COURSE
E7
FYPON OR EQUIVAI-Ehrr LOUVERED VENT. SIZE AS NOTED
E9
CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST
BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS
E12
FIBER CEMENT SHAKE SIDING PER DEVELOPER Wl 514X4 CORNER TRIM BOARDS
E13
FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/44 R TRIM BOARDS
E15
=MENT PANEL SIDING Wl IX3 BATTS AT 16"O.C. (VINYL BOARD AND BATTEN
ffj�
1,1X FIBER CEMENT TRIM OR EGUAL, U.N.O. SIZE AS NOTED
E17
ALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED
* =EGRESS
ALL WINDOWS WHOSE OPENING 18 LESS THAN 24" ABOVE
THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN
7r ABOVE THE OUTSIDE WALIONG SURFACE MUST HAVE
WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE
FLORIDA BUILDING CODE 7TH EDITION (20120) RESIDENTIAL
/'h 2NO FLOWLE
FL VAM
Q�-M FLOQELF
Ilk 121 FjPQfLP
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FRONT ELEVATION'A'
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REAR ELEVATION'A'
�1/4'�1'0' AT 1W - I-(r AT 11"X 17'LAYOUT
CM
+
0
ISSUE DATE:
11-22-2023 FOR
REVIEW
REIASIONS:
These drdwhp are the
Koperty of Starlighl
Homes and are not to be
utilized for conshiction, or
copied in part or in wh*
without permission from
the bulder. 0 2023
SladVd Homes
I LASTREVISION I
<.�Jl
X CV) z
Lu CV) 0
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CM
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6
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WP/GFl 0
PATIO AIC COND.
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I- UE DATE'
WP/GFI
11722.2023 FOR
REVIEW
A
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REVISIONS:
WIG
3D FAMULY RM
OWNER'S
BED
Cc
TV-4
TV
AN AS
REQUIRED PER
STATE AND
4 LOCAL BUILDING
CODE
Then drawiniis are ft
pq*rlyofstww
DISHWASHER
Homes and are nol to be
x K I I C"/ H EN,
DISPOSAL—T
utilized for consinuiction, or
copied In part or in whols
wkhW permission from
MICROWAVE
the bulder. 0 2023
Hornes
SERVICE
Sw*M
o,
PANEL
�w
LAST REVISION
TO UGHT/
RE T
M REC. PUMP. -SWITCH
Ma
IF REQ
ABOVE
STANDARD ELECTRICAL BOX HEIGHTS TO UGHTJ J
EUEC
SWITCH 30A.EUEC 4 SERVICE PAAEL
WATER HEATEF
WA R �H�l�
S
=.SN
BELOW
......... ... . .. .
I
GARACiE ... .. .......... ......
SIZE AND LOCATION
A
PER BUILDERS
MR 0,
LAST SAVED BY:
SPECI
SPECIFICATIONS
........... . .
AND U
AND LOCAL CODE I
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ELECTRIC METER
TEUEPHONEJ
.3
XEYLES��— - FIN F3Y
TELEVISION
SERVICE BOX
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5��W.P. OUTLETREQUIRED NEAR AC CONDENSER (NOT SHOWN)
SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES
OVER BATH CABINETS OVER KITCHEN CABINETS
SECOND FLOOR PLANW
FIRST FLOOR PLANW
0
&�14- 1 -0* AT 2;M��Z 1*-(rAT Il*X Ir LAYOUT
NOTES:
LEGEND:
PROVIDE GlROUNDlW ELECTRICAL ROD PER LOCAL CODES.
PROVIDE AND INSTALL ARC FAULT CIROUIT-INTERRUPTERS (AFCQ AS REQUIRED BY NATIONAL ELECTRICAL
CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.
(�A��SLPPORT)
ALL EXHAUST FANS SMALL HAVE BAOKDRAFr DAMPERS.
FAMILIGHTS IN WETIDAMP LOCATIONS SHALL BE LABLED 'SUITABLE FOR WET OR DAMP LOCATIONS,'
ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SMALL BE ENGINEERED BY OTHERS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT.
PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY
NATIONAL FIRE PROTECTION ASSOUATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. E�F(VENTM�K)F%
PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFQ AS REQUIRED BY NATIONAL ELECTRICAL
OODE(NEC) AND EETING THE REQUIREMENTS OF ALL GOVERNNG CODES.
ELECTRI CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPSICUTOFFS.
CAL
(VE—E—R—)
HVAC CONTRACTOR To VERIFY THERMOSTAT LOCATIONS
ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES. AtC UNITS. ELECTRICAL PANELS, SAN iAMY � m 5.
DRAI
P= TILE SUMP. AND WATER HEATERS) ARE SAMECT TO RELOCATION DUE TO FIELD CONDITIONS,
DE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURERS
�IFEV.Y —
J4 �AY —
SHEET NO,
INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS. UNITS MUST BE
FL 6.1
=AND
ED, INTERCONNECTED AND PROVIDE SATIERY BACKUP.
Cz
+
0
ISSUE DATE:
11 .22-2023 FOR
REVIEW
REVISIONS:
ILOT 1371
12
The so drawkigs are the
pwrly of StWight
5
Homes wd m not to be
STRUCTURAL ENGINEER
uillized for constwdon, or
copied in past or In wtwb
willud pemission from
dw buW. 0 2W
Sladtht Homes
LAST REVISION
. ................. 2ND LDPPPL-ff---&
- - - - - - - - - - -- 2f4QFLWQW.HT�
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OWNER'S
BED BED 2
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FAMILY RM F\,\, ENTRY . ....... .
MAINTAIN WN. -713r32-
F-W HEIGHT AT FROW
OF WATER CLOSET flifla
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oft
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LU CO
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BUILDING SECTION'W
1/4-�fV7AT 2 LAYOUT 1/W-l'-(rAT1I-Xl7-LAY0UT
U)
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vi
0
SHEET
FIL 4.8
ELEVATION KEYNOTE LEGEND
E2
MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED
E4
S"SOLDIER COURSE
ES
ROWLOCK COURSE
E7
FYPON OR EQUIVALENT LOUVERED VENT. SIZE AS NOTED
E9
CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST
BEINSTALLED AT ALL RGOF/WALL INTERSECTIONS
E12
FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 514.4 CORNER TRIM BOARDS
E13
F18ER CEMENT LAP SIDING PER DEVELOPER W/ W4.4 CORNER TRIM BOARDS
Els
FIBERCEME PANEL SIDING W IX3 BATTS AT 16-O.C. (VINYL BOARD AND BATTEN
ISIDING)
IIX FIBER CEMENT TRIM OR EOUAL. U.N.O. SIZE AS NOTED
1E16
El?
IFALSE WOOGNINYL. SHUrTERS, TYPE AS SHOWN, SIZE AS NOTED
* =EGRESS
JALL WNDOWS WHOSE OPENING IS LESS THAN 2r =
THE FINISH FLOOR AND WHOSE OPENING IS GFIFA
72. ABOVE THE OUTSIDE WALIGNO SUFFACE MUST RIAN
WINDOW OPENING CONTROL DEVICES CONIPLYIW WI THE
IEMDENTIAL
FLORIDA BUILDING CODE 7TH EDITION W20) F —R�
ILOT 1#
�j
FRONT ELEVATION'K'
-. . - ;X=
&!114"- 1:!; AT Y��ff lfir-I'-0"AT11*Xl7"LAYOUT
Cm
+
0
CAI
ISSUE DATE:
LQ9112L HT, A'\
11.22.2023 FOR
ELAQW :-Ez
REVIEW
REVISIONS:
M FIA FLR--&
HT
LQgR2VV
ELYWI-RL :HT
I
I
These drawings are the
properry of staftht
Hornes and are not to be
ullized for consumilon, or
copied in part or in Wwle
M FIN- FIR_& wkW permission from
the tnAlder. 0 2M
staftht Hornes
LAST REVISION
tITEWM-11-FIB—S
SHEET Na.
REAR ELEVATION'K'
& Ifir . I'-W AT2r)MV LAYOUT Ifir=I'-0"ATII*Xl'rLAYOUT FL 5.8
ROOF VENT CAM ELEV.'W
::�RATIO AT HIGH t.�1191250 RATIO AT I
go kt 405 �
"— 1. -
!AREAI SF
1/150 RATIO:
1/300 RATIO:
GENERAL CONTRACTOR
AS AN ALTERNATE TO THE 111. RATUD LISTED, THE NET
NET FREE VENTILATION OF THE
FREE CROSS-VEKnLATtON AREA MAY BE REDUCED TO IrJO0
PRODUCT SELECTED BY O"WNELIEZITH
WHEN A VAPOR BARFUER IS HAVING A TRANSMISSION RATE
MANUFACTURER OF HIGH AND LOW VENTS TO
NOT EXCEEDING I -PERM INSTALLED ON THE WARM4*
BE USED FOR MINIMUM CALCULATED VENTS
WINTER SIDE OF THE CEILING.
REQUIRED. THE REQUIRED VENTILATION SHALL
BE MA NTAINED. PROVIDE INSULATION STOP
GENERAL CONTRACTOR SHALL VERIFY THE NET FREE
SUCH =T INSULA FION DOES NOT OBSTRUCT
VENTILATION OF THE VENT PRODUCT SELECTED BY
FREE AIR MOVEMENT AS REOIARED BY THE
OWNER. VERIFY WITH MANUFACTURER OF HIGH AND LOW
BLNLDING OFFICIAL
VENTS TO BE USED FOR MINIMUM CALCULATED VENTS
REQUIRED. THE REQUIRED VENTILATION SHALL BE
ALL OVERLAP FRAMED ROOF AREAS SHALL
MAINTAINED I PROVIDE INSULATION STOP SUCH THAT
HAVE OPENINGS BETWEEN THE ADJACENT
INSULATION Db�S NOT OBSTRUCT FREE AIR MOVEMENT AS
ATTICS IN THE ROOF SHEAT14NO (ASALLOWED
REQUIRED BY THE BLMLDINGOFRCIAL-
BY THE STRUCTURAL ENCUNEER) TO ALLOW
PASSAGE AND ATTIC VENTILATION BETWEEN
ALL OVERLAP FRAMED ROOF AREAS SHALL HAVE OPENINGS
THE TWO OR ISOLATED ATTIC SPACES SHALL
BETWEEN THE ADJACENT ATTICS IN THE ROOF SHEATHING
BE VENTED INDEPENDENTLY TO MEET 2020
(AS ALLOWED By THE STRUCTURAL ENGINEER) TO ALLOW
FLORIDA BUILDING CODE.
PASSAGE AND ATTIC VENTILATION BETWEEN THE TWO OR
SOLATED ATTIC SPACES SHALL BE VENTED
PER DEVELOPER. AT ALL CANTILEVERED
CEPENDENTLY TO MEET 2020 FLORIDA BULDING CODE.
FLOORS, GANTILEVERED DECORATIVE
PROJECTIONS, AND ANY DOUBLE FRAMING
PER DEVELOPER. AT ALL CANTILEVERED FLOORS,
PROJECTIONS THAT ARE SEPARATED FROM
CANTILEVERED DECORATIVE PROJECTIONS, AND ANY
THE VENTING CALCULATIONS SHOWN ABOVE,
D04JBLE FRAMING PROJECTIONS THATARE SEPARATED
PROVIDE A CONTINUOUSZOOFaOSION
FROM THE VENTING CALCULATIONS SHOWN ABOVE,
RESISTANT SOFFIT VENT AT UNDERSIDE OF
PROVIDE A CONTINUOUS r CORROSION RESISTANT SOFFIT
FRAMED ELEMENT.
VENT AT UNDERSIDE OF FRAMED ELEMENT.
NOTES:
0 ALL ROOF DRAINAGE SHALL BE PIPEDTO 0 TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL CALCS
STREET OR APPROVED DRAINAGE AND M40P DRAWING TO THE BUILDERS GENERAL
FACILITY CONTRACTOR AND BUILDING DEPARTMENT FOR REVIEW
g DASHED LINES NDICATE WALL BELOW PRIOR TO FABRICATIONS.
to
a LOCATE GUTTER AND DOWNSPOUTS PER a ALL PLUMBING VENTS SHALL BE COMBINED INTO A MINIMUM
BUILDER AMOUNT OF ROOF PENETRATION& ALL ROOF PENETRATIONS
0 PITCHED ROOFS AS NOTED. SHALL OCCUR TO THE REAR OF THE MAIN FUDGE.
ILOT 137]
0-st
ROOF PLANK'
114'. V-0" AT 22")CW LAYOUT 118' . I-T AT I I - X Ir �YOUT
CD
+
0
cc: I
1'TE DATE"
2023 FOR
REVIEW
REVISIONS:
These drdwkw are the
property of SWW
Homes and are not to be
utilized for consIrmflon, or
Copied in pan or in whole
*VW permission from
the buW. 0 2023
staftht Homes
LAST
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ILOT 1
......... ..
WP/GR a
ISSUE DATE:
11.22.2023 FOR
AIC COND. PATIO
Al
. . . . ...........
REVIEW
WIC
REVISIONS:
FAMILY RM
OWNERS
BED
FAN AS
REWIRED PER
STATE AM
3C)[ LOCAL BUILDING
CODE
z
.22ON
KITCHEN
DISHWASHER
DISPOSAL
These ftwkW are the
property of Stadight
Homes and am not to be
utilized for constniction, or
copied in part or in whole
MOW penmesion from
q
PDA
the buber. 0 2023
9.
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(P
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MICROWAVE
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LAST REVISION
'CLG.
REC. PUMP
IF REQ.
LAST SAVED BY:
TO LIGHT/
STANDARD ELECTRICAL BOX HEIGHTS TCHI/- 3W ELEG.
I --- -I A —
BELOW SERVICE PANEL WATER HEATER
KEYLESS SIZE AND Lor
-ATION GARAGE
LIGHT IN PER BUILDERS
01
v
ATTIC
SPECIFICATIONS
AND LOCAL CODES
ELECTRIC METER
TELEPHONEJ
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S%MTCH AND RECEPTACLE BOXES SWTCH AND RECEPTACLE BOXES
SECOND FLOOR PLAN'K
FIRST FLOOR PLAN'K'
OVER BATH OVER KITCHEN CABINETS
�/4"71]�
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-CABINETS
AT L�:YO'� - I-0*AT WX Ir LAYOUT
NOTES:
LEGEND:
o
PROM E GROUNDING ELECTRICAL ROD PER LOCAL CODES,
PROVIDE FAULT NATIONAL ELECTRICAL
AND INSTALL ARC CIRCUIT -INTERRUPTERS (AFCQ AS REOUIRED BY
CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.
ALL EXHAUST FANS SHALL HAVE SAO(DRAFT DAMPERS.
Dupm WTLT
K�
M—F"* �1
FAWLIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS."
L T�
L F�
ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE
�4WMHED��T
RSMMD*rAPOESCEWL�F�
CONTRACTOR SHALL R NSTALLATION AND PLACEMENT.
BE RESPONSIBLE FOR PROPE I
�M�w ��
PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS RECKARED BY
NATIONAL FIRE PROTECTION ASSOCIATION (WPA) AND MEETING THE REOUREMENTS OF ALL GOVERNING CODES.
#
PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GR) AS REWIRED BY NATIONAL ELECTRICAL
CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.
ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPSfCUTOFFS.
HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. �EWA—
ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PiTS,
DRAI TILE SUMP, AND WATER HEATERS) ARE SLIEUECT TO RELOCATION DUE TO FIELD CONDITIONS.
DE POWER, UG14T AND SWITCH AS REOUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURERS
$4 FWW—�
SHEET NO,
PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS. UNITS MUST BE
FL 6.8
HARDWIRED. INTERCONNECTED AND PROVIDE BATTERY BACKUP.
ELEVATION KEYNOTE LEGEND
E2
MASONRY FULL BRICK AS SELECTED BY DEVELOPER. HEIGHT AS NOTED
E4
8- SOLDIER COURSE
ES
ROWILOOK COURSE
E7
FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED
EI)
CORROSION RESISTANT ROOF TO WALL FI ASHIING, CODE COMPLIANT FLASHING MUST
SEINSTALLr
:1) AT ALL ROOF/WAUL INTERSECTIONS
E12
FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5104 M
E13
FIBER CEMENT LAP SIDING PER DEVELOPER W/ 514.4 CORNER TRIM BOARDS
E15
FIBER CEMENT PANEL SIDING W/ I X3 BATTS AT IS- O.C. (VINYL BOARD AND BATTEN
1M
E16
CEMENT TRIM OR EOUAL. U.N.O. SIZE AS NOTED
IE17
IFAI BE WOODfVINYL SHUI-TERS, TYPE AS SHOWN. SIZE AS NOTED
* =EGRESS
ALL WINDOWS WHOSE OPENING IS LESS T14AN W ABOVE
THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN
72'ABOVE THE OUTSIDE WALIONG SURFACE MUST HAVE
WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE
FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTU41-
ILOT 138]
F-521,00-M-01,
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FRONT ELEVATION'Ll
1111V - I'-Q" AT 2210C LAYOUT 11fir . I '-W AT I I" X 17' LAYOUT
REAR ELEVATIONU
�114'� 1'� AT Ifir - I-U* AT 11' X 17' LAYOUT
CM
+
0
I UE ATE'
1172'�.2OD23 FOR
REVIEW
REVISIONS:
These drawings are the
property of SWW
Homes and am not to be
utilized for constriction, or
copied in parl or in whois
wilhail permission from
the bwlder. 0 2023
Starlighl Homes
LAST REVISION
I
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Lu C*') 0
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CL 0 >
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0 ILI
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FL 5.9
uj
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+
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ILOT 138]
ISSUE DATE:
11.22.2023 FOR
PATIO
WP=
A.
REVIEW
WP/GR
. . ..... . .......... — — b
. .... .. ..... . ..... . .
WIG
REVISIONS:
F MILY RM
A
WNER'S i
BED
TV
�El
AN AS
REQUIRED PER
Time drawintis are the
STATE AM
LOCAL BUILDING
CODE
A, DISHWASHER
. . ....
pwoofsufforl
Homes and are not to be
utilized lor conshiction, or
9
DISPOSAL
KITCHEN
copied in part or in w6ole
wMW pemussion from
the builder. 0 2023
so Z.5
GFL- MICROWAVE
. . . . ........
SERVICE
PANEL
PDR
staritht Homes
LAST REVISION
STANDARD ELECTRICAL BOX HEIGHTS
oi
TO LIGFITI
-SWITCH. 1.1
BELOW
WI
Wl- KEYLESS
REC F0 UGI-rr/
SWITCH
ABOVE
30A.ELEC.
WATER HEATER SERVICE PANEL
SIZE AND LOCATION
LAST SAVED BY
v A
GHT IN
GARAGE
PER BUILDERS
TTIC
SPECIFICATIONS
AND LOCAL CODES
ELECTRIC METER
j!
KEYLESS*
TELEPHONE/
TELEVISION
BED 3
SERVICE BOX
ENTRY
/CE
\, 9',I-CLG,
BED 2
/GFI DOOR
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CABW
WPl.FI
x C;
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2
Cq
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4[NOTE:
SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES
OVER BATH CABINETS OVER KITCHEN CABINETS
EXTERIOR W.P. OUTLET REQUIRED NEAR Ar, CONDENSER (NOT SH�OWN)
C0 0
ll�—
M
SECOND FLOOR PLAN'L'
FIRST FLOOR PLANU
&!IV =ATL;Y�ff
&!lW
1�0' l'-U* AT Il"X 17- LAYOUT
- 1-�'AT 22%0��Z
1*-(r AT I V X 17"LAYOUT
NOTES:
LEGEND:
PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES.
PROVIDE AND INSTALL ARC FAULT CIRCLXT-INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECT--
OODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING OODES,
40
L T� 0—�MSLPPORTI
ALL EXHAUST FANS SHALL HAVE SACKDRAFT DAMPERS
llw� ��
FAN/UGHTS IN WET/DAMP LOCATIONS $HALL BE LABLED"SLATABLE FOR WET OR DAMP LOCATIONS.*
wImTrm
ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS S14ALL BE ENGINEERED BY OTHERS. THE
CONTRACTOR SHALL RESPONSIBLE FOR PROPER
BE INSTALLATION AND PLACEMENT
PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REQUIRED BY
NATIONALFIRE PROTECTION ASSOCIATION (NFPA) AND MEEnNG THE REQUIREMENTS OF ALL GOVERNING CODES,
—w*L,—vw
PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GH) AS REOARED BY NATIONAL ELECTRICAL
(D �TAT
CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.
ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS0CUTOFFS.
1I.
HVAC CONTRACTOR To VERIFY THERMOSTAT LOCATIONS.
ALL ELECTRICAL AND
�—Y
—4-
MECHANICAL EQUIPMENT (FURNAZES, A(C UNITS. ELECTRICAL PANELS, SANITARY SUMP PITS,
GRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS.
4 �WAY
SHEET NO.'
PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURERS
�" w�. -n
INSTALL LOCALLY CER RED SMOKE DETECTORS A. C. DETIEGTORS. UNITS MUST BE
FL 6.9
=:ND
D. INTERCONNECTED AND PROVIDE BATTERY BACKLIP.
x
CD
+— w
J i
� x
Q
ft—
ISSUE DATE:
11.22.2023 FOR
REVIEW
REVISIONS:
LOT 139
72 12
s� Q6
These drdwigs am the
properly of Stadght
Homes and are not to be
ROOF TRUSSES PER
STRUCTURAL ENGINEER
u*ed for construction, or
copied in earl or In whole
wftut perntsion from
the buider. 0 2023
Stadight Homes
— — — 2rh—aEQP
— — — — — — — — — — — — — — — 2ND R.
LAST REVISION
OWNER'S
BED 2
BED
LAST SAV
tI
— _ — — — 34FD LOOR W. BR--&
— —
r •
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a
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FAMILY RM r a ENTRY
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MAINTAIN MN �. � 17RQ01-713/!7 -- ......
6'A' HEIGHT AT FRONT ` ...... -..-..
��
•
•
OF WATER CLOSET . .....
— — — ____.. -isTf149R Fj[J.
BUILDING SECTION 'B'14000
l�
r
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1/0'. 1'-T AT 22")CW LAYOUT L8': 1'M AT I VX IT LAYOUT
T
V
a�
N
00 O
SHEETlq:
FL 4.2
ELEVATION KEYNOTE LEGEND
E2
MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED
E4
8- SOLDIER COURSE
ES
ROWLOCK COURSE
E7
FYPON OR EOLAVALENT LOUVERED VENT, SIZE AS NOTED
Eg
CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST
BE INSTALLED AT ALL ROOFIWALL INTERSECTIONS
E12
FIBER CEMENT SHAKE SIDING PER DEVELOPER W/Sl4x4 CORNER TRIM BOARDS
E13
FIBER CEMENT LAP SIDING PER DEVELOPER W1 5/4.4 CORNER TINA BOARDS
EIS
FIBER CEMENT PANEL SID04G W/ I X3 BATTS AT IS- O.C. (VINYL BOARD AND BATTEN
EIS
11 BIR CEMENT TRIM OR EQUAL. U.N. 0. SIZE AS NOTED
IE17
IFALSE WOODNINYL SHUITERS. TYPE AS SHOWN, SL7E AS NOTED
* =EGRESS
ALL WINDOWS WHOSE OPENING IS LESS THAN W ABOVE
THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN
72"ABOVE THE OUTSIDE WALIONG SURFACE MLIST HAVE
WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE
FLORIDA BULDING CODE 7TH EDITION (2=) RESIDENTIAL
ILOT 1
9
FRONT ELEVATION'B"
1/4". V-0' AT 22XW LAYOUT ifir = I-(r AT 11* X 17' D�Y-Ouf
REAR ELEVATION'B"
114* . l'-T AT 22')CW LAYOUT 1 V = 1'-(r AT I V X 17- LAYOUT
ffilk.h�
W-5
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Cm
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1 1!2S2.2E0D2AT%R
REVIEW
REVISIONS:
These dmwkVs are the
pmperty of Staftht
Homes and are not to be
utilized for consbuction, or
copied in pwt or in wholis
without permission fmm
the buldw. 0 2023
1 StadkM Homes
LAST REVISION
I
LAST SAVED BY:
40 5
1 � - w-j
COO Lu
-j
SHEETNO.
FL 5.2
D - t
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+
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0
�LOT 139]
0 WPAWI 0 t
A/C COND. PATIO
A/C
ISSUE DATE:
WPAGIF!
11.22.2023 FOR
REVIEW
V4--
REVISIONS:
WIC
FAMILY RM
OWNERS
BED
TV
FAN AS
R r
:.RED PER
STATE AND
'0
LOCAL BUILD!
CODE
These drdwinqfs am the
DISHWASHER
pwarty of Swol
-GR
KITCHEN
DISPOSAL
Homes end are not to be
uIllized for consiruction, or
cooed In part or in whole
rLA-)
PDR
Without permission from
MICROWAVE
the bulloler. 0 2023
Starlight Homes
. ..... ...........
Ian
LAST REVISION
HVAI SERVICE
PANEL
. ... ...
BA
TO UGHT/ REC. PUMP r
STANDARD ELECTRICAL BOX HEIGHTS
-TO UGHT/
�SWITCH IF REO.
ABOVE
30A.ELEC.
SWITCH
BELOW
KEYLESS WIC
SERVICE PANEL
S AND LOCATION
V WATER HEATER
. ....... ..
UC3HT IN
PIZE
ER BUILDERS
GARAGE
LAST SAVED BY:
4
ATTIC
S ECIFICATIONS
AND LOCAL CODES I
ELECTRIC METER
P'
Cr
BED 3
T:E ON
ERVI 7E..
ENTRY
CE
/CEIUNG\
BED 2
an DOOR
-0-
OPENER
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X CV)
Z
Lu C*
-------------
F
FIB
U)
INOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR AIC CONDENSER (NOT SHOW
SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES
OVER BATH CABINETS OVER KITCHEN CABINETS
SECOND FLOOR PLAN'B'
FIRST FLOOR PLAN'B'
0
0
—j
11!14�'�1�(r ATIZL;"Z� I-(r AT I VX Ir LAYOUT
1/4- V-1)" AT 2;M��Z .1'-(rAT11'X1rLAYOUT
NOTES:
LEGEND:
PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES.
PROVIDE AND INSTALL ARC FAULT C4RCUIT-INTERRUPTERS (AFCA) AS REQUIRED BY NATIONAL ELEC.
0 �w�
x
CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODE&
LWTF� gw�X�T)
ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS
FAMJGHTS IN WETIDAMP LOCATIONS SHAUL BE LABLED *SUITABLE FOR WET OR DAMP LOCATtMW
DUPM�
a.
M�FMW
L�F�
ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHER&L THE
WFAWnCHWVtV=0VRET
rR0V1DEA0F0�XV-VP0RT)
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT
PROVIDEAN INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REQUIRED BY
NATONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. (D �AT
RE�— W.J6TF.(KWT080EFWR v�w
PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL
CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING ODDES.
--- 43.
I
ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPSCUTOFFS.
(VEW�UTV�%
HVAC CONTRACTOR TO VERIFY THEF040STAT LOCATIONS.
ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A(C UNITS, ELECTRICAL PANELS, SANITARY � m IS.
DRAIN TILE SUMP. AND WATER HEATERS) ARE SUBJECT TO RELOCATIONI DUE TO FIELD CONDITIONS.
$4 �Y�
—4-
SHEET NO.,
PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S
FL 6.2
PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS. UNITS MUST BE
HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP.
WALL LEGEND
FULL HEIGHT FULL HEIGHT
2X4 WOOD STUD PARnTION = WOOD STUD PARTITION
STONE VENEER ING
D ON PLAN
BRICK VENEER
STUD WALL BELOW
HEIGHT AND STUD SIZE AS NOTED
FLOOR PLAN KEYNOTE LEGEND
I
HOUSE TO GARAGE FIRE SEPARATION. GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL BE
PROTECTED WITH ONE (1) LAYER Iff GYPSUM BOARD. GARAGEMOUSr SEPARATION AT HORIZZONTAL
SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER Sfir TYPE 'r GYPSUM BOARD
2
HOUSE To GARAGE DOOR SEPARATION. PROVIDE I &B'SOUD CORE DOOR OR APPROVED 20 MINUTE
3
BENEATH STAIRS AND LANDINGS. 11r GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED
ACCESSIBLE AREAS
a
S FI
ATTICAOCES LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN
30"XW. FIRE RATED ACCESS AS NOTED ATTIC ACCESS LADDER. VERIFY LOCATION AND SIZE WITH
TRUSSES (25 1feX54' SIZE)
--�RE LASS
ITUS-SHOWERCOMBO
114
16
JSUDE-IN ELECTRICAL RANGE W1 HOOD AND MICRO ASV. VENT PER MANUFACTURERS WRITTEN
INSTRUCTIONS
1
2
a 6--- 6'-2 314*
'a IM"
SEE COMPOSITE
DRAWINGS FOR
30.50 SH
LOCATION OF
ADJACENT UNIT
EGRESS
OWNERS WIC
BED
V-11" CLG.
0. BA
V-11"CIAL
1W-4 1W 2-4 1Pr
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EIG.FIESISE..'.
SEECOMPOSITE T-10*
DRAWINGS FOR 9,11 1&-
LOCATION OF
ADJACENT UNIT
SECOND FLOOR PLAN ELEV'N'
(D AT!:�YZ
ILOT 1
VERIFY ------- 2"
LOCATION W 3 IF�
IN FIELD
PATIO
SH 3D50 SH
SEE COMPOSITE
DRAWINGS FOR
LOCATION OF
ADJACENT UNIT
FAMILY RM
LINE OF
--2888 D
CLIPPED CLa
HANDICAP
ACCESS
-------
KITCHEN
16
0
7
REF
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WALL HT.
GARAGE
ELI
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DRAWINGS FOR
LOCATION OF
ADJACENTUNIT
IW-W
FIRST FLOOR PLAN ELEV'N'
&!114" = 17'AT 2;�YO� IT - V-0"AT 11"X 17'LAYOUT
CM
ISSUE�DAT�E:
* d
11 .22-2023 FOR
REVIEW
MMISIONS:
These drawings are the
properly of Starlight
Homes and are not to be
trillized for consbuction, or
copied in part or in whole
without pennission from
lhe builder. 0 2023
Slarlighl Hamm
UST RINISION
ST*VEOS-
ILL
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ISSUE DATE:
11.22.2023 FOR
REVIEW
REVISIONS:
LOT 140
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s� �S
These drawiW are the
properly of swot
Homes and are not to be
ROOF TRUSSES PER
STRUCTURAL EMNEER —\
1�
utilized for construction, or
Copied In part or In whole
without permission from
the builder. 0 2023
StadVA Homes
2yp�00R PL
-- — —— —
LAST REVISION
OWNER'S BED 2
m BED
— — — — — 3ND FLOOR FN'. ��
1ST FLOOR
1ST FLv`w¢rrr.
w -
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ELEVATION KEYNOTE LEGEND
E2
MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED
E4
8"SOLDIER COURSE
E5
ROWLOCK COURSE
E7
FYPON OR EQUIVALENT LOINERED VENT. SIZE AS NOTED
Eq
CORROSION RESISTANT ROOF TO WALL FLASHING. CODE COMPLIANT FLASHING MUST
INSTALLED AT ALL ROOFNAALL INTERSE
E12
FIBER CEMENT SHAKE SIDING PER DEVE
E13
FIBER CEMENT LAP SIDING PER DEVELOPER W1 5t4x4 CORNER TRIM BOARDS
E15
FIBER CEMENT PANEL SIDING W/ I X3 BATTS AT 16"O.C. (VINYL BOARD AND BATTEN
gIDING)
1E18
11 X FIBER CEMENT TRIM OR EOUAL. UN.O. SIZE AS NOTED
JE17
I FALSE WOODIVINYL SHUTTERS. TYPE AS SHOWN. SIZE AS NOTED
* =EGRESS
ALL WINDOWS VA40SE OPENING IS LESS THAN W ABOVE I
THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN
72"ABOVE THE OUTSIDE WAUaNQ SURFACE MUST HAVE
WINDMOPENING CONTROL DEVICES COMPLYING WITH THE
FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL
RIGHT ELEVATION'N'
0 1/4'��10' AT 2r�� LAYOUT 1 ff = I-UAT 11* X 17" LAYOUT
�LOT 1401
FRONT ELEVATION'N'
- -- ;X2:�7
AT Y�X lAr = l'-Ir AT I I " X 17' LAYOUT
REAR ELEVATION'N'
1 4' �- -1'(r AT 2;;3�Y��JT Iff = I'-(rAT 11"X 1r LAYOUT
cz
+
0
MCC
ISSUE DATE:
11 .22-2023 FOR
REVIEW
REVISIONS:
M%,uL-&
MR-PIL. HII
E VOW HT
L- - _
These drdwkW are lho
pmmdyofsww
Homes and are not tD be
utilized for conshIctlDn, or
)OR FLN Copied in part or in whole
wftW permission from
the bd*. 0 2023
slarligiblHomes
LAST REVISION
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CM
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0
ILOT 1470
WPIWI
PAI
TIO
A/C COND,
B
ISSUE DATE:
11.22.2023 FOR
REVIEW
REVISIONS:
30 a WIC I
FAMILY RM
OWNER'S_,
BED
TV-4
FAN AS
E
REOUIREOPER
STATE AND A
UDINGfl r
CODE
These diawings am the
I
pmpotly of Starliilht
Homes and are not to be
DISHWASHER
utilized for constniction, or
o
Z?
K ITCHEN
DISPOSAL
in in
copied part or whole
Z -220V
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wilhout permission from
the builder. 0 2023
/
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HVAC �j3
Li
wo cvd. 30.
......... I.. 6FI
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ML7:
LIGHT/
lo WC
MICROWAVE
SERVICE
PANEL
Slarlight Homes
LAST REVISION
STANDARD ELECTRICAL BOX HEIGHTS
TO UGHT/
-SWITCH -
BELOW
KEYLESS wlc,-
W I
u IN
IN V/
SERVICE PANEL
SIZE AND LOCATION
PER BUI
PUMP. .0
-SWITCH IF ii6.
ABOVE
30A, ELEC.
WATER HEATER
GARAGE
LAST S"ED BY:
v
A C
SPECIFILDER6
AND
j
ELECTRIC METER
-------
ENTRY
BED 3
BED 2 ICE -0
GFI DOOR
OPENER
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[NOTE: EXTERIOR W.P. T REQUIRED NEAR AoC CONDENSER (NOT SHOWN)
OUTLE
SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES
SECOND FLOOR PLAN'N'
.' - —;;ZL;YO�
FIRST FLOOR PLANN'
OVER BATH CABINETS OVER KITCHEN CABINETS
&'-114'� 1:� —AT -1'-1TAT1I*X1rLAYOUT
-1--'
I-W AT 11'X IT LAYO4fr
0
NOTES:
LEGEND:
PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES.
PROVIDE REO0RED NATIONAL ELECTRICAL
*
AND INSTALL ARC FAULT CIRCUITANTERRUPTERS (APC4) AS BY
CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.
ALL EXHAUST FANS SHALL HAVE SACKDRAFT DAMPERS.
G�F—TcMuITAW�
CE—F— �T
FANAJGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED 'SUITABLE FOR WET 08 DAMP LOCATIONS.'
L�TF�
ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SR4U. BE ENGINEERED BY OTHERS. THE
�—CHEDDUPLEX=ET
FWVOE�W%-O�M
CONTRACTOR $MAU. BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT.
#
(vp).�� 0
PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES
�T.T
PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS RECRARED BY NATIONAL ELECTRICAL
CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.
ELECTRICAL CONTRACTORTO PROVIDE REQUIRED DIRECT HODK-UPSACUTOFFS
HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS.
ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS. SAM 1ANY � FIIS,
$4
wma
SHEETNO'.
DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIOta
PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURERS
.6
PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE
FL 6.11
HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP.
NOTES:
REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL ARE
PROTECTION DETAILS.
REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL
TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE
THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY.
'VILENG4
REFER TO CA NEERS DRAWINGS FOR ALL BUILDING LOCATIONS
AND PAD HEIGHTS
FIRE PARTITION/
FIRE BARRIER LEGEND
2- HOUR DWELLING
I SEPERAnONWAU. I
- WATER CONNECTION
-SEWER CONNECTION
FIRST FLOOR PLAN 8-PLEX
1/r = 1"9* AT 2;=:�rZ 1Ar = 1-T AT 1 1"X MLAYOUT
TRA-F1 *AU. SEWER CONNECTIONS SIT BETWEEN STREET AND SIDEWALK
Cz
0
ISSUE DATE:
11.22.2023 FOR
REVIEW
REVISIONS:
These ftwkV are the
pmpeq of Stadi*
Homes and am not to be
udlized for cons#wtiDn. or
copied in part or in whole
WNWPM*Amfmm
the builder. 0 2023
StPAW Homes
LAST REVISION
I —
LAST SAVED BY:
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NOTES:
FIRE BARRIER LEGEND
REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE
PROTECTION DETAILS.
2- HOUR DWELLING
REFER TO LARGER INDIVIDLIAL PLANS AND ELEVATIONS FOR ALL
SEPERATION WALL
TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE
THESE CONPOSITE PLAN ARE FOR REFERENCE ONLY.
-WATER CONNECTION
REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BULGING LOCATIONS
SEWER CONNECTION
AND PAD HEIGHTS.
lw_w
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FIRST FLOOR PLAN 8-PLEX
0 114"- 1*-;�AT 2;M��Z lfir = V-MAT Il'X 17'LAYOLFr
*ALL SEWER CONNECTIONS SIT BETWEEN STREET AND SIDEWALK
0
191-W
1914r
Cm
+
0
ISSUE DATE:
11.22.2023 FOR
REVIEW
REVISIONS-7]
These drawkW are the
Property of Sww
Hornes and are not lo be
utilized for construction, or
copied in part or in wtole
WOW pwnWW from
the buildler. 0 2023
Staftht Homes
LAST REVISION
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X cv)
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0
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LL
NOTES: FIRE PARTITION/
FIRE BARRIER LEGEND
REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE
PROTECTION DETAILS
2 HOUR DWELLING
REFER To LARGER INDMDUAL PLANS AND ELEVATIONS FOR ALL SEPERATION WALL
TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE.
THESE CONIPOSITE PLAN ARE FOR REFERENCE ONLY. WATER CONNECTION
REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS
AND PAD HEIGIM SEWER CONNECTION
SECOND FLOOR PLAN 8-PLEX
1/4= 1.(r AT 22)CW LAYOUT 1,W . IT AT I I " X 17' LAYOUT
Cz
0
C13 —j
I UE ATE-
1 1!2S2.2OD23 FOR
REVIEW
REVISIONS:
These drawkW are the
Property of SWW
Homes and are nol to be
utilized for DDrismiction, or
copied in part or in whole
wilhout permission from
the builder. 0 2023
Starlight Hmff
I LAST REVISION I
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NOTES: FIRE PARTITION/
REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE FIRE BARRIER LEGEND
PROTECTION DETAILS.
2- HOUR DWELLING
REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL SEPERATION WALL
TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE.
THESE COMIOSITE PLAN ARE FOR FIETERENCEOFLY. WATER CONNECTION
REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS
AND PAD HEIGHTS, SEWER CONNECTION
SECOND FLOOR PLAN 8-PLEX
0 IW - l-V AT 22*)CW LAYOUT ifir . 1'4r AT I I' X 17- LAYOUT
CD
+
0
1= 3:
ace
ISSUE DATE:
11.22.2023 FOR
REVIEW
REVISIONS:
These drawinp are #w
property of Starliftht
Homes and are not to be
ulili�ed for Construction, or
copied in part or in wbole
without permission from
the bulder. 9 2023
Starlifilit HomeW
LAST REVISION
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A2.1.1
PLAN 1386 i PLAN 1386 i PLAN 1386
LOT 133 LOT 134 LOT 135
ELEV OR I ELEV KR ELEV M
FRONT ELEVATION 8-PLEX
1/d' = 1'-0' AT YlX34' LAYOUT tier. 1'-0' AT 11' X IT LAYOUT
PLAN 1386 1
LOT 136 1
ELEV AR
PLAN 1386
LOT 137
ELEV K
x
CM
+— w
a
Q
ISSUE DATE:
11.222023 FOR
REVIEW
REVISIONS:
These drawkW are the
properly of Stadight
Homes and are not to be
ufiized for construction, or
copied in part or in wlale
wiftUt permission from
the builder. 0 2023
Starlight Homes
LAST REVISION
SHEET NO
A5.1
I I I I I i
i WI i i
PLAN 1386 i PLAN 1386 i PLAN 1386 i PLAN 1386 i PLAN 1386
LOT 136 1 LOT 137 LOT 138 LOT 139 LOT 140
ELEV AR I ELEV K i ELEV LR I ELEV B I ELEV N
FRONTELEVATION 8-PLEX
lhr-1 AYOUT 1/e'. V-0' AT 11'% 1T LAYOUT
CD
W
J f
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� x
Q
ISSUE DATE:
11.22.2023 FOR
REVIEW
REVISIONS:
These drawing are the
property of StPAW
Homes and are not to be
utilized for cerrstnrction, or
copied in part or in whole
wbM perntsion from
the bidder. 0 2023
Starlight Homes
LAST REVISION
%..P
X•Q11T,
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SHEET W.
A5.1.1
PLAN 1386
LOT 137
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PLAN 1386
1 LOT 136
ELEV AR
m
386
PLAN
3
ELEV
M
REAR ELEVATION 8-PLEX
1W =1'-0' AT 2210C LAYOUT Ifir = 1'-0" AT 1 V X 17- LAYOUT
PLAN 1386
LOT 134
ELEV KR
PLAN 1386
LOT 133
ELEV OR
Cm
0
t�
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t-
ISSUE DATE:
11.22.2023 FOR
REVIEW
REVISIONS:
These drawin% are the
properly of Starlight
Homes and are rot to be
utlized for mnsiruction, or
copied in part or in whole
without permission from
the Wider. 0 2M
Starlight Homes
LAST REVISION
92
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M N
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J 117
SHEET NO:
A5.1.2
PLAN 1386 i PLAN 1386 � PLAN 1386
LOT 140 h LOT 139 � LOT 138 h
ELEV N � ELEV B � ELEV LR �
r, REAR ELEVATION 8-PLEX
L% 1/4' = 1'-0" AT 22"X34' LAYOUT 1R' � 1'-e" AT 11' X 1T IAYOUT
' 1 PLAN 1386
1 LOT 136
� ELEV AR
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F
ISSUE DATE:
11.22.2023 FOR
REVIEW
REVISIONS:
These drawings are the
property of sfa W
Hanes and are not to be
utilized for constructon, or
copied in part or it whole
without permission from
the bulder. 0 2023
Starlight Homes
LAST REVISION
X M ao
CIO CO)W r O
00 O w
J
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SHEET NO
A5.1.3
PER BULDER AM POWER LAYOUT PLAN 1386
LEFT ELEVATION 8-PLEX
(D -t
1=14�71'-O:ATZ17� LAYOUT 1W=1'-(rAT11-Xl-rLAYOU-r LOT 133
ELEV OR
PLAN 1386 ER ILDER AND POWER LAYOUT
LOT 140 RIGHT ELEVATION 8-PLEX
�1/4* 177 AT �2r�� LAYOUT 1jW=1'-WAT11"X1'rLAYOUff
ELEV N
CM
+
0
I 3SUE DATE:
11.22.2023 FOR
REVIEW
REVISIONS:
These drawings are the
property of Slafthl
Homes and are not to be
ulilized for constwtion, or
copied in W or in whole
without permission from
the bulder. 0 2023
stai"Homes
LAST REVISION
LAST
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BUILDING KEY
C13
ISSUE DATE:
11 .22-2023 FOR
REVIEW
FIREBLOCKINGATFAVES 4'-V 1 4'-0" TYP. FIRE RETARDENT
No SOFFIT VENTS ALLOWED
IN HATCHED AREA OF
1—
PLYWOOD NIIN
EAVES.
V-(r EACH SIDE OF
TENANT SEPARATION
SOFFIT TO BE
NOATTICVENTINGOR
REVISIONS:
N014-COMBUSTIBLE SOFFIT
OPENINGS ALLOWED, PER
2020 FLORIDA BUILDING
CODE -RESIDENTIAL I
SECTION F=.2.2
— — — — — — — — — —
...... . ..... - - --- - -----------
- — — — — — — — — —
—
-- —
— — — — —
These drawinlis are the
pmperly of stawol
Homes and are not to be
utilized for constrwilon, or
4
copied In part or in whole
without permission from
the bWer. 0 2M
......... . . ... ..... ......
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LAST REVISION
W,
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4*-V
TYP. FIRE RETARDENT
ISSUE DATE:
NO SOFFIT VENTS ALLOWED
PLYWOOD MIN
11.22.2023 FOR
IN HATCHED AREA OF EAVES.
-r-(r EACH SIDE OF
REVIEW
TENANT SEPARATION
SOFFIT TO BE NO Arnc VENTING OR
N( w SLE SOFFIT
COMBUSTI
v
OPENINGS ALLOWED, PER
2M FLORIDA BUILDING
REVISIONS:
COIDE-RESIDENTLAL I
SECTION R30222
�7'-;47
.. . . . ............. . .... . ...... . . ............... . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
These drdwirigs am the
pq*rlyofsww
Homes aW am not to be
r
utizod for construction, or
copied in or in %hole
I A
wkhm wmissioni from
the buMer. 0 2023
SW*M Homes
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.... . .......... . ... .
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LAST REVISION
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LAST SAVED BY:
FUDGE
4 "
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BUILDER.
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RIDGE!
RIDGE -
CRICKET PER
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ISSUE DATE:
01 PANEL
01-16-2023 FOR
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REVIEW
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REVISIONS:
(2) 3"PVC r Pvc 2- PVC
BY OTHERS (1 #4 Or (1) #4 CU
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NOTE: ELECTRICAL PANEL DIAGAAM IS FOR SCHEMATIC
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VERIFIE IN FIELD TO MEET ALL APPLICABLE REQUIREMENTS
OF THE 12)017 NATIONAL ELECMCAL CODE.
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LAST REVISION
8-UNIT ELECTRICAL PANEL DIAGRAM
DETAIL 1
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PLUMBING RISER DIAGRAM
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2 GALVRODS
02 CU
NOTE: ELECTRICAL PANEL DIAGRAM IS FOR SCHEMATIC
PURPOSES ONLY. ALL INFORMATION SHOWN WAS
PROVIDED BY THE ELECTRICAL INSTALLER AND MUST BE
VERIFIED IN FIELD TO MEET ALL APPLICABLE REOUIREWNTS
OF THE 2017 NATIONAL ELECTRICAL CODE.
8-UNIT ELECTRICAL PANEL DIAGRAM
SHEETNO.
DETAIL 2
3 1* . l'-Cr AT 22*)CW LAYOUT 1`0'AT 11"X 17* LAYOUT
D-5
1111.1111DINGOODE., FLORIDA BUILDING CODE. RESIDENTIAL. 7TH EDITION pmo)
MINIMUM RON LOADING:
TOP CHORD LIVE LOAD.
LESS THAN 4012 PITCH PD PSF
4M2 PITCH OR GREATER 16 PSF
TOP CHORD DEAD LOAD:
METAL OR SHINGLE PSF (REFER TO NOTE 1)
CONCRETE OR CLAY TILE_15 PSF (REFER TO NOTE 1)
1. BUILDER SHMI VERIFY WITH ROOF COVERING MANUFACTU'REF'S VR`TEN
SPECIFICATIONS. AND SHALL NOTIFY ENGINEER OF RECORD IF ADDITIONAL LOADING IS
REQUIRED.
BOTTOM CHORD LIVE LOAD.
UNINHABITABLE ATTIC WITHOUT STORAGE IOPSF
UNRIMASITABLE ATTIC WITH LIMITED STORAGE 20 PSF
HABITABLE ATTIC. AND ATTIC SERVED WITH FIXED STAIRSISWING DOOR __sO PSF
ATTIC LOAD COMCURRENCY AND STORAGE AREA CLASSIFICATIONS SHALL BE APPLIED AS
DEFINED IN THE GOVERNING 13ULDING CODE SECTIONS: FBC-R30I 5 OR FBC 1677.1
BOTTOM CHORD DEAD LOAD 10 PSF
1111114MUMFLOORLOADM
TOP CHORD LIVE LOAD.
RESIDENTIAL FLOOR 40 PSF
GAME OR GATHERING ROOMS____X PSF
STAIRS 40 PSF
DECKS- 40PSF
MCONIES (LESS THAN 100 SF) ... P PSF
BALCIONFES IODPSF
TOP CHORD DEAD LOAD:
CARPET, VINYL, OR WOOD 10 PSF
CERAMICTILE 10 PSF (REFER TO NOTE 2)
2. TILE FLOOR LOAD No ASSUMES AN INSTALLED WEIGHT OF 7 PSF OR LESS (IN ADDITION TO
IW
A 23024NCH OSS SUBSTRATE) FOR THE TILE ASSEMBLY AS DEFINED IN THE TCNA
HANDBOOK FOR CERAMIC, GLASS, AND STONE TILE INSTALLATION. THE CONTRACTOR
SHALL VERIFY THE TILE ASSEMBY WFJG14T AND SUPPORT REQUIREMENTS. IF THE
ASSEMBLY EXCEEDS 7 PSF , OR REQUIRES FLOOR JOISTITRUSS SPACING LESS THAN
244NCHES D.C., CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION.
BOTTOM CHORD LIVE LOAD__q PSF
BOTTOM CHORD DEAD LOAD_-j5 PSF
QUARDBANDHANDRARS;
CONTINUOUS LCAD_50 PLF
MAXIMUM POINT LOAD 310 USS
IN -FILL COMPOW-NTS_____PO PUP
DEFusenom CRITERIA.
ROOF RAFTERSITRUSSES
LIVE LOAO_L 1240
TOTALLOAD 1240
FLOOR JOISTSMUSSES
LIVE LOACL_L 1380 (REFER TO NOTE 3)
TOTALLOAD 124D (REFER TO NOTE 3)
3- FLOOR COVERINGSS MAY REQUIRE STIFFER DEFLECTION REQUIREMENTS. REFER TO
FLOOR MANUFACTUREWS WFUTUEN SPECIFICATIONS. FOR TILE FLOORING. REFER TO THE
TCNA RECOMMENDATIONS FOR DEFLECTION LIMITS FOR THETILE ASSEMBLY THE
CONTRACTOR SHALL VERIFY THE FLOOR COVERING DEFLECTION REQUIREMENTS. AND
CONTACT ENOUNER OF RECORD FOR REVIEW PRIOR TO INSTALLATION IF STIFFER FLOOR
MEMBERS ARE REQUIRED.
WALLS
V61NO LOADS WITH PLASTER OR STUCCO FINISH 138D
WIND LOADS WITH OTHER BRITTLE FINISHES 1240
WIND LOADS WITH FLEXIBLE FINISHES L118D
DIFFEFOAM11. DEFLECTION:
THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS BETWEEN
ADJACENT ROOF AND FLOOR TRUSSES OR JOISTS TO TWICE THE SPACING DIVIDED BY THE
DEFLECTION LIMIT. FOR TYPICAL FLOOR AND ROOF MEMBERS SPACED AT 24'O.C., THE
ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS TO THE
FOLLOWING VALUES:
ROOF RAFTERS0TRUSSES SPACED AT 2C O.C.
LIVE LOAD L1240; 02(r MAX DIFFERENTIAL DEFLECTION
TOTAL LOAD_L I ISM 02r MAX DIFFERENTIAL DEFLECTION
FLOOR JOISTSfrRUSSES SPACED AT 24'O.C.
LIVE LOAD_L 13W: 0.17 MAX DIFFERENTIAL DEFLECTION
TOTAL LOAD_L 1240: 02W MAX DIFFERENTIAL DEFLECTION
A.B HOR SOLT
Ar AIR CONDITIONER INT. INTERIOR
A-F.F ABOVE FINISHED FLOOR MAX MAXIMUM -
A.H.U. AIR -HANDLER UNIT MCD MONTA CONSULTING DESIGN
ALT. ALTERNATE MIN. MINIMUM
A.T.R. ALL THREAD ROD MONO. MONOLITHIC
BCDL BOTTOM CHORD DEAD LOAD MPSI MILLION POUNDS I SQUARE INCH
BRG. BEARING NO. NUMBER
CANT. CANTILEVER N.T.S. NOT TO SCALE
t CENTER LINE O.C. ON CENTER
CA CONTROL JOINT OPT. OPTIONAL
CMU CONCRETE MASONRY UNIT PUF POUNDS PER LINEAR FOOT
COW. CONTINUOUS PLT. PLATE
D.F. DRINKING FOUNTAIN PSF POUNDS PER SQUARE FOOT
CIA. DIAMETER PSI POUNDS PER SQUARE INCH
EA. EACH P.T. PRESSURE TREATED
ELEC ELECTRICAL RECTI) REQUIRED
ELEV ELEVATION RM. ROOM
E.O.R. ENGINEER OF RECORD R.O. ROUGH OPENING
E.W. EACH WAY SCL STRUCTURAL COMPOSITE LUMBER
EXT. EXTERIOR SGID SLIDING GLASS DOOR
FOC FLORIDA BUILDING CODE S&L seem
F.F.E. FIN414ED FLOOR ELEVATION SPF SPRUCE PINE FUR
FUR. FLOOR SQ� FT. SQUARE FOOT I FEET
FND' FOUNDATION SUB SUB -CONTRACTOR
F.R. FIRE RATED SYP SOUTHERN YELLOWPtNE
FT. FOOTIFEET TCDL TOP CHORD DEAD LOAD
Fro. FOOTING TCUL TOP CHORD LIVE LOAD
F.V. FtEUDVFFUFY T.O.M. TOP OF MASONRY
GALV. GALVANIZED T.OW TOP OF WALL
G.C. GENERAL CONTRACTOR TRANS. TRANSOM
G.T. GUIDER TRUSS TYR TYPICAL
GYP. GYPSUM U.N.O. UNLESS NOTED OTHERWISE
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0.98
BASIC VELOCITY PRESSURE
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ROOF SHEATHM &
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ROOF SHEAT14ING AND NAJUNG
SHEATHING
ROOF EATHNG NAILING'
ALTERNATE ROOF SHEATHING NAILING:
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MATCH THOSE OUTLINED IN SECTION RW&l CALCULATIONS CAN BE PROVIDED UPON REQUEST
I . ALLSHEATH SHALL BE EXTERIOR EXPOSURE I APA RATED
SHEATHING. FOR SHINGLE ROOFS. 036 OR PLYWOOD
(MINIMUM SPILY) CONSTRUCTION IS PERMITTED. FOR TILE &
METAL ROOFS. PLYWOOD CONSTRUCTION IS REQUIRED
UNLESS OT14ERWISE NOTED IN MANUFACTURERSINFUTTEN
SPECIFICATIONS-
2 BUILDER SHALL VERIFY MINIMUM ROOF SHEATHING WITH THE
SHRIGUE MANUFACTURER'S WRITTEN SPECIFICATIONS.
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A
4. IF ANY PORTION OF ROOF ON THE STRUCTURE HAS A PITCH
LESS THAN OR EQUAL TO 4112. THE BUILDER SHALL USE THE
XX
SHEATHING REQUIRED FOR THE 4112 PITCH FOR THE ENTIRE
4
STRUCTURE.
X
5. THE"EAVE I R DW ZONE IS MEASURED 4 FEET FROM THE
U
PERIMETER OF THE EDGE OF THE ROOF, AND 4 FEET EACH SIDE
OF RIDGES AND HIPS.
S. EDGE - NAIL SPACING ALONG PANEL EDGES.
INTERIOR ZONE
7. FIELD - NAIL SPACING ALONG INTERMEDIATE SUPPORTS IN THE
EAVE I FUDGE ZONE
PANEL FIELD.
S. RSRS-01. RSRS-M RSRS44 ARE RING SHANK NAILS MEETING
a 4 FEET FROM ALL
THE SPECIFICATIONS IN ASTM FINT.
EAVES AND RIDGES a
9. o=*XT SMOOTH SHANK NAILS MAY BE USED IF NOTED IN
PER FSC4M.2(7) I -
THE ROOF SHEATHING AND NAILING TABLE. *N.P * INDICATES
THAT ALTERNATIVE NAILS ARE NOT PERMITTED.
TLEROOM
1. BUILDER SHALL UTILIZE THE RECOMMENDED ROOF SHEATHING
SPECIFICATIONS. BUILDER MAY USE THE ALTERNATIVE ROOF
SHEATHING ONLY WHEN PERMITTED BY THE MANUFACTUREWS
WRITTEN SPECIFICATIONS. 'N.P " INDICATES ALTERNATIVE
SHEATHING IS NOT PERMITTED FOR THIS PROJECT.
GAKE M SHEATHM:
1. MINIMUM EXTERIOR EXPOSURE I APA RATED SHEATHING.
WITH A MINIMUM SPAN RATING OF 24016, AND A MINIMUM
THICKNESS OF 71IV 080 OR PLYWOOD (MINIMUM S-PLY)
CONSTRUCTION IS PERMITTED
I PANELS MAY BE LAID PERPENDICULAR OR PARALLEL TO
SUPPORTS.
3. MAIL WITH (IMUDW0.13V x 2-IrZ NAILS AT 7 D.C. AT EDGES.
ANDrO.0 INTHEFIEUD. INSTALL MIN. 2�4 SYP#2
BLOCKING �i ALL SHEATHING JOINTS.
EKTEMMWALM
REFER TO DETAIL WFIO FOR MORE INFORMATION,
FARTM
REFER TO SHINGLE ROOF TAME FOR NAIL SIZES TO BE USED TO
FASTEN ROOF SHEATHING To ROOF FRAMING. ALL OTHER
SHEATHING APPLICATIONS SHALL BE 0.131" 2-IfZ OR RSRS-03
NAILS GUN DRIVEN NAILS SMALL HAVE HEAD SIZE EQUIVALENT To
HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVE TREADED
MOD SHALL BE HOTDIPPED 7JNC-COATED GALVANIZED STEEL.
THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM
A153.
APA RAIND SWATION N=:
SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL
UN UPPORTED PANEL EDGES AT HIP LOCATIONS OR LOCATIONS
SI
OF A PITCH CHANGE. BLOCKING TO BE 20 SYP 02. NAILED AT
EACH END WITH (3".131". r TOE-NAU.S.
STANDARD NAIL SCHEDULE
STANDARD NAIL
GENERAL DLAMETERF
LENGTH
HEAD DIAMETER
Sd
0.131'x2?
.11.
10d
0.14rxT
.317
.131*xWGUNHAIL
-131'xT
.11.
12d & led SINKER
0.14Wx3r
.31r
led
0.16zx3j,
.3W
(RSRS-M) RING SHANK
0113"x2t
281"
(FtSRS43) RING SHANK
0-131"X21Y
.281"
(RSRS44) RING SHANK
0.12(r.T
.281'
NAILING NOTES
1. CONTRACTOR MAY USE A DIFFERENT NAIL THAN INDICATED
AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND
LENGTH INDICATED.
2. CON CT S MAY USE DIFFERENT NAP UENGTKS-
MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER
NAIL IS USED FT IS ADEQUATE AS LONG AS IT DOES NOT
EXTEND THRU THE MEMBER ITS BEING ATTACHED TO.
3. PER CONNECTOR SPECIFICATIONS ALL NAILS TO BE
SPECIFIED PER CONNECTOR MANUFACTURER
4. ALL NAILS TO MEET ASTM F1867.
INDEX OF DRAWINGS
I SHEET I SHEET TITLE I
S1
S1.1
S2
S2.1
S3
S4
S5
STRUCTURALCOVER
STRUCTURALNOTES
FOUNDATION PLAN
FOUNDATION PLAN
FOUNDATION DETAILS
NOT USED
FIRST FLOOR FRAMING PLAN
PW1 I U373 WALL ASSEMBLY
PW2 U336 WALL ASSEMBLY
PW3 NOT USED
PW4 U347 WALL ASSEMBLY
PW5 V344 WALL ASSEMBLY
SDWC SDWC DETAILS
SDWF SDWF DETAILS
WPI WALL PANEL FRAMING DETAILS
MASTER UPDATES
I NUMBER I DATE I DESCRIPTION I INITIALS P
2W=23 I CREATED 8-UNIT BUILDING TYPEW PER TYTH-BLDG 3 (BFS)
9/5/2023 APPLIED ARCH UPDATED 8-UNIT BUILDING TYPEW RE\RSING PATIO
ITOW-17' PER TYTH-BLDG 15
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COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, ortransler of those documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, U-C is stricily prohibited.
MIDAMI
SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX DRY
DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY
20M PSF
TERIIIIITE TREATIIIIIIEW
REFER TO SECTION R316 PROTECTION AGAINST TERMITES. OF THE FLORIDA SUKUNG CODE -
RESIDENTIAL CURRENT EDRION. FOR FULL LIST OF REQUIREMENTS
#tEnwor4emsTm
1. ALL REINFORCING MEL SHALL BE DEFORMED BILLET STEEL BARS CONFORMING TO ASTU
Aftle
AREFER TO FOUNDATION PLAN AND DETAILS FOR REQUIRED Foo7nNG REINFORCEMENT.
FOOTING REINFORCEMENT $HALL BE MIN. GRADE 40. U.N.0-
SAEFER TO DOIAEL PLACEMENT PLAN FOR MASONRY WALL REINFORCEMENT SIZE AND
GRADE
CAEFER TO UNTEL PLAN FOR MASONRY LINTEL AND BOND BEAM REINFORCEMENT SIZE
AND GRADE.
2. REQUIRED LAP SPLICES SHALL BE AS DEFINED IN TAME BELOW
TAME MDW
REDD LAP SPLICE. EMBEDMENT, AND HOOKED RBW. STEEL (INCHES)
GRADE40
GRADE60
BARSIZE
BENDO
LENGTH
LAPSPUCE
SENDO
LENGTH
LAP SPLICE
W
.1
'C"
Ir
MASONRY
'D* CONCRETE
83
24W
4.10
G'
is,
is,
IF-
#4-
7
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a,
2D`
3'
a,
20'
24"
05
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7-irz
ir
25"
saw
25'
Nr
86
4-1K_
7
6-
30-
4-10
40'
36"
#7
5-1W
10.10
r
41'
5.1w
Sr
5r
#3-2V
"-2V.7
15-2V
3)V
LAPNFUM WANDARDOrHOCK WANWMUrHOOK
CAffr IN PLACE CONCRETE
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 25M PSI,
A SLUMP OF V PLUS OR MINUS 1". AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM
WATEIUCEMENT RAM OF 0-04.
2. WEAMED WIRE FABRIC SMALL CONFORM TO ASTM A485 FOR eXSxWI ' 4xW1 * 4 WWF SMALL BE
LAPPED AT LEAST r & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE Ir-FIDERMIX OF
EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF.
3. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH -THE BUILDING CODE
REQUREMENTS FOR REINFORCED CONCRETE. ACI 318 LATEST EDITION . AND
*SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR SUILOINGS.* ACA 301.
4. FOOTING REINFORCEMENT SMALL BE CONTINUOUS AROUND CORNERS OR SHALL
TERMINATE WITH A STANDARD 904*GREE HOOK AT THE CORNER. REFER TO TABLE MODS
ABOVE FOR REINFORCEMENT HOOK AND LAP DIMENSIONS.
5. SLAB ON OWE REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO
UPPER US OF THE SLAB.
1. HOLLOW CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C90. SHALL BE
NORMAL WEIGHT. SHALL BE LAID IN RUNNING BOND. AND SHALL HAVE A MINIMUM NET
COMPRESSIVE STRENGTH If.) OF 2000 PSI AS DETERMINED BY THE UNIT STRENGTH
METHOD.
2. MORTAR SHALL BE TYPE M OR S. CONFORMING TO ASTM C270
3. GROUT $HALL CONFORM TO ASTM C47S. COARSE GROUT SHALL BE UTILIZEDWITH A
MAXIMUM AGGREGATE SIZE OF 3054NCH AND A MINIMUM COMPRESSIVE STRENGTH OF 300D
PSI.
4. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, USE OF 9 GAUGE LADDER
TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OT14ER COURSE.
5. SHOULD AREAS OF STACK BOND EXIST, UTILIZE 9 GAUGE LADDER TYPE HORIZONTAL JOINT
REINFORCEMENT AT EVERY OTHER COURSE, OR SHALL BE FULLY GROUTED.
S. VERTICAL REINFORCEMENT $HALL BE PLACED AS NOTED ON THE DOWEL PLACEMENT PLAN
WITHIN CELLS FILLED WITH COARSE GROUT. VERTICAL REINFORCEMENT SHALL BE HELD IN
CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP AND BOTTOM AND MAXIMUM 64r
U.N.O. VERTICALLY. TIES TO THE FOOTING & BOND BEAM REINFORCEMENT IS ADEQUATE AT
TOP AND BOTTOM OF WALL; USE REBAR POSITIONERS IN MIDDLE OF WALL
7. NO NON-STRUCTURAL ITEMS (SUCH AS PLUMBING) SHALL BE PLACED WITHIN FILLED CELLS-
S. ALL BUNDLED BAR REINFORCEMENT SHALL BE TIED TOGETHER W MIN. IS Gk TIES SUCH
THAT DISPLACEMENT WILL NOT OCCUR DURING THE CONRETE PLACEMENT OPERATION.
9. VERTICAL REINFORCMENT SHALL HAVE STANDARD 9D4DEGREE HOOK INTO THE TOP COURSE
OF THE BOND BEAM. AND A STANDARD 904)EGREE HOOK INTO THE FOOTING
REINFORCEMENT.
10 EXPANSION TYPE ANCHOR$ SMALL NOT BE USED IN GROUTED MASONRY -
I I - EXCEPT AS SPECIFICALLY NOTED THIS PLAN, THE BUILDER SHALL OBSERVE ALL MINIMUM
CONSTRUCTION REQUIREMENTS SPECIFIED IN THE SPECIFICATION FOR MASONRY
STRUCTURES (TMS ammel,
12- HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO L40RE THAN 1 INCH.
I & MASONRY ROUGH OPENING TOLERANCES - IM TO - Iff
14. DO HOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO
CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI sit LATEST EDITION.
15. VERTICAL FURRING STRIPS WHEN REQUIRED TO BE MAX 2)(P.T. ATTACHED TO CMU W MIN.
0.131 DIAMETER CASE HARD MASONRY NAIL N MIN. I -IW EMBEDMENT OR IW TAPCON W
MIN. I-1rZ EMBEDMENT 0 1 r D.C. MEASURED VERTICALLY AND 4- FROM ENDS. 2X FURRING
TO BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS OR @ MAX ZC D.C.
WOWCONSTWJCTM
I - WOOD CONSTRUCTION SHALL CONFORM TO THE ANSUAWC"HATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION', LATEST EDMON4NDS)
Z LUMBER DENOTED AS SPF82 OR SPF#I/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY GRADED
'NOAM02' BY NLGA, OR BETTER.
3. LUMBER DENOTED AS SYPS2 SHALL BE SOUTHERN YELLOW PINE VISUALLY GRADED *W 2'
By SPB. OR BETTER.
4. OTHER LUMBER SMALL BE VISUALLY GRADED"W. 2'OR BETTER. REGARDLESS OF SPECIES,
U.N. . ON FRAMING PLANS OR DETAILS.
5 ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS. BEARING WALLS,
SHEAR WALLS. AND MISC. MEMBERS (I.E. BLOCKING OR GABLE END BRACING) SHALL BE
SPF#IX2 OR SYPIQ OR BETTER U.N.O.
6. EMD-JWNTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR
WWD) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED.
7. FIELD -CUT ENDS, NOTCHES AND DRUED HOLES OF PRESERVATFVE-TREATED WOOD SHALL
BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.
S. THE PORTIONS OF GLUE HATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS
OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT
PROPERLY PROTECTED BY A ROOF. EAVE OR SIMILAR COVERING SHALL BE PRESSURE
TREATED V-fiTH PRESERVATIVE OR BE MANUFACTURED FROM NATURALLY DURABLE OR
PRESERVATIVE-TREATFD VVOOC-
9. ALL LUMBER SPECIFIED ON DRAWINGS IS INIENDED FOR CRY USE ONLY0401STURE
CONTENT 19% OR LESS). U.N-0 ALLWATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE
RESPONSIBRITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY
OTHERS
10. ANY WOOD FRAME INTERIOR SEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF
THE STUD UP TO I" CIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER I" IN CIA
FOR PLUMBING LINES. ETC. SMALL BE REPAIRED WITH SIMPSON HS82 STUD SHOES. Tw
U.N.O.
I,. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO
STEEL IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF VYDOD TREATMENT
AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE.
AC". ACO-D. CBA-A OR CA-8 REQUIRE HOT -UPPED GALVANIZED OR STAINLESS STEEL
FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT.
12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH. CONCRETE OR MASONRY IS TO
BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMA UI
STANDARD.
13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WTH CONCRETE OR MASONRY.
SEAT S SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP
PLATES.
14.SE PLANF BUILT UP STUD COLUMN AND BEAM NAIUNG PATTERNS
15. REFER TO ESIGN PLANS FOR TOP PLATE ELEVATIONS.
10. TRUNS ING SHALL BE 24'O.C- MAX UNLESS OTHERWISE NOTED. CONVENTIONAL
FRAMING SHALL BE 16' O-C. MAX OR AS OTHERWISE NOTED.
17. AT ALL NON -BEARING WALLS: FRAME STUDS a 24'O.C. W SINGLE TOP AND BOTTOM PLATE
LEAVE I-Iff GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS WITH
SIMPSON OTC CLIP OR 2,4 SYP N.- 2 BLOCKING WITH (2). 0.131'. 7 NAIUS TOP & BOTTOM
IS. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS
FROM FLOOR TO CEILING.
19. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL
HARDWARE BEFORE INSTALLATION.
1. FLOOR JOIST07RU S HANGERS SUPPLIED & ENGINEERED BY FLOOR JOISTITRUSS CO.
2. REFER TO TRUSS MANLI. DRAWINGS FOR TRUSS DESIGNATIONS.
3. GENERAL FLOORING FINISHESARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING
CONCRETE IS REG. CONTACT E-O.R. ALONG WITH TRUSS 00. TO VERIFY FLOOR TRUSS DESIGN.
4. FLOOR JOISTITRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL
CHASES AND PLUMBING TO AVU CONFLICT.
5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED By THE
MANUFACTURER.
0. G.CJBUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND
ADDITIONAL INFORMATION RED. FOR DOOR AND WINDOW INSTALLATION ALONG WTH DIMENSIONS
NOT SHOWN HERE.
FLOOR SHEATHING TO BE 3W PLYWOOD MIN. OR 23W OS6 MIN. APA (48024) RATED SHEATHING
OR STRUCTURAL 1. WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES�
OLUED AND NAILED TO SUPPORT
FLOOR NAILING NOTIM
NAILS. NAILS USED IN ALL FLOORING APPLICATIONS SMALL BE 0.131* x r. 0.131* x WRING OR
SPIRAL SHANK HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS WALL HAVE HEAD SIZE
EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 4* ON EDGES AND Ir IN FIELD.
1. ENGINEERED LUMBER P�7ooucirs SHALL CONFORM TO THE CURRENT EDITION OF THE
ANSIIAWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS),
2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER (SCL) AS
DEFINED BY Nos SECTION &I ONCLUDING LVL. PSI, AND LSL LUMBER) OR STRUCTURAL
GLUED LAMINATED 71MBER AS DEFINED BY Nos SECTION 5.1
VALUES AS FOLLOWS.
I COLUMNS I BEAMS I STUD I
COMB. NO. 50 GLULAM SCL
E - 1.9 MPS1 E = 1.7 MPSI E - zo MPS! E = 1.5 MPSI
FBY-21WPSI FS 2= FB, - 31100 FB - 2200
FBX-2,I00PS1 FT 16M FT - 170D FT - 1500
FCII - 1.700 PSI FC H- 300D FC 11- 300D FC N- 2100
FC--450 FC--9DD FC--450
FV - 285 FV - 285 FV - 150
CONSTRUCTIOld
1. USE IrF CEILING OR SAG RESISTANT BOARD FOR 24'O.C. FRAMING U.N.O.
2.50r TYPE"X7 GYPSUM BOAR SHALL BE USED ON COUNG IN GARAGE WHEN LIVING SPACE
IS ABOVE THE GARAGE
CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED & TRUSS I
FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED FRAMING PLANS I DETAILS
ALONG WCONNECTOR & COMPONENT MANUFACTURERS' SPECIFICATIONS. UNTILSUCH
TIME. TEMPORARY BRACING & SHORING OF WALLS AND FRAME MEMBERS IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS. UNDER STAIR SURFACE
AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH Ir24NCH (127MM) GYPSUM
BOARD.
IIIIIIETAL WATIM I= UM YM PRESWRE TREATM 111110W
IT 13 THE BUILDER'S RESPONSIBILITY TO ENSURETHAT ALL METAL CONNECTORS. METAL
FASTENERS. ANCHORS, NAILS ARE THE APPROPRIATE MATERIAL ANDADR HAVE THE
APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED
WOODS, AS PER THE FOLLOWING GUIDELINES.
1. WOOD TREATED WITH DOT SODIUM BORATE(SSXY. CONNECTOR$ SMALL BE A MINIMUM OW
ZINC COATING.
X WOOD TREATED WITH ACC-C OR ACO-D (CARBONATE) OR OTHER BORATE ")N-DOT)
TREATMENTS: CONNECTORS SHALL BE A MINIMUM 0185 ZINC COATING.
3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE
WOOD TREATER.
4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED NTH ALL TYPES OF
PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REOUREMENTS OF ASTM FIBS?
I - THE TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES WITH A
LIC 'ED ENGINEER% SEAL FOR APPROVAL. THE ROOF PLAN DEPICTED IS Nor INTENDED
ENS
TO SERVE AS A TRUSS DESIGN
A.ALL TRUSS COMPONENTS SHALL BE DESIGNED WITH LUMBER HAVING A SPECIFIC -
GRAVITY (G) OF AT LEAST 0.50
S. THE TRUSS DESIGHMSTEM ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS
CONNECTION DESIGN AND SPECIFICATIONS.
C. BRIDGING FOR PRE-ENGIMEERED TRLMSIES SMALL BE INSTALLED AS REGLARED BY
SS DES"N'SY"TEM ENGINEER UNLESS NOTED OTHERWISE ON PLANS-
2- THE TRUSS MANUFACTURER SK41L VERIFY TRUSS GEOMETRY WITH DESIGN PLANS-
3. DESIGN NOTES SHALL INCLUDE THE MANUFACTUREWS LICENSE TO FABRICATE TRUSSES
UTRIZING THE TRUSS CONNECTOR PLATE SYSTEM PROPOSED.
4. THE CONTRACTOR SHALL APPROVE FABRICATION AND INSTALLAMON DRANNGS SHOWING
SIZE. SHAPE. AND LAYOUT.
S. JOBSITE HANDLING AND ERECTION, INCLUDING TEMPORARY BRACING, DURING
INSTALLATION OF TRUSSES SHALL COMPLY WITH THE CURRENT EDITION OF SBCA BUILDING
COMPONENT SAFETY INFORMATION (BCSI�
S. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR
SUPPORTING WALLS OR MEMBERS VATH CONNECTORS AS SPECIFIED IN THE CONNECTOR
NOTES AND CONNECTOR SCHEDULE.
7. ALL TRUSS UPLIFT CONNECTIONS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF
RECORD. UPLIFT VALUES ON TRUSS ENGINEER114G DOCUMENTS MAY BE DISREGARDED.
S. TRUSS ELEVATIONS AND SECTIONS PRESENTED ON THESE PLANS ARE FOR JM
GENE
CONFIGURATION OF TRUSSES ONLY. IAEB MEMBERS MAY NOT BE SHOWN, AND SHALL BE
DESIGNED BY THE DELEGATED TRUSS DESIGNISYSTEM ENGINEER.
9- WHEN SPAN OF ROOF SHEATHING EXCEEDS 24 INCHES D.C. PROVIDE MIN. 2X4 SYP 02
SLOCKING-.
A.WWN 9LOCIQNG Is INSTALLED PARALLEL TO TRUSS TOP CHORDS: NAILBLOCKINGTO
TRUSSTOP CHORD VW(2WOW5 0.131- X 3- NAILS AT 12- O-C. STAGGERED fr. 13EGINMNG
4'FROM EA. END.
8. WHEN BLOCKING IS INSTALLED PERPENDICULAR TO TRUSS TOP CHORDS, INSTALL
BLOCKING AT 24'O.C. AND NAIL TO TRUSS TOP CHORDS N (3)- 0.131" . XTOE-NAILS OR
FACE NAILS. BEVEL OR MITRE CUT BLOCKING AS REQUIRED.
C. PLYWOOD EDGES AT FUDGES REQUIRE BLOCKING W (3".131 * x 3'TOE-NAILS EACH
END. BEVEL OR MITRE CUT BLOCKING AS REQUIRED.
10. TRUSSX` BRACING: MIN 24 SYP $2 AT ANGLE APPROX. 45* FROM VERT. TO EA- TRUSS
MEMBER,W(3)-o13I-X3-NAILS. SPACE -r BRACINGALONG TRUSS SPAN* 10-W MAX
AND EQUALLY SPACED FROM END OF TRUSS."r BRACING TO START 2[r-(r MAX FROM #1
HIP GROER AND I OR (4) SAYS AFTER GABLE END BRACING. SEE BCSI-03 SECTIONS 1. 2
AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS.
11 . PERMANENT 1A SPF #2 (MIN.) CONTINUOUS LATERAL TRUSS BOTTOM CHORD BRACING
PERPENDICULAR TO TRUSS $PAN AT I V4r D.C. MAX VAN TRUSS SPAN OR PER TRUSS
DESIGN DRAWINGS. ATTACH W(3)-0.13I-X3- NAILS AT EACH TRUSS. OVERLAP BRACING
AT LEAST ONE TRUSS SPACE (24-) PLUS S' MIN PAST BOTTOM CHORD.
12. INSTALL PERMANENT N CONTINUOUS LATERAL RESTRAINT (CLR� ACROSS TRUSS WEBS AS
INDICATED ON TRUSS SHOP DRAWINGS & SCSI-83L rr BRACING MAY BE USED 11.0.
PEMANENT CLO IF IT EXTENDS MIN. 90% OF THE TRUSS WES (SEE WES REINFORCEMENT
TABLE WITHIN SCSM).
13. AT RAISED NEEL TRUSSES. 2.4 SYP 02 PAIN.) AT TOP AND BOTTOM OF HEEL W (2) 0-131-. 3-
TOE-MLS REDID. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND
INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 17 TALL ZK4 SYP 02
BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES.
THEN BOTTOM TO TOP W (2) 0.131'x 7 NAILS AT EACH TRUSS MEMBER (DIAGONAL
BRACING)
14. OIAGONAL BRACING REQUIRED AT CONTINUOUS LATERAL RESTRAINT (CLR) PER SCSI-83.
15. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S. THIS LAYOUT HAS BEEN
PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE
AN ENG114EERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRICTION OR
TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE
SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL AT THIS TIME
THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEWOF
THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS. ADDITIONAL FEES MAY APPLY.
STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT
ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO
REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING 18 SHOWN. NO TRUSS APPROVAL IS
REQUIRED. UNLESS LAYOUT IS REVISED NOUT WRITTEN APPROVAL FROM MCD.
IS. IF DESIGN DOCUMENTS INDICATE THAT AN AIC UNIT 15 TO BE RECESSED INTO THE ROOF
SYSTEM. THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO
DETERMINE THE REQUIRED SIZE. (2) 7511, MIN POINT LOAD SHOULD RE ADDED TO EITHER
THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD
BE INDICATED ON THE TRUSS SHOP DRAWNGS. CONNECTIONS OF THE AIC UNIT TO THE
TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR AIC SUPPLIER. REFER
TO DETAIL TOM THIS SHEET.
PER CURRENT EDITION FBC-R SECTION M1305:
TO CONTRACTOR;
ATTICS CONTAINING APPLIANCES SHALL BE
CONTACT EOR FOR
PROVIDED WITH AN OPENING AND
ADDITIONAL REVIEW PRIOR
UNOBSTRUCTED PASSAGEWAY LA TO
T
TO CONSTRUCTION IF
ALLOW REMOVAL OF THE LARGES C BUT
TRUSSIPLAN ORIENTATION
NOT LESS THAN W HIGH AND 2r WIDE. A LEM
AT AIR HANDLER UNIT
SERVICE SPACE NOT LESS T14AN 31r DEEP AND Mr
OWMRS THAN INDICATED 11
WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE
THIS DETAIL
APPLIANCE WHERE ACCESS IS REQUIRED. REFER TO
SECTION U1305 FOR ADDITIONAL REQUIRED
12
INFORMATION NOT COVERED ON MAIL
SEE
ROOF SHEATHING
PLAN
ATTACH PER NAUNG
SCHEDULE
22* MIN.
GENERAL NOTE;
INSTALLATION AND/Oft
REG IREMENTS OF
THE AIR HANDLER
UNIT OR 2A 02 BY RAT RUN
SYSTEM
TOP AND BOTTOM MIN
SMALL BE PROVIDED
BY MECHAM (2) SAYS PAST A/C
L ION. M N (3) BAY
CONTRACTOR OR BY
OTHERS. NOT BY NCO LAPW(2)0.16rx
3.1 re NAILS TO EACH
TRUSS ' TYPEACH
SIDE
STANOMDTRUSS
BOTTOM CHORD
A/C IN TRUSSES
3W=I'-W
FIELD REPAM MOM
I. 01MITTED REBAR
DRILL A SW 0 HOLE MIN. V DEEP AT LOCATION OF OMITTED RESM. AND INSTALL 05 BAR
INTO EPDXY FILLED HOLE EPDXYTO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW
MANua INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILL04G ARE REMOVED
FROM HOLEW COMPRESSED OUR PRIOR TO APPLYING EPDXY ALLOWEPDXYTOCURETO
MANLrS SPECIFICTIONS. THEN FILL CELL IN NORMAL WAY 6iRING BONDBEM POUR. USE
3(r MIN. LAP SPLICE. HOOKS. AT TOP OF BAR TO BE IAN. 12 BAR DIAMETERS(EXCLUDING
BEND),
2. THE CONTRACTOR V!=ANY PLAN INDICATED STRUCTURAL CONNECTOR
MAINTAINING THE SUBSTITUTED CONNECTOR EXCEEDS ALL PUBLISHED VALUES WITH
REGARDS TO BOTH UPLIFT AND LATERAL VALUES. ADDITIONALLY. ALL STRUCTURAL
CONNECTORS SMALL BE INSTALLED PER T14E PRODUCT MANUFACTURERS SPECIFICATIONS.
3.9rAIRPOINVIIISIMM
2XI 7S MAY BE USED ILO 71MBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE
USED FOR RISERS & TREADS ILO 2d7S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.)
4. METAL 81UD SUBSTITUTION
V400D STUDS MAY BE SUBBED W METAL STUDS IN NON -LOAD BEARING WALLS
5. 010111IM J41OLT
-IrZ ALL THREAD ROD %W 7 x 7 SQ. WASHER DRILL & EPDXYW SIMPSON SET-XP EPDXY
WITH MIN. r EMBEDMENT.
_ir
ZW SIMPSONTITEN HD THREADED ANCHORS W LSP1r2 WASHER MAY BE USED ILO 10
J-SOLT. TAPOON FASTENERS MAY BE USED ILO SIMPSON ITTENS
S.MORTARJOINTS
FOR BED JOINTS UZA -, GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQv)
FOR HEAD JOINTS GREATER THAN 3W. GROUT FILL CELL IN BLOCK AFFECTED ON EASIDE
OF JOINT. PROVIDE (1) 05 VERT. REINF. IN EA. CELL CONT. PER PLAN.
-EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW. AS WELL AS Id (2)
COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL VAN THE SPECIFIED TOLERANCES.
THE ADDED VERTICAL REINFORCEMENT IS NOT REQ`D TO BE EPDXIED INTO TIE BEAMOFTO
-FOR BLOCKS NOT STAGGERED, GR04JT FILL CELL EAL SIDE OF JOINT AND PROVIDE (1) 06
VERT. REINF. IN FA CELL CONT. PER PLAN.
7. OVEINVIM�CMU WALL
-FOR CMU OVERHANGING FOUNDATION <10. NO FIX IS REDID POUR TIESEAM A VERT. CELLS
PER PLAN.
-FOR CMU OVERHANGING FOUNDATION FROM GROUT FILL FIRST (3)COURSES IN
WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN
-FOR CMU OVERHANGING FOUNDATION OVER I-Iff. CONTACT EOR FOR REPAIRS.
1117RUCTIIIIIIIIIAL 8TEEIL
1. MATERIAL SPECS:
- WIDE FLANGE SECTIONS: ASTM A982. FY - SOKSI FU -am
- TUBE STEEL (HSS� ASTM ASM. GRADE 0. FY = 42 KM
- PIPE STEEL, ASTM A53. GRADE S. FY = 35 KSI
- ALL OTHER STRUCTURAL& MISC. STEEL: ASTM A36. FY = 36KSI
2. STRUCTURAL STEEL CONNECTIONS:
ALL SOLT CONNECTIONS SHALL BE AT'SNUG-TIGHrCONDITION AS DEFINED IN AISC390.
BOLTS USED IN STEEL CONNECTIONS: A325 UN.O�
ANCHOR BOLTS CAST IN CONCRETE: ASTM F1554 GRADE 36
BOLTS SMALLER THAN SW Dtk: A307
ALL SHOP AND FIELD WELDS TO USE E7UXX ELECTRODE
3. STEEL SHOP DRAWINGS TO BE PROVIDED TO EOR FOR REVIEWAND APPROVAL BEFORE
FABRICATION. SHOP DRAWINGS TO INCLUDE ALL SHOP AND ERECTION DETAILS INCLUDING
PROFILES SIZES. SPACING. & LOCATIONS OF STRUCTURAL MEMBERS. CONNECTIONS
ATTACHM6iTS (INCLUDING WELD SIZE AND TYPE� FASTENERS. LOAD. AND TOLERANCES.
4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY
ARCHITECT) EXCEFT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION.
5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD
INSPECTION TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT
REPORTS TO ARCHITECT AND ENGINEER.
IF DESIGN DOCUMENTS INDICATE THAT AN
A/C UNIT IS TO BE RECESS INTO THE ROOF
TRUSS SYSTEM. THE TRUSS SUPPLIER
SHALL DESIGN TRUSS TOP CHORDS ANDIOR
BOTTOM CHORDS TO SUPPORT A MIN. (2)
7511, POINT LOAD EACH TRUSS AT THE AIC
LOCATION. MEANS OF NC SUPPORT SHALL
BE BY OTHERS
I- STANDAROTRUSS
TOP CHORD VARIES
OTHER TRUSS VEBS NOT
SHOWN FOR CLARITY
AIR HANDL �R UNIT.
SIZE AND
SPECIFICATIONS BY
BUILDER. NOT MCD
2X4 #2 SYP CROSS
BRACING (AT 45') AF
(3) I4rx3-IArNAJLS
TORAT UNS.TYP
EACH SIDE
DRAM PAN&
CONDENSATE LINE BY
OTHERS
PBY BUILDER-A-SRED-1)
FOR LEVEL WORKING
SURFACE
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COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCtATES, LLC. Any use, duplication. or transfer of thess documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is stfictly prohibited.
13WM I 1387-AR I i3OO-K 1 1386-LR - 1387-8 1 13WN
BUILDING KEY
WWW DOOR RECE= NOTE,
FOUNDATION NOTES:
INSWING DOORS WITH COVER (MIN SIFT RADIUS IN
ALL DIRECTIONS FOR SIDES OF DOOR) 00 NOT
1. PROVIDE M. 6 MOL APPROVED VAPOR BARRIER. AL. JOINTS TO BE LAPPED
NEED TO HAVE A RECESS AT THE SLAB. IF THE ON
OR. V AND SEALED. REFER TO FSC�R CURRENT EDITION SECTOR ROW23 FOR
COVER IS NOT MET IN ANY DIRECTION, A RECESS IS
REQUIRED ��
REQUIRED AND CONTRACTOR To FOLL06VTHE TYP
MCON"B"Na"'a"O""N'RH."NELOW"W"
RECESS DETAIL. INEW"M DOORS VffH No COVER
FABRIC VWVF). �90 N UNDOUS TO UPPER 14 OF SLAB DEPTH OVER 6
REQUIRE A RECESS
MU- VAPOR WINES ON COMPACTED FILL "M MEMN MY BE USED W
WRIF MEN FIBER � MEETS OR EXCEEDS SPISOMATIONS SET FORTH
INCURRENTOODEEDMON).
3. CONSIST` W MAN. SPECIFICKTIONS PRIOR TO POURNO Olt RECEMM DOOR
SILLS SHARING DOORS WITH COVER OWN 5FrRADIUS WALL FOR
��DOOR)DO�NEWARSCMAYSLAILWMCOV19tSWTMEt
M�M�.ARECEMERWO&CONTRACTO$tTOFOLLOWTMTYP.
RSCESSOETAIL. OMMM DOORS WITH MOCOVER REOMEAftW=
4. EXTERIOR $LABS SMALL SLOPE IW PER FOO`rAWkYFROM HOUSE
5 CONTROL JOINTS (IF SIHOWNI ARE*OT REODIFYCODE BUT ARE
IESPECIALLYWRE UMOFMERREWF.CMC4CONMOLJOIWMTOSESM
MI
CUT A DEPTH OF IMT OF THE THICKNESS OFTRE SLAO. PI.LCUTWAPPROVED
JOINT MATERIAL MUSE ALTERMATEAPPROVED METHOD
6. MECHANICAL EQUIP. LOCATION WILL ME DETERMINED BY
ODMMUNITY&OOUWTYCODES.
7. FOLINDATION15 AND SUPPORTS FOR OUTDOOR MECHARMAL
SYSTEMS 8 BE RAISED AT LEAST r ABOVETHE FINISHED GRADE
AND SMALL ALSO CONFORM TO THE MANUFACTURERS INSTALIATION
U,
NISTRUC�
x
a NO WOOD STAKES PERMITTED IN FOUNDATION.
to
15w-r
9. PENDING SITE CON FOUNDATION MAYNAVETOMEXTEPPED DOWN
SEE $MEET 83 FOR ADDITIONAL IMPORMATIDN. OC 70 DETERMINE STEP
L��w�mm
191-1(r C-ISTORY FIG) 2U-0` (2-STORY FTG) 27-M (2-STORY FTG) 201-Cr (2-STORY FTG)
3 10
101-(r 74 10
5 Iff
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AS INDICATED IN
FOUNDATION
NOTES #2
FOUNDATION #2
L
FIN. FLR.
01-V FIN. FLR. ci
r [TI
3-IreTHICKCONC.
j SLABWWELDEDWIRE
FABRIC OR F BER MESH
xcATE
3-10 THICK CONC.
$I" W WELDED WINE
FABRIC OR FIBER MESH
AS MIDI IN
I CATED
FAou"NoAT*W`NNTEs #2
FOUNDATION NOTES 82
J
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11-4r(2-STORYFTG) O--T (2-STORY FTO), S--T (2-STORY FTG) II--W(2-STORYFTG)
v-9irz 183W
II--V(2-STORYFTG) W-3- (2-STORY FTG)
10. SEE DETAIL TABLE MIDDS ON 81.1 MR REMUNtED81M BENDSAND W
SPLICE. SEE on MRS AND MFIO ON SSFOR STANDARD FOOTING STEP
11. ANY EQUIPINIENT AN APPLANOM HAVING AN IGWfflON SOURCE SMALL
SE ELEVATED A MUM OF IW. CONTRACTOR To PROVIDE SUCH PLATFORM W
�M�YM��TRUCIM
12. ��E OWING MESMM AFTER COMPACTION: 2WO10
PSF (SEE 80" R T AND SPEC*r.ATKM FOR COMPACTION
REQUIREMERTOS- WWXCONMTXMOITHEPROJECTDONOTMEETOR
EXCEED THE CAPVCITf. THE GENERAL CONTRACTOR SHALLOONTACTTHE
ENGINEER PRIOR To FOUNDATION POUR FORVIOURICATIONOFFOUNDAMM
�.�MWFRU�OROARIGMTERM�COHEONESOLS,
COMPACTED IrUFFSTOATLEAST95%OFMAXDRYDENS"M
DETERMINED BY ASTM - MSSF(MODIFIEZIPMOCTOR).
THE FOUNDATION SIZES INDICATED ON T14E FOUNDATION PLAN HAS SEEN
DESIGNED MR A MINIMUM SOIL SEARIM0 CAPACITY OF2= PSF
13 PENDING SITE OONDITIONS, IF STEMWALL 0 REQUIRED. GC- To DETERMINE
REQUIREDCOURSES FOR STEMAIALL FOUNDATION. SEE STEMWALLCHART
MR REOU ED REINFORCEMENT AND FOOTING SMES PENDING DEPTH OF
STENWALL, IF CHART IS HOT PROVIDED, CONTACT EOR TO REVIEWAND
PN0VNN`
14. IF STEM WALL 0 REQUIRED TO BE CONSTRUCTED TALLER THAN THE
HEIGHTS PROVIDED ON THE STEM WALL SCHEMLE
CONTACT EOIL PRIOR TO CONSTRUCTION
15� ALL FOUNDATION FAGS WHIEW SHOWN ON THE BELOW FOOTING
SCHEDULE SMALL BE INSTALLED WHOSE THE DEPTH OF THE
FOOTING WILL. BE MEASURED FROM THE LOWEST SLAB ELEVATION
MAINTAINING A &MINIMUM DEPTH AS SPECIFIED THE FOUNDATION
PAD MAY BE INSTALLED DEEPER THAN THE OWATED PENDING SITE
CONDITIONS ANOtHI LOCATIONS. CONTRACTOR To FIELD VERIFY
AUL MUMMUM FOUNDATION ONENSKM AND RENFORCEME$ff
REQUIREMENTS ARE MET.
IS FIELD TO VERIFY ALL GAS LINE AND PUSHING LOCKTIONS PRIOR TO
FOOTING SCHEDULE
I
12'112"2'dP 11 We EQUALLY SPACED EA
WAY MIN. 7 HORIZ- CLEARANCE BETWEEN
MIN(2)#5EW I
SARS a 7 MIN, COVER TO EDGE OF cowc.
0
IrX24*X12- dp1dift EOUALLYSPACEDEA.
mwmvnwumn— 1.
24- SIDE Or D.C. A L41N 0
WAY MON .2"HOMIL CLEARANCE BETWEEN
(3) 05 PARALLEL TO 17
LARS & 7 MIN. COVER TO EDGE OFCONC.
24'AZ4'XI2'dp WOO. EQUAUY SPACED EA.
WAY MIN. 2HORIL CLEARANCE SETAMEM
MIN(S)#SE.W.
BARS & 7 ON. COVER TO EDGE OF OOMC-
W�28112'dp W We EQUALLY SPACED EA
<a>
WAY WON . 7 HORIZ- CLEARANCE BETWEEN
IAN (4) # 5 E-W.
BARS & r ON. COVER TOOMOFOONC.
3n30'X12'dPVff EM)ALLY$PACEDEA.
WAY MIN. 2'HOIUZ- CLEARANCE BETWEEN
MIN(4)#5EW
BARS & 7 ON- COVER TO EDGE OF OOMC-
32'W31'*12'dPVd EQUALLYSIPACEDEA.
MY ON. 2- MORM CLEARANCE BETWEEN
ON (5) 0 5 E.W. 0
SARS I T ON, COVER TO EDGE OF DOW-
z
0
YS=
=I-
V=C=
MW(S)#5E.W.
13ARS & 7 MOL COVER TO EDGE OF CONQ
421X4z1X1TdPW EQUALLYSPACEDEA.
WAY RUN. 7 NORM CLEARANCE BETWEEN
MN(S)#SFW.
BASS & T MIN. COVER TO EDGE OF DOW-
42-X42-V1S* dP Vd Oft EQUALLYSIPACED EA.
WAY MOL 2'HORM CLEARANCE BETWEEN
BARS & 7 ON. COVER TO EDGE OFCONM
ON (6) 0 5 E-VV
4O!V4W11Ir dPvd#ft EQUALLYSPACED EA.
WAY MIN. 2* HORtL CLEARANCE BETWEEN
MIN (7) 0 5 E.W.
EARS a 7 MIN. COVER TO EDGE OF DOW-
4rX4rXVr dP W Oft EQUALLY SPACED EA.
MY NOR. 2- MORIL CLEARANCE BETWEEN
MIN (7) 0 5 EW
BARS & 3* MIN. COVER TO EDGE OF DOW-
48N`Iv�� dP W ff. EQUALLY SPACED Ek
WAY MON. 2"HORM CLEARANCE BETWEEN
ON (8) 0 5 ENV
BARS & r MIN. DOVER TO EDGE OF OONC.
0
s2wrir 4P vN We EQUALLY SPACED EA.
I
WAY ON. 2- MORIZ- CLEARANCE SETWEE N
BANS & 7 ON. COVER TO EDGE OF =.
(5
54-ASft16` OF �ffift EQUALLY SPACED EA.
my ON. r HoRq- CLEARANCE BETWEEN
MIN(B)OSE-W. 0
SAN$ & T ON. COVER TO EDGE OF CONC,
9.
54'.54'x2C dP WINTS EQUALLY SPAM EA.
WAY ON. r HoRv- CLEARANCE BETWEEN
MW(s#SEW
BARS & S`MWL COVER TO EDGE OF COMM
00"I'VIS' dP "MISTs EQUALLY SPACED EA,
WAY MIN. r HORIZ- CLEARANCE BETWEEN
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FOUNDATION PLAN
1386-OR LOT 133 1387-KR LOT 134 1386-M LOT 135 1386-AR LOT 136 ) 1/4"=V-0"
COPYRIGHT MCD 2015: The information contained in this document is Copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, I.I.C. Any use. duplication. or transfer of dww documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
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BUILDING KEY
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FOUNDATION NOTES #2
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AS
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FOUNDATION NOTES:
INSWING DOORS WITH COVER (MIN 5FT RADIUS IN
ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT
I ' PROVIDE MN'S Ns"�CVEo VAPOR SAAROL ALL "DS"S To BE LAPPED
NEED TO HAVE A RECESS AT THE SLAB. IF THE MIN
MIN. V AND SMILED. REFER TO F� CURRENT EDITION SECTION RSM23 FOR
COVER IS NOT MET IN ANY DRECTION. A RECESS IS
REQUIRED LOCATIONS
REQUIRED AND CONTRACTOR TO FOLLOW T14E TYP.
2. PROVIDE �IW TIIICK 2500 M CONC. SLAB W %&M.,kMA WELDED WRE
RECESS DE L. INSWING DOORS WITH NO COVER
FABRIC Wfffl, PLACED N MIDDLE TO UPPER IAOFSLAB DEPTH OVER 6
REQUIRE A RECESS
UK. VAPOR MIUt1W ON COBIPACTED M IFISER MESH MY BE USE[) W
WAIF, MEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH
INCURRENTOODEEDMON).
3. CONSULT, MAX SPECIFICATIONS INUOR TO POURING OR RECESSING DOOR
BILLS. SRXVNG DOORS WTH COVER (MM
SIDES OF DOOR, DO NEED A RECESS AT SLAS. IF MIN COVER 6 NOT NET
WANYINRECTUNI, RECESS IS REIWD &CONTRACTOR TO FOLLOWTHE TYP.
RECESSOETAIL.
4. EXTERIOR SLABS SHALL SLOPE 1W PER MUTAIARYFROM HOUSE.
S. CONTROL.10INTS (IFSHOM) ME NOTREUD
EN I
(FSPECIALLYM USNOFtBERREINF.COMC40ONTROLJORMTOSEsNN
CUTADEPTH OF lie �TIIE FRLCUTWAPPROVED
�JOINTMATERIALOR USE ALI'MRATEAPPROVED METHOD.
S. MECHAIDGAI. EQUIP. LOCATIONSW01LLSE DETERMINED BY
ONNIMUNITY&COUNTYCODES. 4, 0
7. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHARICAL
SYSTEMS 5 L BE RAISED AT LEAST 7 ABOVETHE MWEDGRADE
AND SHALL ALSO CONFORM TO THE INSTALLATION
INSTRUCTIONS.
S. NO V400D STAKES PERMITTED IN FOUNDATION.
S. PEN SITEOWDITIONS.FOUROATIOI4MAYMWIDWSTEPPED DOMR.
SEE MEET W FOR ADDITION INFORW�.WM��
LOCATIONS IF REQUIRED
IS SEE DETAIL TABLE MOOG ON SIJ MR REQUIRED STEEL BE*0S AND LAP
SPLICE. SEE OTL NIFIM AND 'F10�WFOR5TMDNRDFDOY1KSSTEP
DOMANDODWERINFORMATION.
10-1
11. MY EQUIPMENT AIIDFOR APPLIANCES HNANG AN IGNITION BOUNCE SHALL 8.
BE ELEVATED A M N OF 1W. CONTRACTOR TO PROVIDE SUCH PLATFORM W
E�RMAIK)NRYORWDO000MS1RUCTK*1
12. ASSUMED ALLOWABLE SOX. SEARING PRESSURE AFTER COMPACTION:
Per (SEE SOHS REPORT AND SPECIFICATIONS FOR ODNFACTCNI
REQUIREMENTS). J. (I
���E�X�.�E�kER�CONTRACMS�OONT�T�E I
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THE FOUNDKI1011 SIZES INDICATED ON THE FOUNDATION PLAN HAS SEEN
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MAINTAINING A MINNUNI DEPTH AS SPEOIRED. THE FOUNDATION
PAD MAY BE INSTALLED DEEPER THAN THE DIWATED PENDING SITE
CONDITIONS ANDKIR LOCATIONS. CONTRACTOR TO FEW VERIFY
ALL MINIkUM FOUNDATION ONENSIONS AND REINFORCEMENT
REQUIREMENTS ARE MET.
16. ML TOVERWYALLGASUMEMOPLUMSMLOCATIONSMIOItTO
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23
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COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is ft exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, ortransferofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
2. BEARING VWJ L PER
2XSEARINGIAALLPER
EXTERIO WALL
IF REARM WALL
HOLD ORG WIUL BACK
CENTERLINE OF
2. SRO WALL PER
PLAN
OrEXTERIORWALL
:HEATHING PER PLAN.
PLAN
SHEATHING PER PLAN
HOLD NON-BRG WALL
ABOVE - WALL
SO BASEBOARD IS
BEARING I FOOTER
PLAN AND GEARING
EE DETAILIAFIOISD41
2K P.T. BOTTOM PLATE
SEEDETAILWIFIG)SIM
BACK SO :ASEBOAR
EBOARD
ANCHOR TO HAVE MIN.
srrnMG ON
WALL SCHEDULE
2. P.T. BOTTOM PLATE
FOR MORE INFORMATION
&ATrAC ENTSpER
FOR MORE INFOR
IS SnTW 0141
r EMBEDMENT BELOW
MINT
FOUNDATION BELOW
& ATTACHMENTS PER
PLAN
CURB IS TALLER THAN
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FOUNDAI ON BELOW
NON43JEARING WALL
NOW
LOVIIEST STEP OF
(MAX 2) 2'
2x SRO VW" PER
2.PT
-, " . BASE PLATE
PLAN
BUILDER TO PROVIDE SILL
SUILDER TO PROVIDE BILL
Ir CONTRACTOR TO ADD
(MAX 2")
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BUILDER TO PROMIDE SILL
I
PLAN 0 BEARING
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EALANT
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-
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TYPICAL EXTERIOR FOOTING
TYPICAL GARAGE CURB FOOTING
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AFO!� BEARING SLAB STEP DOWN
FOOTING AT INTERIOR BEARING 111111
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NOTE TO CONTRACTOR:
ALL REMORCEMENT S IN PLAN
FOUNDATION DETAILS SHALL TIE IN To J.TEEIAT2
DETARR FOR
STORY LOCATIONS
'OR R
____ ; :ECto]
STEELAT2STORYL TX)NS
I N
40
E.SRE..RED To RE
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ASSPECIFIEDTHISOMAR.
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NOTE: AT FRENCH
DOOR LOCATIONS.
1511
SEE FRAL41NO PLAN
FOR MORE
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MIN 24* BEFORE
CONTRACTOR TO
It
- - - - - - -
INFORMATION
. STEP 44, VERIFY WITH DOOR SEE FRAMING PLAN
CONIC SLAB PER MANUF. FOR AND PARTY WRILL GARAGE
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FOUN6TT16N PLAN SS DETAILS FOR MORE
7 t" ! �4.-
SLAB W (1) #5 cc Z 3! INFORMATION
VW r COVER TYP. #5 NT. CONCRETE PER
N PLAN
L REINFORCEMENT BE FOUNDATIOSLAS
GRADE E9 . 111
FOUNDATION PLAN
F-
FOR QUANTITY THRESHOLD PER
MANUFACTUREWS
SPECIFICATIONS TOPVIEWDCOR�IER GARAGE WALL
4..' :EYOND
#5x27x2VCORNER CONIC. SLAB PER
R FOUNDATION PLAN
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N DETAILS HORUMTAL
ROVIDE 3W MIN.
11'.. RECES19N
I REBAR. TYP. U.N.O. FOUNDATION PLAN
V* CONC. SLAB PER GARAGE DOOR
FOR R
CONT. a S. NTAIN
DRIVEWAY BY BUILL
7 3" VER 77r GAR. CONCRETE OR PAM
III I i . .1. ; 1 1. .. - SLOPE IN. SLOPE
- H s It ' ':'1=1 i i
VERIFY PLANO _ ad EACH CONT. 05 ER SLOPE EXT SURFACE
FOR REQUIRED 05 ;;Z . : - ;i
OR GRADE Ifir PER % .
NSTALL 05 HOOK
F a eH, STANDARD T COVER TYP. BARS FOR EACH CONT (3) #5 CONT, REBAR
AN COMPACTED CONT. SARS. MAJ OR I AT STEP DOWN' 11 =1Y FROM CLEAN COMPACTED (2) #5 CONT.
ILL BAR. LAP ON CHAIRS VW MIN. SIN. #4 0 TOP
DENSITY TABLE M REBAR P R SUILDI
ON ON SIA IrZ FIBER EXPANSION FILL 0 95% STANDARD r COVER VW3"COVER . REG [RED PER APA
F-6I, TY AS REQUIRED DENSITY PORTAL FRAME SPE
THICKENED EDGE TYPICAL STEP FOOTING DETAIL 4F1 PICAL CORNER BAR DETAIL (TOP VIEW) EXTERIOR DOOR POURED SILL FOOTING AT INTERIOR BEARING *13h THICKENED EDGE GARAGE DOOR
aw=lw 3MIV4r 1\1_� 3W=I'-V 3W-1*0 3w=vcr \,_/ 3W-
(2) $5 x 4*-M BARS I- TYP. '7 SCN. 4.0 $TE%PIPF IF MASONRY YOUL OR ORCEMENT SHALL
Ce COLUMN IS ABOVE, r CLEAR TO
NTEREDATZFT PVC R SCH40 SLEEVE f CONCRETE. SOLLARD HOOK VERTICAL 1GRADEAND I -Ire CLEAR T
PENETRATION
TO SE MIN. 3" TAU STEEL TO BOTTOM ANY FACE EXPOSED TO
Ifir ROWOFSTEEL WEATHER
v* CMU - E?aX SEE FRAMING PLAN CONC. SLAB PER
FINI eg#
SH PER ELEV. IF CURB IS TALL THAN DETAILS FOR MORE
(4)IWx3-IW AND PARTY WALL FOUNDATION P 3�
CONC SLAB PER
FOU�6ZTION PLAN Ir C.M U FINISH PER 5'AS'JOWTH KA35 $UP-R-STUD S". CONTRACTOR TO ADD INFORMATION
STEEL BASE PLATE (2) 05 COKT. SARSIAN MIN.
FINISH FLOOR W_ 14W EMBEDMENT 7 COVER IF FOOTING IS TALLER
ELEV. FASTENERS VW MIN.
PENETRATING INTO CONCRETE ik (2)
FINISH FLOOR _v'. r; R To SECTION A -A w NTS 0
PIPE- MAX C PENETRATING PIPE FOU PLAN CONCRETE SLAB PER (2) 05 BARS 0 TOP DEFITH
NAxr SEE FOR CONT. FOUNDATION PLAN I
FOUNDATION 40 IF. =20`7r'
TSCH_ STEELPIPE
05 LOOP TIE (TYP.) WFORMATION FILLED W250OPM T DEPTH � 20' THESE
CONCRETIEL SOLLARD Iw EM
BARSARENOTREQID-
FOUNDATION PLAN
PVC SLEEVE VAX REFERTO PIPE PERPENDICULAR TO FNID TO BE MIN. 3FT TALL GRADE
O'DIAMETER 93 STIRRUPS 0 4W R-
h;i FOR CONT. 5*x5`9W THICK A36 O.C_ MEN MONO
FOOTING PER PLAN CONTACT EOR FOR ADDmONRL REVIEW
DEPTH EXCEEDS 2r,
FOUNDATION STEEL BASE PLATE
I FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS I?
CLEAN COMPACTED INFORMATION 7 IF DEPTH � Zr THESE
SARS ARE NOT REDID
FILL 0 95% STANDARD L
(SIDE VIEW) oENs- FOOTING :R PLAN Ar JA $UP-R-STUO
PVC SLEE (2) #5 BARS CONT. W CLEAN COM
i 1 4 .. % ' ; CONCRETE SLAB PER FASTENERS W MIN. PACTEE
(FRONT VII MAXS* ." . . . , : - q I`r FILL 0 95% STANDA
DUk PLAN 2-IWEMSEDMENT I'4r 3' COVER TYP. DENSITY
IWO CONCRETE COMPACTED �Fm
C IF FOOTING IS TALLER THAN T-O.
FILL 0 0% STANDARD (3) 05 CONT_ REBAR ON FOOTING IS REQUIRED TO BE T-O' 'MOE
DENSITY CHAIRS W MIN. 7COVER W(4)#5CONT.BARSW3'CQVER
PARTY WALL FOOTING W/ CURB ONOLITHIC F007ING
TYPICAL FOUNDATION PENETRATIONS
XFI*k 13OLLARD DETAIL 4F1
30411'4r PIPE PARALLEL TO FND 31,r I'4r 3w= "I" F" We -
ALL REINFORCEMENT SHALL SEE FRAMING PLAN&
MAINTAIN 7 C—To I PARTY WALL DETAILS
GRAM. I-Irr CLEAR TO FOR MORE
ANY FACE EXPOSED TO SEE FRAMING PLAN & INFORMATION
WEATHER PARTY WALL DETAILS
(2) 05 BARS 0 TOP FOR MORE
W, INFORMATION IF CURB IS TALLER THAN EXTERIOR WALL Ire
IEN MONO DEPTH SHEATHING PER PLAN
F . is S' CONTRACTOR TO ADD
.X . ED. - HOT EXTERIOR WALL 2i 05CONT BARS W1 MIN. SEEDETAILWFI00X
RE . . IF LE THAN PER PLAN I
28' DEEP SHEATHING 2. COVER FOR MORE INFORMATION
CONC. SLAB PER (1)#5 BARS 0 NOSING SEE DETAIL WFIQ1SD4 BUILDER TO
FOR MORE INFORMATION /P_ CONIC, SLAB PER r OCONTINUO SRESAR
FO�JMDATION PLAN SILL FOUNDATION PLAN AT NOSE. MAINUTAIN MIN.
BUILDER TO SEALANTANSULATION 7 CONCRETE COVER
CONCRETE SLAB PER /P --BILL CONCRETE SLAS PER
FOUNDATION PLAN S=NTANSULATION FOUNDATION PLAN VARIES,
GRADE 7 7-3W MAX
!?
03 STIRRUPS 0 4W
O.C. WHEN MONO
7j
20
THAN 21r. STIRRUPS I
ARE NOT REGO.
(3) #5 BARS CONT. V-00 r a, I
VWTCOVER
(3) 05 CONT__
CLEM COMPACTED TEP (3) 05 CO -C CLEAN COMPACTED
27" 05 SERS C .0 ON �KMOURS W ON CHAU N
T CLEM COMPACTED RS VW MIN. LEAN COMPACTED
FILL 0 95-A STANIIAR �Mm.% ION Y" 3'COVER W-1 �
DENSITY COVER TYP. FILL 0 96% STANDARD 7 COVER FILL FILL 0 95% STANDARD
DENSITY 0 95% STANDARD DENSITY
DENSITY FOUNDATION
DEEP MONOLITHIC FOOTING W/ STAIR EXTERIOR PARTY WALL FOOTING EXTERIOR PARTY WALi. FOOTING AF4 GARAGE STEP-DOWN NOT USED
t) 3W=I,-(r \�� _T14: V4r K:7 3W-l'-M 3W-I*-(r
COPYRIGHT MCD2015: The information cc -in-,,* this doo un Antis copyrighted and is the excfusive property of MONTA CONSULTING& DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer ofthese documents vAthout th mpre .... I written consent of MONTA CONSULTING & DESIGN, OF VNR & ASSOCIATES, LLC is strictly proftited.
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1300-M I 1367-AR 1 13164( 1 1386-LR 1 1387-0 1 130"
SHEAR WALL
SHEATHRIG
PANEL NAILING
PANEL SPLICE FRAMING
BOTTOM
PLATE ANCHOR
SOLT ")PI
TAG
PANELS
SIZE
EDGES
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TOP PLATE
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TITEN Mo
ROD
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ad
V D.C.
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7 D.C.
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IV
ze
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IT
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r D.C.
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-7)
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MIN. (2)-2K OR 4x STUD
NOT ALLOWED
12,
r
ism
WE WAL
ERAN5.
AU. EXTERIOR
WALLS. LESS OPENINGS.
ARE CO"SIMRED SHEAR
WALLS
5d COOLER HALL SHALL BE MIN. 0.OSVxI-W LONG & 150C HEAD. No. 6 TYPE -W DRYWALL SCREW (14W LONG) MAY BE USED IN LIEU OF 5d COOLER NAIL
REFER TO FRAMING PLAN AND FRAMING DETAILS FOR ROOF AND FLOOR CONNECTIONS, AND ADDITIONAL INFORMATION
") REFER TO DETAIL V*WA ON LEGENDS & SCHEDULE SHEET FOR ANCHOR SOLT INSTALLATION INFO. & REFER TO THE SCHEDULE ABOVE FOR ANCHOR BOLT SPACING. ANCHOR BOLTS REQUIRED
AT I ST LEVEL SHEAR WALL ONLY.
M WHEN (2)2X— STUDS ARE USED. ATTACH STUDS TOGETHER PER WFON SD2
P) WHEN SHEATHING PANELS TO BE APPLIED TO BOTH FACES OF WALL SEGMENT. BOTTOM PLATE ANCHOR SOLT TO BE 5W SIMPSON TITEN HO, 3W THREADED ROD OR 5W J-BOLT 0 SPACING PER SCHEDULE.
I(R - SHEATHING TO BE APPLIED TO BOTH FACES OF WALL SEGMENT
SHEAR WALL SCHEDULE W/ BOTTOM ANCHORS
3W-1'4r
STANDARD 1ST FLOOR FRAMING
I . ALL EXTERIOR W1kLLS. LESS OPENINGS, ARE CONSIDERED SHEAR
WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE.
ATTACH BOTTOM PLATE TO FOUNDATION PER DETAIL WWA ON
NOTES & CONNECTOR LEGEND SHEET
2. AT ALL WMDOW1 DOOR OPENINGS Q I ST FLOOR, CONTRACTOR
TO FOLLOWDETAIL WFOSISM
S. AT ALL CORNERS. CONTRACTOR TO FOLLOWWS=SD4 (AA)
U.N.O.
4. IF SHEATHING IS ME INSTALLED CONTINUOUS (ONE SOLID PIECE)
FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF
FRAME WALL. INSTALL REQUIRED SHEATHING SPLICE BLOCVJNG
PER PLAN DETAIL WF1GfSD4 AT ALL LOCATIONS AS REQUIRED.
S. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING
PLAN i,o. BUILT UP COLUMNS. CONNECTORS, ENGINEERING
NOTES. SHALL SUPIRRCEDE ANY INFORMATION SHOWN ON A
STANDARD DETAIL. IF ANY ITEM IS IS QUESTIONS, CONTACT THE
ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION.
SCHEDULE WrARUGHT)
EXTERIOR PLASTER FINISH
WALL HEIGHT INTERIOR ZONE END ZONE
S`.(r 2,4 SYP #2 0 16" D.C. MAX 2.48YP#201frO.C..
W4r 214 SYP #2 0 IS" D.C. MAX 214SYP#2012-O.C.MAX
91C Z04 SYP #2 0 17 D.C. MAX ZK4 SYP #2 0 IT D.C. MAX
10-M ZA SYP 010 IT O.Cm MAX 2K4 SYP #10 V D.C. MAX
EXTERIOR SIDING
WALL HEIGHT INTERIOR ZONE ENDZONE
V-7 2�4 SYP #2 0 16' D.C. MAX 2.4 SYP 02 0 IV D.C. MAX
9-T 2K4 SYP #2 0 Iff" D.C. MAX 20 SYP #2 0 IW O.C-
W-C 2K4 SYP #2 0 IS' D.C. MAX 2X4 SYP #2 0 IT D.C. MAX
2.4SYPS2012-O.C.MAX I 2K4 SYP #2 0 IT D.C. MAX
E)(TERIOR FRAME WALL NOTES
I . WkLL STUDS WITHIN SIFT OF EACH CORNER ARE CONSIDERED TO
BE WITHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR 40
REQUIRED SPACING PER EXrERIOR FINISH MATERIAL
2_ STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O. ON THE
FRAMING PLARL
3. SEE DETAILWFIOJSD4 FOR REQUIRED W1kU. SHEATHING
THICKNESS I NAILING PATTERN' 10
3.1 NOTE: CONTRACTOR TO TAM CARE AND NOT OVERDRIVE NAILS. IF
NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO
BE REMOVED AND REPLACED. IF MORE THAN 20% OF THE
SHEATHING IS OVERDRIVEN. CONTACT EOR FOR REVIEW OF
EXTERIOR STUDS.
4. IF WALL IS FRAMED WTH 2x5 STUDS OR LARGER, STUDS ARE TO
BE MIN. SPF 02 0 IV D.C. MAX U.N.O. ON FRAMING PLANS.
I WALL LEGEND I
- 91-1- TOW 1ST FLOOR
INTERIORIEXTERIOR
BEARING WALL
= W-I"T.O.W. 2NO FLOOR
INTMIORID(TER101t
SEARINGWALL
ALIGN VWH COLUMN ABOVE
BUILDER NOTE:
IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS
MANUFACTURERS LAYOUT
--STOP--
AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY
TRUSSES
1386-OR LOT 133 1387-KR LOT 134 1386-M LOT 135 1386-AR LOT 136 FIRST FLOOR FRAMING PLAN
NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND
- COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING& DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication. ortranslarofthese documents without the expressed, wriden consent of MONTA CONSULTING& DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited.
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BUILDING KEY
SHEAR WALL
SHEATHING
PANEL NAILING
PANEL SPLICE FRAMING
soT-rom
PLATE ANCHOR
BOLT (W)
SIZE
EDGES
FIELD
TOP PLATE
BOTTOM PLATE
VERTICAL
CAL
HORIZONTAL
117 SIMPSON
5V THREAD
Irri.SOLT
TAG
PANELS
MIN.
TITEN No
ROD
ESWS-
Sd
W D.C.
17 D.C.
(2)-R r D.C.
r D.C.
21 STUD
2r
37
32'
ESVV4
PER DETAIL
COMMON
(0.131".
2r)
PER DUAL
WF10FSD4
4- D.C.
IrO.C.
(2)4ROWS 7 D.C.
S* D.C.
TU
MIN. 2.K STUD
ir
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IT
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7 D.C.
MOR4.
MIN. (2)-2, OR 4. STUD
NOT ALLOWED
12'
IT
ESM
Ism
1jr GYPSUM
sd COOLER-
r D.C.
[4CO.C.
r D.C.
r D.C.
r D.C.
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MIN. 21 BLOCKING
24*
37
37
Ism
ad
v D.C.
IT O.C�
4* O.C.
4- D.C.
MIN. 21 STUD
2,r
32'
37
ISIA,
7JITSTRUCTURAL
SHEATHING OR
5W SHEATHING
0.131".
c
2.51
K=AK
IT D.C.
Ir D.C.
4-
MIN S_
2, a
!2:
'r
I
ISAS
TO.C.
IT D.C.
4'.
m..MN.
1. . OR 4
Iff-
ISM
T 0 C
7 D.C.
17 D.C.
4' Of
D.C.
MIN. (2�b R D
0 ft
INOTALLOWED1
IT
I IT
'U.N.0, ALL EXTERIOR
FRAME WALLS
SHALL M SKEATMO
MK E5M.
ALL EXI
105. ARE CON34DERED SHEAR
WALLS
-5d COOLER NAIL SHALL BE MIN. OMftl-W LONG& ISAW HEAD. ft. 6 TYPE -W DRYW%,LL SCREW(1-11V LONG) MAYBE USED IN LIEU OF Sd COOLER NAIL
REFER TO FRAMING PLAN AND FRAMING DETAILS FOR ROOF AND FLOOR CONNECTIONS. AND ADDITIONAL INFORMATION
I" REFER TO DETAIL WFOTA ON LEGENDS & SCHEDULE SHEET FOR ANCHOR SOLT INSTALLATION INFO. & REFER TO THE SCHEDULE ABOVE FOR ANCHOR BOLT SPACING. ANCHOR BOLTS REQUIRED
AT IST LEVEL SHEAR WALL ONLY.
FWHEN MbL. STUDS ARE USED, ATTACH STUDS TOGETHER PER WPW S02
IM WHEN SHEATHING PANELS TO BE APPLIED TO BOTH FACES OF IAALL SEGMENT, so-rrom PLATE ANCHOR BOLT TO 13E 5V SIMPSON TITEN No. 3W T14READED ROD OR SW J*OLT 0 SPACING PER SCHEME.
J(R = SHEATHING TO BE APPLIED TO BOTH FACES OF WALL SEGMENT
SHEAR WALL SCHEDULE W/ BOTTOM ANCHORS
3W-1'7
STANDARD 1ST FLOOR FRAMING
1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR
WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE.
ATTACH BOTTOM PLATE TO FOUNDATION PER DETAIL VAWA ON
NOTES & CONNECTOR LEGEND SHEET
Z AT ALL WINDOW I DOOR OPENINGS 0 1 ST FLOOR, CONTRACTOR
TO FOLLOW DETAIL VIF001SM
3. AT ALL CORNERS, CONTRACTOR TO FOLLOWVMQSD4 WN
U. 0.
4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE)
FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF
FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCIONG
PER PLAN DETAIL WF1 0!SD4 AT ALL LOCATIONS AS REQUIRED.
S. ANY INFORMATION WRITTEN ANDOR DETAILED ON THE FRAMING
PLAN i�. BUILT UP COLUMNS, CONNECTORS. ENGINEERING
NOTES. SHALL SUPERCEDE ANY INFORMATION SHOWN ON A
STANDARD DETAIL. IF ANY ITEM IS IS QUESTIONS. CONTACT THE
ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION.
SCHEDULE (STARLIGHT)
EXTERIOR PLASTER FINISH
WALL HEIGHT INTERIOR ZONE ENDZONE
2.4 SYP 02 0 Is- D.C. MAX 2,4 SYP 02 0 16' D.C. MAX
W-w 2.4 SYP 02 0 1@` D.C. MAX 20 SYP 02 0 IT D.C. MAX
9`41 2.4 SYP #2 0 IT D.C. MAX 2.4 SYP 02 0 IT D.C. MAX
1041" W SYP 610 IT D.C. MAX 24 SYP 810 C O.C. MAX
EXTERIOR SIOING
WALL HEIGHT INTERIOR ZONE EMDZOME
ZA SYP 82 0 16' D.C. MAX 2x4SYP#20I6*O.C.MAX
9`0 2X4SYP026I1rO.C.MAX 2K4SYP#20IIrO.C.MAX
W-C 2K4SYP620IS`O.C.MAX 2.48YP#201WO.O.MAX
Iw-w 2m4SYPO2017O.C.MAX 2A SYP 02 0 17 D.C. MAX
EXTERIOR FRAME WALL iZTES
I . W1U.L STUDS WITHIN IFT OF EACH CORNER ARE CONSIDERED To
BE WITHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR 10
REOUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL
2- STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O. ON THE
FRAMING PLAN'
S. SEE DETAIL WF1GffiD4 FOR REQUIRED WALL SHEATHING
THICKNESS I NAILING PATTERN. Vill
&I NOTE-- CONTRACTOR To TAKE CARE AND NOT OVERDRIVE NALS. IF
NAILS ARE OVERD`BVEN . THE ENTIRE 814EET OF SHEATHING IS TO
BE REMOVED AND REPLACED. IF MORE THAN 20% OF THE
SHEATHING is OVERDRIVEN. CONTACT EOR FOR REVIEWOF
EXTERIOR STUDS.
4. IF WALL IS FRAMED WITH 2A STUDS OR LARGER. STUDS ARE TO
BE MIN. SPF 62 0 IS' D.C. MAX U.N.O. ON FRAMING PLANS.
I WALL LEGEND I
-V-1-T.OWISTFLOOR
INTER
BEARING WALL
. s.I. T.O.W. 2ND FLOOR
INTERIOPJEXTERIOR
SEARING WALL
ALIGN WITH COLUMN ABOVE
BUILDER NOTE:
IF THE TRUSS LAYOUT SHOWN DOE NOT MATCH THE TRUSS
MANUFACTURERS=T
---- STOP —
AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY
TRUSSES
1;3t$b-K LL) 1 13 f 13615-1-K LL) I 13tS I Jt5b-b LU 1 139 1 3815-N LU I 14U FIRST FLOOR FRAMING PLAN
NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND 1/8--11-0" .
- COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING& DESIGN, OF WMR &ASSOCIATES, U-C. Any use, duplication. or transfer ofthese documents without the expressed, written consent of MONTA CONSULTING& DESIGN, OF VvMR &ASSOCIATES, U-C is *icdy prohibited.
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HEADER SCHEDULE
END VERTICAL
BEARING WOOD WALL SCHEDULE
TAG
HEADER
FASTENERS
TAG
STUD
SPACING
LUMBER
SPECIES
CONNECTION
& FASTENERS
UPL CAP.
ENTER/SICOE
BLOCKING
(2)ZA 82 SYP
ATTACH KING STUD TO HEADERW
TO
HZA
VW OPT. t FUTCH PLATE
f6)olRrx3-1RP NAILS
BOTTOM
(PLF)
(2)2x8 02 SYP
ATTACH KING STUD TO HEADERW
rWij
le-
SYP#2
(3)0.14ir.3.1/4"
(3)0.148"x3-11r
NO UPLIFT
MID -SPAN
Hze
Wf OPT. r FUTCH PLATE
(8)olS2`x5-II? NAILS
Is—
sYP*2
TOE -NAILS
msmwissoo
TOE -NAILS
(1) SDWC1545D
270 PLIF
MID -SPAN
riWl
HzIlo
(2)WO92SYP
ATTACHIQ STUDTOHEADERd
riWl
W OPT. r FUTCH PLATE
(10) 0.ISr x 341Z NAILS
IB-
SYPIQ
(I)SGAICisaw
(1)SWC15450
270 PUF
-
113 PT.
C42d2#2SYP
ATTACH KING S 0 TOHEADrRvd
Rb,12
M OPT. r FUTCH PLATE
(10)DAWNIrz MAILS
12'
SYPA2
(3)0.141r.34W
(3)oi48`x3-lfiC
NO UPLIFT
-
MID -SPAN
-
L��Jft
-
(3)20202SYP
ATTACH KING STUD TO HEADER vd
H3.12
WOPT.,r FUICH PLATES
(l0)0.I6Tx3-IJT NALS
12'
12'
SYPA2
SYM
TOF-NAILS
(1) SDWCIW00
(1) SCOMINDO
TOE-NAULS
(I)SOWC15450
(1) SCWCIS46D
380 PUF
360 PUP
Ml"PAN
113 PT.
_
143.54.5
(2)i.75'x5.T LVIL
ATrAcK KING STUD TO HEADER Id
f6)0.I62*x3-Ir2P NAILS
H3.5.725
(2)l.7S`x725` LVL
ATTACK KING STUD TO HEADER W
(8)0.18rxMir NAILS
H1ft9.25
(2)1.75-4.2V LVL
ATTACH KING STUD TO MEADE
(10)o Aer x 3-1W MARS Rd.
16"
I V
SYP#2
SYP#2
MSDWCISWD
(I)SOMISODD
(2) SDVVC1545D
(2) SDWC154M
440 PUF
440 PUF
MID4PAN
In PT.
H52W 125
(3)I.75NIl25'LVL
ATTACH) - MG STUD To 1W
(12 Aer.3-117 NAILS
H"
3S'AS.S'AFP 1AE SHORT SPAN
ATTACH KING STUD TO HEADER vAF
HEADER
(e)o.l62"x3�irzNAiLs_
12.
Syp*2
(i)sDvOCI5=
CZ)SDWC154SD
590 PUF
M"PAN
I
H4xS
3M17.2S"AFP I.SE SHORT SPAN
ATTACH KING STUD TO HEADER W
HEADER
(8) 0. 162' x 3-11T NALS _
12"
SYPS2
(I)SEWC15000
(2)SDMI5450
690 PUF
In PT.
H400
3.5'.G-'V* AFP ISE SHORT SPAN
ATTACH KING STUD TO HEADER W
HEADER
nD)0_l6Tx34IT MAILS
I&-
SYP#2
(2) SCOWCISSW
(3)SDM15450
TRI PUP
MID -SPAN
H4.12
33".1125' AFP l.SE SHORT SPAN
ATTACK K1 STUD To HEADER Id
HEADER
(12)0.16rx3-10 NAILS
TO KING STUD W
PHDR
SEE DETAIL HD14 INS PAGE
0.131.T NAILS (6)
HEADER SUPPORT SCHEDULE
S
OPENING SIZE
JACKS 0 EA. END KINGS 0 EA. END
v-(rTo3!_lv
I
I I
STANDARD BEARING WALL WSTRAPS NOTES
41VTOT-lio
2
2
8`4r TO 9-11-
2
3 1
- VER IFY - LAN FOR WAL L SIZE. AS.U- - STUDS U-N-
19-0" TO 1241,
3
4
Z ALLLUNIBERTOBEEITHERSPF#2 OR SYP 62 U.N.O. ALWAYS MAIL STUDS TO TOP AND BOTTOM PLATE W(3)
a 131. - 7 To"ZILS ALL LOAD BEARING WALLS SMALL HAVE SYM DOUBLE Top PLATES & BOTTOM PLATE
STANDARD HEADER NOTES 3.
CONNECTORS ARE TO BE INSTALLED 0 EA. STUD. REFER TO DETAIL 12 ON $MEET SCOWC FOR INSTALLATION
REQUIRE a
1. VERIFY WPLAN FOR CORRECT LENGTH 0 HEADER REDD. SIZE INDICATED ON PLAN IS 4
IF BEARING WALLIS NOT CALLED OUr CONTACT E.O.R.
MINIMUM REO.D PER LOCATION. LARGER HEADER MAY BE INSTALLED W OUT APPROVAL
IF "BW CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS.
.
FROM EDA.
q0.
. MID OR i PT. BLOCIUNG TO BE 2x M) 0.131* x 3* TOE OR END44OULS EACH END.
2- ALL WADER JACKS)KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN.
WALLS WITH UPLIFT CAPACITY SMALL HAVE THEIR BOTTOM PLATES ATTACHED TO FOUNDATION USING
ATTACH STUDS TOGETHER FOLLOW14G DTL WFWSDZ
ANCHORS DEFINED IN DETAIL VWF07A ON THIS SHEET.
3. MAIL HEADER PLIES (INCLUDING LVL*) TOGETHER USING (2) ROWS OF 0.1 49-W WAS
NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REOD. IF BRG. WALL IS INDICATED *No
12'0.C. ONE SIDE. MIN. Z' FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS WO
uPuFr. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE
OR LARGER TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET
TO BE TOE-NAILEDIEND NAILED TO THE PLATES & THE 2X P.T. BASE PLATE CAN BE ATTACHED WHARD CASED
INTO HEADER
DUN NAILS AND WILL NOT REG. THE ANCHOR DOLT ATTACHMENT INDICATED IN THE BEARING WALL NOTES.
4. NAIL KING STUDS TO HEADER .0) 0,149-W TOE41AILS PER SIDE IN ADDITION TO MAILING
FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03ISDI U.N.O. ON PLAN.
PER HEADER SCHEDULE.
. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WFORM02 U.N.O. ON PLAN.
5. IF MORE THAN (I)KING IS RE01). AS PER HEADER SUPPORT TABLE, DOC TO- INSTALL REQV.
1. COLUMNS WINN BEARING WkU_S UPUFT THAT DO 140T SHOW A BASE CONNECTION: CONTRACTOR TO
NAILS FROM Id KING INTO HEADER T14EN ATTACH ADDIT'L KING PER DTL WF0a` SD2.
INSTALL CONNECTOR PER SCHEDULE AT EACH COLUMN TOPOBOTTOM AND HAVE AN ANCHOR (AS DEFINED
OTHERAOISE, CONTACT E.O.R. FOR REOD. WOOD SCREWS.
By DETAIL VVF07A THIS SHEET) WITHIN V FROM THE COLUMN.
S. IF HEADER IS NOT SPECIFIED CONTACT E.O.R.
2. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR FURTHER REVIEW.
7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 13
AT NON -SEARING WALL LOCATIONS 2x4 SPF02 STUDS @ 24a.c. MAX. ARE ADEQUATE. AT NON -BEARING
S. SEE OIL WF0S`SD2 FOR 1 ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS
HEADERS USE (2)2�4 FLAT W1(3)0.l3l-" TOE-MLS EA SIDE AND CRIPPLES AT Zr AT 2-STORY OPEN
AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO.
AREAS INSTALL NON -BEARING WALL STUDS GIV- A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND
9. AFP I.SE SHORTSPAN HEADERS SMALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS:
SINGLE TOP PLATE ARE ADEQUATE LEAVE A 1 � GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER
E - 160= P.W. F9 . ISM Psi, FV= 175 p.4 FC-PERP - 650 p.L
(2) 0.131-.3- TOE-MLS OR SIMPSON OTC CLIP. ATTACH BASE PLATE )EITHER GUN NAILS 637- OR (2)
10. VOMERE SYP #2 SULT-UP HEADERS ARE SPECIFIED ON THE PLANS, AFP ISE
0 I48`X3_lW MARS TO EACH FLOOR TRUSS.
SHORTSPAN HEADERS MAY BE SUBSTITUTED PER THE HEADER SUBSTITUTION 14.
IF QUICKnE CABLES ARE SPECIFIED TO BE INSTALLED WITHIN ANY BEARING WALL INDICATED ON THE
SCHEDULE ON SHEET WPI
ABOVE BEARING WOOD WALL SCHEOULIE, NO SP4S ARE REQUIRED.
11. AFP I.SE SHORTSPAN HEADERS MAY NOT BE USED WHERE BUILT-UP LVL HEADERS
ARE SPECIFIED ON THE PLANS.
TrUEMMSEEk
MIN. V7 gIMPSON TITEN-HD SCREW
AS INDICATED ZIN THE STRUCTURAL PLANS MASE
ANCHOR INSTALLED 0 MAX 24' OC� W MIN.
CONNECTOR' I., SIMPSON TITEN-HD. 102' THREADED ROD,
OM ENT INTO FOUNDATION.
AND IrZJ.BOLT, MAY BE INSTALLED AND OR SUBSTITUTED
MAINTAIN A MIN. 2-1 W EDGE DISTANCE
By THE CONTRACTOR WITHOUT ADDnX)NAL REVIEW
FROM THE CONCRETE OR MASONRY MCI,
INSTALLERS: REFER TO MANUFACTURERS
FOLLOWING THE INSTALLATION INFORMATION PROVIDED ON
THIS SCHEDULE.
WRITTEN INSTALLATION SPECIFICATIONS
AS REQUIRED.
vao IPACM
A". CONNECTORS* SHALL BE SPACED AS INDICATED
INS SCHEDULE. W FROM ENDS OF WALL FRAMING. AND
2-1m, 3�Vro"ANCH0111-
. E, TMNJ,AQEU ROD.
WITHIN ir EACH SIDE OF BOTTOM PLATE SPLICES, U.N.O.
ASTM FIESI GRADE SO ' Fy=30k.. F.z5ftsk
1110MINEft
INSTALLED.. 370C "VMN 7'
J6
1. AT INTERIOR FRAME WALLS: SIMPSON SP OR BPSIr2 SCL
EMBEDMENT INTO FOUNDATION MING
V"HEROREOUAL(ra.3"n
S IMPSON SETAP EPDXY OR EQUAL
2. AT EXTERIOR SHEATHED FRAME AIALLS: USE SIMPSON
MAINTAIN A MIN. 2-1W EDGE DISTANCE
BP OR SPSE03 So. WASHER OR EQUAL IS," 22n
FROM THE CONCRETE OR MASONRY FACE
3. IAHEN USING WASHERS WTH SLOTTED HOLES. A
STANDARD CUT WASHER IS REQUIRED BETWEEN NUT
J400LT.
AND THE PLATE WASHER.
MIN. Irr J43MT INSTALLED 0 MAX 3:r O.C..
4. AT EXTERIOR WALLS, THE EDGE OF THE PLATE WASHER
Or
MIN. ASTM A3177 OR BETTER W MIN. r
SMALL EXTEND TO WITHIN IM OF THE EDGE OF THE
.Irr EMBEDMENT. MOUNTAIN A MiN.2-19'EDGE
BOTTOM PLATE ON THE SHEATHED SIDE.
LEG DISTANCE FROM THE CONCRETE OR
MASONRY FACE. LEG OF J-8OLT SMALL BE
WJM
A MIN. 14/2' AS MEASURED FROM SHAFT
BUILDER SHALL USE AN APPROPRIATELY SIZED HEX NUT
FACE TO END OF LEG AS SHOWN THIS
MATCHING THE DIAMETER OF THE ANCHOR. VERIFY ALL
SC14EDULE
NUTS TO BE INSTALLED SNUG -TIGHT PLUS 207. OF A TURN.
STANDARD BASE PLATE CONNECTOR SCHEDULE
114"4r
I T-.--Z
/-NAI ENDVERTICALSTO
STUD TRANSITION _\ G PER HEADER
SCHEDULE.
CONT PLATES .40.131.2-IrZ
WALL SHEATHING-
NALS 0 r D.C.
THICKNESS AND TYPE
PER PLAN
VERTICAL BLOCKING 0 lfr-
O.C_ASCVEOPENINGAND
AT EA. END OF HEADER
SEE HEADER SUPPORT
A
SCHEDULEFOR
FASTEN SHEATHING TO
REQUIRED KING STUDS
COW P-S-0-13112-117
MAX CLEAR
NAILS 0 3' OC�
SEE HEADER SUPPORT
SCHEDULE FOR REQUIRED
JACK STUDS
BUILT-UP PANEL HEADER DETAIL
lrr'l"V
CONT. DOUBLE TOP
PLATE AT OPENING, NO
BREAKS PERMITTED AT
OPENING
FRAME
BOTTOM PLATE AT
OPENING. NO BREAKS
PERMITTFDATOPENING
SECTICIN A -A
COLUMN SCHEDULE
CONNECTOR SCHEDULE
BEAM SCHEDULE
(2) 2X- SPF 02 UP STUD COLUMIN(STUD SIZE TO
TAG
SIMPSON CONNECTOR
NOTES
TYPE
VALUES
VALUES
.-SIZE.DONTHIEFRAMINGPLAN)
SPF(Ib)
SYPQb)
TAG
BEAM SIZE
CONNECTIONS
(3) 21L SPF #2 BUILT LIP STUD COLUMWM
(I)- SDWC15WO SCREW, REFER TO DETAILS 1, 1 A. AND
FRAMETO
TO POST: SIMP. HTS20 OR LSTA18 (UPLIFT-1235)
MATCH WALL SIZE SPECIFIED ON THE FRAMINSGOPELATAO,
El
2 ON SHEET SDAOC FOR INSTALLATION REQUIREMENTS
IE
FRAME
485
615
132)(6
(2)2X6 SYP
TC
WITH IfT FU H
TO BEAM: SIMP. HU4S OR HUC48.d (12�0.167.3,r
NAILS A (6J-oI4S`X 7 NAILS. (21651 UPUFT-I 135)
TO MASONRY. SPAP-MU46 OR KUC46 �ORS)4/4'. 2 SON
(4)21k SPF #2 BUILT LIP STUD COLUMNMW SIZE TO
MATCH INALL SIZE SPECIFIED ON THE FRAMING PLAN)
El
0- SCOVIOCISOX) SCREW, REFER TO DETAIL 5 ON SHEET
SDWC FOR INSTALLATION REQ UIREMENTS
I D
FRAMETO
FRAME
(I)PLY 1045
(2)PLY940
(I)PLY1195
1
C4PLY 075
PLATE
TAPOONS IS (4K.14W x 3. (U-70DR-M)
ON MASONRY. MSTANI24wA9)-0.l4rx 7 NAILS &
(2) Z, SYP 02 BUILT LIP STUD OOLUMNr3TUD SIZE 70
MAT&WkLL
fS)-l/4W-lW TAPCONS (UPUFT = 1375)
El
(I)PLY TRUSS H10A YN(IS)AVIS' x I.Ifr NAILS OR
(2)PLY TRUSS HIGA-2 WRIS)GA48' x 14,2` NAILS
FRAMETO
I FRAME
H10A 1015
HIOA-2930
HIGA 1105
HIGA-2 1000
SIZE SPECIFIED ON THE FRAMING PLAN)
(3) 2K- SYP #2 BUILT LIP STUD COLUMN(5110 SIZE TO
TO POST: SIMP. MTS20 OR LSTA18 (UPLIFT=1236)
-
HTSM OR HTSZIREVWO(I6)- 0.141r. I-10 NAILS
FRAMETO
FRAME
1215
1445
�E> MATCHWALL SIZE SPECIFIED ON THE FRAMING PLAN)
Szffl
(2)W 02 SYP
WITH Irr FUTCHITO
TO BEAM: SIMPAUOIS iooAl4JoI6Zk 3j'NAJLS OL
(W.141rx 3' NAILS. PS=UPUFr--"35)
MASONRY: IMP. HU46 OR HUC48v1A".I4n3.
(4)2.LSYP#2 11147 UP STUD COLUMNISTUD SIZE TO
(2)HTS20 OR (2)HTS20-REV VW(IM4.141r. 1-Irz MAILS
FRAME
-
MATCH WALL S12E SPECIFIED ON THE FRAL41NG PLAN)
0
EACH
FRAMETO
2430
2890
PLATE
NAILS & (107 2t TAPOONS. ORCUPLIFT=l 135
ON MASONRY: MSTAM24 vAS)4_148" x 3"NAJLS
FRAMETO
0 4A SYP
H2.5A VW(10J-0.131"x 140
FRAME
540
625
(s). r. 2t TAPcONs (uPuFr = ISM
D17172 WO ta"Wx W SDS SCREWS & IW EPDXY
4.5
COLUMN TO
1685
1665
TO POST: SIMP. KTS20 OR LSTAIS (LIPUFr=1236)
ANCHOR
CMU1FTG
TO BEAM: HU410 �'/(18).o I62*x 3k NAILS &
(71- CSHIPIS OR (2)- CS20 COILS STRAPS COLUMN TO
HEADER, BEAM, OR COLUMN BELOW. MIN. S' END
COLUMN TO
B200
(2)WG#2SYP
WTM1I7'FUTCM
(I 0)-O.l 48-x 3' NAILS. (3250RJPUFT=1796)
TO MASONRY: SIMP. HU410 OR HUC410,d
QdSYPJI2
LENGTHS (TOP & BOTTOM) W (14�0.131'x 2IJ2` NAILS
EACH. PROVIDE SOLD, BLOCKING WITHIN THE FLOOR
SYSTEM AS REQUIRED.
a
FRAME
I
208D
2000
PLATE
(10�0.14rx3'NALS&(14)--rx2tTAPCONS.
C25001UPLIFT-1800)
ON MASONRY: MSTAM24 41r x 7 NAILS &
CSHP18ORCS20 Cots STRAPS COLUMN TO HEADER.
BEAJA OR COLU N BELOW MIN. SO' END LENGTHS (rop
COLUMN TO
0
I oldo SYM (PT IF USED IN AN EXTERIOR APPLICATION)
M t X 2r TAPCONS (UPLIFT = 137S)
TO POST. StMP. MTSM OR LSTAIS (UPUFT=1235)
4K4 SYP #2 POST (PT IF USED IN AN EXTERIOR APPLICATION)
& BOTTOM) W (14).0.131' x 2-10 NAILS. PROVIDE SOLID
a
FRAME
1030
1030
TO SEAM: HU410 V.4(IS)o.IeZX 3j'NAILS &
BLOCKINGWITHIN E FLOOR SYSTEM AS REQUIRED.
M12
(2W202SYP
WITH 10 FUTCH
(10)-0.14WX3' US r-050OUPUFT-1795)
TOMASONRY-SIMP HL14100RHUC4101W
(10) .0.14IMS NALS&(14)--tx*TAPCONS'
6A SYP 02 POST (PT IF USED IN AN EXTERIOR APPUCAnoNJ
(2)-ir SIMPSON SDWC15OWSCREVWS TOP& BOTTOM OF
JAMBST COLUMNS. TOE-SCRENTO HEADER AND
BOTTOM PLATE THROUGH WIDE FACE OF COLUMN PER
FRAMETO
FRAME
695
885
PLATE
(35001UPLIFT-1800)
ON MASONRY MSTAM24 w)(9)-0.14W x 7 NAILS &
ad SYP 02 POST (PT F USED IN AN EXTERIOR APPLICATION)
DETAIL 12OSOWC
Is)- r X 2r TAPCONS (UPLIFT = IW5)
3-if-XV341-ENWINEEREE LUMBER COLUSOIN. PER
HTT5KT COLUMN TO FOUNDATION W/(24WInOx210
TO POST' SIMP_ HTS20 OR LSTAI8 (UPLIFT=1235)
TODEAM:HU41 AIS]J0.IM3r NAILS&
STRUCTURAL COVER SHEEr
So SCREMIS. SW ALL THREAD ROD TO CONCRETE AFTH
SIMPSON SET-30 EPDXY. U.N.O. ON PLANS: MIN. W
4
COLUMN TO
5360
5445
(2)l.75"xll2S'
(100.148"xoT NAJLS. rj25DMJPUFT-1795)
TOMASONRYSiMP.HU4100RHUC410%W
PER
ENGINEERED LUMBER COLUMN.
STRUCTURAL COVER SHEET
EMBEDMENT TO CONCRETE FOOTING. MEASURED
FOOTING
B3.U1IM
LVL
(10)-0.1 4WX T NAILS & (14)- t x 2r TAPOONS.
BELOW CONCRETE CURBS. W 24W MIN. EDGE
DISTANCE.
P50MUPUFT-IWM
ON MASONRY. MSTAM24 w4g).0.148" x r NAILS &
--E- D--C--N--S-
COVERSHEET
LSTAI 8 WO(I 4K.1 Ar x 24M NAILS (CENTER $TRAP ON
STUD)
HEADER TO
STUDS
ills
1235
1 (5)- t x2k TAPCONS (UPLIFT = 1375)
34-107E RED -R COUNN_ PER
(2)LSTAIS V"14)-0.14W x 2-10" MAILS EACH (CENTER
HEADER TO
TOPOSI', SIMP,"TS2110 LSTAIII(UPUFT=1235)
TO BEAM: HU410 �1(18)-OAWS, 3t NAILS &
R I
STRUCTURAL COVER SHEET
E3
STRAP ON STUD)
STUDS
2230
2470
33.Sxll.875
(2)1,7"1.979-
(10)-0.14r. 3' NAILS. (J2501UPUFT=l 795)
TO MASONRY. SIMP. HU410 OR HUC410,W
--l-E -REDUJMBERCOI_UMN_PER
(I)- A34 ANGLE ff(S)-el3l*x 14rZ NAJLS Q IW C.
FRAME
300 PLIF
348 PUF
STRUCTURAL COVER SHEET
[E]
- FROM EA. END. PROVIDE WEB FLUERS�S
REMCAXR&EeD FOR ANGLE ATTACHMENT TO FLOOR JOISTS.
FRAMETO
(LATERAL)
(LATERAL)
LVI.
(I 0).0.14n 3NAILS & (14)- r x 2t TAPCONS.
I36001UPLIFT-1830)
ON MASONRY: MSTAM124,,0S-0.l4W.3`NAH_S&
�V> 5-01M'XrENGIN RED LUMBER COLUMN. PER STRUCTURAL
HGA10VW(4)lM'x I-lfr SOS SCREWS & (4)lWx TSDS
FRAMETO
840
lies
C VIER SHEET
ED
SCREWS
FRAME
(LATERAL)
(LATERAL
I* r x 2k TAPCONS (UPLIFT = 1375)
ED
WOM�0.1 40". 34W NAILS CENTERED
STUDSTO _
2325
2690
TO POST' (2) SIMP. HTSZD OR LSTAl 3 (UPLIFT=ZfM)
TO BEAM: SIMP. HU41 0 %moln SJ-0.16n 3? &
C-0VE=SM=ET
BEAMOOT
(10)-0.148* x r NAILS. (3250AJPUFT-1795)
TO MASONRY- SIMP. HU410 OR HIJ0410 %W
MSTC40W(24K.14V x 34AC NAILS CENTERED W`
a
STUDS TO
1993
2306
XII-E-
HGI RED LUMBER COLUMN. PER
21-1 Ar CLEAR SPAN & Ir END LENGTHS
STUDS
(10)-0.1 4W . 3"NOULS & (14)- N 2t TAPCONS_
STRUCTURAL COVER SHEET
5&5XIS
(2)1-7"6'LVL
(350(YUPLIFT-iSOO)
ON MASONRY: (2) MSTAM24 .4910.148'. S' NAILS &
:qj�
CoNCEALED FLANGE HANGER W(12)0.1(Vx
3-Irr NAILS& (6)0.14WxY NAILS
FRAMETO
FRAME
U-961
R - 1888
U 1CF77
2166
S4-. -- -RIED - COLUMN. PER
STRUCTURAL COVER SHEET
(5)_ j- x Zr TAPcONS EACH (UPUFT=2750)
'NAIL BEAM TOGETHER USINGS(4T)PRAOPM OF 0.14T x
13?1N LS06'O.C. EACH WOE
111174 W(18K.16r. 2-Iff NAILS AWS' EPDXY ANCHOR
4.7
COLUMN TO
FIG.
SYP: 4321
PSULVL 3812
STANDARD COLUMN NOTES
NAIL ALL BUILT-UP STUDS PER DTL. WFOSM02.
2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD
CONNECTOR NOTES
TO POST: (2) SIMP. HTS20 OR LSTA18 (UPLIFT--2470)
ON MASONRY' . (2) MSTAM24 .1(9�0.1 ORM 3' NOULS &
1. UNLESS NOTED OTHERWISE ON THE PROJECr PLANS, CONNECT ALL STRUCrURAL M EMBERS:
BE P.T. OR WOMANIZED.
A. TRUSS OR BEAM TO MAS014RY (PERPENDICULAR CONDITION) NOT APPLICABLE
85.2WS
(3)1-7"6'LVL
(5)-r X 2ju TAPCONS EACH STRAP(LIPUFT = 275D)
1. CONTRACTOR TO USE ABU BASE CONNECTORS 0 SPFISYP
SOLD POSTS. AT EXTERIOR CONDITIONS
5- FLOOR TRUSS OR BEAM TO MASONRY (PARALLEL OUNDITION), WITH A MINIMUM EDGE NOT APPLICABLE
'U.N.O. HAUL BEAM TOGETHER USING (4)
04: ASU44Z VAX12)D.10n 3r NAILS & t EPDXY ANCHOR wMIN.
DISTANCE OF r
ol 4e*x 3t MAU; a 4r D.C. EACH SIDE
7'EMBEDMENT
C. FLAT TRUSS, BEAM, OR RIM BOARD TO MASONRY (PARALLEL CONDITION), WITH A NOT APPLICABLE
TO POST: (2) SIMP. HTS20 OR LSTA18 (UPUFT-2470)
M: ABU06Z ,.X12X) IW' , 3? NAJLS & I` EPDXY ANCHOR WMIN.
MINIMUM EDGE DISTANCE OF I-1M
r EM13EDMENT
D. ALL ROOF TRUSS/PURUIN/RAFTER TO FRAME (PERPENDICULARIODNNECnON) EA OR [D/ EA_
ON MASONRY: (2) MSTAM24wA9)-0.14ff*k 3' NAILS&
S.S. ASUSSZ 3? NAILS & (2)t EPDXY ANCHORS'd
E. HIP JACKS LESS THAN r-O' LONG, AND CORNER JAC0, TO FRAME. MAXIMUM UPLIFT OF 535
B&&M
(2),_,5.,�WLVL
(5)- t x 2t TAPCONS EACH STRAP (UPLIFT = 2750)
'U.N.O.
MIN. r EMBEDMENT
LBS. El/ EA. OR E]J EA
MAIL BEAM TOGETHER USIN (4) ROWS OF
10xlO-- ASUI 01 GZ %A22I 0.16Z�K 3ju NAILS & (2t EPDXY
1
10.149. V NAILS @ fr D.C. EACH SIDE
ANCHORS vd MIN. r EMBEDMENT
F. GABLE TRUSSES: REFER TO GABLE DETAIL INDICATED ON FRAMING PLAN.
STANDARD
BEAM NOTES
4. PCSTILVL INSTALLED MINIM SM. AALL TO BE WITHIN TOP
G. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISrs TO INTERIM SM. WAUS USING (3Y 0.131-
AND BASE PLATES U.N.O. ON PLANS.
x 3" TOE -NAILS.
I � NAIL ALL
(2) 2. SEAMS TOGETHER
USING (2) ROWS OFO' 48' x 3r NAILS 0
5. PROVIDE A SOLID BLOCKING WITHIN FLOOR SYSTEM UNDER
2. IN ADDITION TO STRAP, FASTEN TRUSSES AT EXTERIOR WALLS WITH (3)- 0.13V X 3' TOE-NOULS.
ALL HEADER SUPPORTS/ COLUMNS.
I SEE STRUCTURAL COVER SHEET FOR ENGINEERED LUMBER
3- STRAP MAY BE INSTALLED OVER MAXIMUM 23/32* SHEATHING, USE 2-11r NAILS LLO. 1-1/2* NAJLS.
Ir- (TYP.
ONE SIDE) USE
LARC
3 ROWS WHEN 2KIO OR ER. MIN. 2' FROM
SPECIFICTIONS.
4. PROVIDE STD CUT WASHERS WHEN REQUIRED BY SIMPSON SPECIFICATIONS. HEX NUTS SHALL BE WRENCH TIGHT . 1/3 TURN.
TOP AND
OF 0.14W
BOTTOM OF BEAM.
x 3j" NAJLS 0 T
NAIL ALL LVL SEAMS TOGETHER USING (3) ROWS
(TYP. ONE SIDE) MIN. 7 FROM TGP AND BOTTOM
I . COLUMN CALLOUT UNDER HEADER REFER S TO THE NUMBER
S. 1/2* ALL THREAD ROD TO MASONRY OR CONCRETE WITH SIMPSON SEr-XP EPDXY. MIN. r EMBECOMEWTO GROUTED CRAU
OFBEAM
W JACK STUDS REQUIRED.
WALL W/2-1/4"MIN. EDGE DISTANCE. MIN. 7'EMBEDMENT TO CONCRETE FOCmNG W/2-1/4- MIN. EDGE DISTANCE.
6. S/8'ALL THREAD RODTO MASONRY WITH SIMPSON SMXP EPDXY. MIN. 15"EMBEDMENT TO GROUTED CMU ODRE
2. VERIFY
WPLAN CORRECT
LENGTH OF BEAM REDD. (MIN. 7 SM. EA. END OR
CONTAINING AT LEAST (1) VERTICAL #4 OR #5 BAR. MAINTAIN 2-1/4- MIN. EDGE DISTANCE. IFTHREADEDRODCANSE
MIN. 3' EIRG.
ON MASONRY)
CENTERED WITHINTHE MASONRY WALL, MIN. EMBEDMENT MAY BE REDUCED TO 12�.
7. 5/8"ALLTHREAD ROD TO CONCRETE WITH SIMPSON SE736 EPDXY. U.N.O. ON PLANS: MIN. 7"EMBEDMENTTOCONCRETE
3. SEE PLAN
FOR TOP OR BOTTOM
OF BEAM INDICATIONS.
FOOTING W/ 2-1/4- MUN. EDGE DISTANCE. FULL CAPACITY ACHIEVED WITH 12- END DISTANCE FROM DMRIOR CORNERS.
4. BEAMS
ARE NOT TO BE DRILLED
OR NOTCHED IN ANY WAY WITHOUT
MINIMUM DISTANCE FROM CORNERS IS 2-1/4- WITH A CAPACITY OF 2650 UBS.
MITTEN
APPROVAL FROM
THE E.O.R.
NG CLEAR SPAN & END LENGTH MEASUREMENTS.
S SEE STRUCTURAL
COVER
SHE.T FOR LVL SPECWIrAnONS
S. SIMPSON
HTS2D MAY BE
SUBSTITUTED WITH SIMPSON HTS2D-REV
K]nTF=Q k
CONNECTOR LEGEND
0%%III 111i
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10
0
or
W
A
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ace
OR
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IL)
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�ENG: TH
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oc� cc
"W. STAR.l�
AS INDICATED
MM.
120132M
10
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COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, U.C. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is Strictly prohibited.
SCHEDULE (STARLIGHT)
:111 In mi, I z Lei N
NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND
EXTERIOR PLASTER FINISH
WALL HEIGHT INTERIOR ZONE END ZONE
r4r 2X4SYPS201WO.C.MAX 2K4 SYP #2 0 IV D.C. MAX
ir-cr 2.4SYP#201WO.C.MAX 2.4SYP#20170.C.MAX
9-C WSYP#201rOC.MAX 2.4SYP#2*1rO.C.MAX
14r4r 2K4 SYP #10 Ir D.C. MAX 2X4 SYP #10 r D.C. MAX
EXTERIOR SIONG
WALL HEIGHT INTERIOR ZONE ENDZONE
F-cr ZD4SYP#201WO.C.MAX W SYP 02 0 IV D.C. MAX
W-w 2x4SYPI201CO.C.MAX 2K4 SYP #2 0 IV D.C. MAX
W-C W SYP #2 0 IV D.C. MAX 2�4 SYP #2 0 IV D.C. MAX
1014r 2"SYP#201rO.C.MAX 2*4SYP#20170.C.MAX
EXTERIOR FRAME WALL NOTES
1. WALL STUDS WITHIN OFT OF EACH CORNER ARE CONSIDERED TO
BE WTHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR 46
REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL
2. STUD SPACING $HALL FOLLOW THE CHART ABOVE U.N.O. ON THE
FRAMNG PLAN. 10
I SEE DETAIL "`I00SD4 FOR REQUIRED WALL SHEATHING
TUCKNESS & NAILING PATTERN
&I NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF
NAILS ARE OVERDRIVEN. THE ENTIRE SHEET OF SHEATHING IS TO
BE REMOVED AND REPLACED. IF MORE THAN 20% OF THE
SHEATHING IS OVERDIUVEN. CONTACT EOR FOR REVIEW OF
EXTERIOR STUDS.
4- IF WALL IS FRAMED NTH 2.9 STUDS OR LARGER, STUDS ARE TO
BE MIN. SPF 02 0 IV D.C. MAX U.N.O. ON FRAMING PLANS.
STANDARD 2ND FLOOR FRAMING
NOTES:
1. ALL EXTERIOR VIALLS, LESS OPENINGS, ARE CONSIDERED SHEAR
WALLS. U.N.O. ATTACH SHEATHING PER MAILING SCHEDULE.
2. AT ALL WNDOW1 DOOR OPENINGS 0 2ND FLOOR, CONTRACTOR
TO FOLLOW THE DETAILS INDICATED BELOW.
2-STORY FRAMING - WS=O3
OPENING SITTING ON V60M BEAM - WS4SfiIO4
3. AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL WSD&SD4
U.N.O.
4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE)
FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF
FRAME WALL. INSTALL REQUIRED SHEATHING SPLICE BLOCKING
PER PLAN DETAIL WF10WX AT ALL LOCATIONS AS REQUIRED.
5. ANY INFORMATION WRITTEN ANDIOR DETAILED ON THE FRAMING
PLAN i�* BUILT UP COLUMNS. CONNECTORS, ENGINEERING
NOTES, s;� SUPERCEDE ANY INFORMATION SHOWN ON A
STANDARD DETAIL. IF ANY ITEM IS IN QUESTION. CONTACT THE
ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION.
WALLLEGEND
-91-1-T.OW ISTFLOOR
INTERIORIEXTERIOR
BEARINGWALL
- 6'-I"T.OW 2ND FLOOR
INTER
SEARING WALL
ALIGN WITH COLUMN ABOVE
BUILDER NOTE:
IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS
MANUFACTURERS LAYOUr
--STOP-
AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY
TRUSSES
SECOND FLOOR FRAMING PLANII
�' 0�0
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COPYRIGHT MCO 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC- Any use, duplication, or transfer of Omm documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC is Strictly prohibited.
SCHEDULE (STARLIGHT)
0011 wt&.
NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND
EXTERIOR PLASTER FINISH
WALL HEIGHT INTERIOR ZONE ENDZOME
W-W 2.46YP#201VO.C.MAX 2K4SYPQ6IVO.C.MAX
9"Ir 2*4 SYP 02 0 Iff" D.C. MAX 2K4SYP#20170.C.MAX
F-C 2.4SYP#2012-O.C.MAX 2.4SYP#2012'0.C.MAX
20 SYP 810 12- D.C. MAX 2K4 SYP #10 W D.C. MAX
EXTERIOR SIDING
WALL HEIGHT INTERIOR ZONE END ZONE
B-O' N4SYP#2014rO.C.MAX 2.4SYP#201ff-O.C.MA
9-IT Z(4SYP#20IVO.C.MAX 2x4SYPS201VO.C.Mz
91-Ir 2,4 SYP #2 0 IV D.C. MAX 2.4 SYP 02 0 Ir O.0
10-17' 2.4SYP#2012-O.C.MAX 2,4SYP#20IrO.C.
EXTERIOR FRAME WALL NOTES
I - WALL STUDS WTHIN SIFT OF EACH CORNER ARE CONSIDERED TO
BE WtTHIN THE WALL END ZONE. SEE CHARTS MOVE FOR
REQUIRED
STUD SPACING PER EXTERIOR FINISH MATERIAL.
2. STUD SPACING POLL FOLLOWTHE CHART ABOVE U.N.O. ON TH�
FRAMING PLAN.
3. SEE DETAIL WFIO0SD4 FOR REQUIRED %ALL SHEATHING
THWA04ESS & NAILING PATTERN.
31 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF
NAILS ARE OVERDRIVEN. THE ENTIRE SHEET OF SHEATHING IS TO
BE REMOVED AND REPLACED. IF MORE THAN 2D% OF THE
SHEATM14G IS OVERDRIVEN. CONTACT EOR FOR REVIEW OF
EXTERIOR STUDS.
4. IF WALL IS FRAMED WITH 2xS STUDS OR LARGER, STUDS ARE TO
BE MIN. SPF 82 0 IV D.C. MAX U.N.O. ON FRAMING PLANS.
STANDARD 2ND FLOOR FRAMING
NOTES:
I . ALL EXTERIOR VWJ-LS. LESS OPENINGS, ARE CONSIDERED SHEAR
WALLS. U.N.O. ATTACH SHEATHING PER NALING SCHEDULE.
2. AT ALL WNDOW/ DOOR OPENINGS 0 2NO FLOOR, CONTRACTOR
TO FOLLOWTHE DETAILS INDICATED BELOW,
2-STORY ING-WS020SD3
OPENING SITTING ON V400D BEAM - WS4S/SD4
AT ALL CORNERS. CONTRACTOR TO FOLLOW DETAIL VvsW/SD4
U.N.0-
4. IF SHEATHING IS NOT INSTALLED CONTINUOUS tONE SOLID PIECE)
FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF
FRAME WALL INSTALL REQUIRED SHEATH114G SPLICE BLOCKJNG
PER PLAN DETAIL WF1 MS04 AT ALL LOCATIONS AS REQUIRED.
5. ANY INFORMATION WRITTEN ANDOOR DETAILED ON THE FRAMING
PLAN L.. BUILT UP COLUMNS. CONNECTORS, ENGINEERING
NOTES, SHALL SUPERCEDE ANY INFORMATION SHOM ON A
STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE
ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION -
WALL LEGEND
9-1- T.OW IST FLOOR
INTERIORFXTERIOR
BEARI %AU-
= V-I'T.OW 2ND FLOOR
INTERIOMEXTERIOR
SEARING VWkLL
ALIGN WITH COLUMN ABOYE
BUILDER NOTE:
IF THE TRUSS LAYOUT SHOM DOES NOT MATCH THE TRUSS
MANUFACTURERS LAYOUT
—STOP--
AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY
TRUSSES
SECOND FLOOR FRAMING PLAN
1/8--il-O"
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COPYRIGHT MCD2015: The information contained in this document is copyrighted and isthe exdusive property of MONTA CONSULTING & DESIGN, OFWMR &ASSOCIATES, LLC. Anyuse, duplication, or transfer of these documents without Me expressed, written consent of MONTA CONSULTING& DESIGN, OF WMR & ASSOCIATES. LLC is strictly proNbited.
ALL I-- M EM SE - IN THIS ASSEMBLY SHALL BE — OR BETTER.
E'. To FRAMING PLAN FOR WALL DIMENSIONS.
(2),�TOPPLATEPER PLAN. -
NAIL SHEATHING W (2)- ROWS
OA31 " x 2-112' NAILS & 7 Oc.
SHEATHING TO HEADER W —
0.131' x 2-IrZ NAILS AT 3- D.C.
HORIZONTALLY & VERTICALLY
!W
o.r=YE IMFN 'M 'OMEO
.TQ.D
2 1 LLS TE M
A E
FREE F
SPLICES OR DISCONTINUOUS
FRAMING.
SHEAR WALL
AT PORTAL FRAME.
3-1 xll-IWHEADFRPERP
EXTERIOR SHEATHING & ------
NAILING PER DETAIL VWlQfSD4.
1-4
MIN (3Y2. JACK & (1)m2K V
JNG STUD
NDER2ND
FGrJZT8%SLtrMNS.
N4 P 2 STUDS 0 WALL
ER.SSEICTION
(3)-2..KCV STUDS
(GARAGE OPENING)
MiN.7/iS'ST UCTURAL I — -----
SHEATHING.ROLR 15W
EXPOSURE I SHEATHING,
iM1NNGCP34 JACK STUDS &
U LID NAJLE PER SPI=D
CONTINUOUS FROM BOTTOM
HEADER NOTES.
PLATE TO MID -HE HT OF
FLOOR SYSTEM. NAIL ALL
EDGES TO STUDS OR COLUMNS
Wrol I-x2-IrZ NAILS 0 3- D.C.
(2)-2.BOTTOM PLATE. NAIL TO
& 3"03
.C. IN THE FIELD.
SHFATHINGWI(2)ROWS0.14W-
NAILS 0 r D.C.
PLATE
(7)-ZKBOTTOM LATE. NAILTO
SHEATHING W1 (2) ROWS 0.148" 7
NAILS 0 3- D.C.
FOUNDATION PER PLAN.
FRAME
lrr=l,.Cr
(2).CS20STROkP W0A4rx3- NAILS ON INTERIOR FACE
OF WALL STRAP CONTINUOUS FROM 2ND FLOOR
CORNER GTOJACKSTUDS. MIN.WEND
LENGTHS. (2)2K BLOCKING BETWEEN STRAPS AND
HEADER, AND WITHIN FLOOR SYSTEM.
/—FLOOR SYSTEM PER PLAN. NOT SHOWN
THIS DETAIL FOR CLARITY.
35'xlt HEADERPERPLAN.
"\-(2)-LSTAIS OR (2)IS20 STRAP W0.14W . r
0
NAI . STRAP CONTINUOUS FROM TOP PLATE
T04ACKSTUDS. IN.TENDLENGTHOVER
9 z
JACK STUD. (2],� BLOCKING BETWEEN STRAPS
z z
AND HEADER
LLI W
OPENING)
CL IL
(GARAGE
0 0
HTT4 BASE CONNECTORS W (18) 0.167 x 2.10
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EMBED MOW CURB TO FOUNDATION USING
S.P...ET.P.—
z z
DISTANCE FROM FACE OF CMU
Uj LLI
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SCREWS &� A&I&Sos
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W/ SIM SSON SET-XP E
SHEAR WALL TO FOUNDATION PER
DETAIL VWU?A ON NOTES&
CONNECTOR LEGEND SWEET.
INTERIOR ELEVATION
OPENINGS IN SHEAR WALL ARE PERMITTED FOR MECHANICAL AND —
ELECTRICAL PE ETRATIONS. CONTACT E.O.R. FOR ADDITIONAL REVIEW IF
A SINGLE OPENING LARGER THAN 16' WIDE . 48" TALL IS REQUIRED, OR IF
THE TOTAL AREA OF ALL MECHANICAL AND ELECTRICAL OPENINGS
EXCEEDS 8 SO. FT.
2X OR (2),2K BLOCKING PER SCHEDULE AT ALL PANEL EDGES
AND SPLICES. (3)-0.131' XTTOE-NAILS 0 EACH END. NAIL
PANELS TO BLOCKING WITH EDGE NAIL SPACING.
(2)-2X TOP PLATE.
REFER TO DETAI
M071SOB FOR
CONSTRUCTION
REQUIREMENTS. 10
S EAR WALL END
COLUMNS AS
INDICATED PER
FRAMING PLAN. 40
MIN. H03 OPENINGS SHALL BE
LOCATE AWAY FROM THE
CONTINUE END OF TH WALL AT LEAST
K\kl� I ... 113 OF THE WALL HEIGHT.
A80VE 11
BELOW
OPENING
INDICAT3ED ON
MIDS NWALLSLOCKING
F ING PLAN.
2X SYP#2 STUDS
U.N.0- ON FRAMING PLAN
evroc� U N 0.
STRUCTURAL SHEATHING
ON FRAMING
BOTTOM
PLATE
PER SCHEDULE
PLAN. (3)-0.131' X
PER
ANCHOR BMTS ER
3* TOE -NAILS OR
DETAILM07AON
END NAILS TO TOP
NOTES&
E D OF VIALLANCHORS
& BOTTO
CONNECTOR
PER FRAMING PLAN.
PLATES.
JLE9�0!R �HE��T
.
'A
. . .. .
7
S�HENLE
:IRST ANCHOR AT e TO
FROM ENDS 0 WALL,
AW2TYPICAL INTERIOR SHEAR WALL
8 OTTO PLATE SPLICES.
3W=1'4r
OR HOUD4)OWNS.
WALLFRAMING&
A=.
=P
FLOOR-TO-FLOCR
ER
P
CONNECTIONS PER PLAN.
(2)-2XB JOIST. NAIL
16" 2X4 SYPS2 VERTICAL
PLIES TOGETHER W
FASTEN FLOOR
kD-
NAIL TO O.S.S. RIM BOARDW
0J4rxT NAILS OW D.C.
SHEATHING TO TOP
3" NAILS
(2)- ROWS 0.131'. 3- NAILS 41
& r FROM EA. END.
LATE OF SHEAR WALL
roC (10 r OT
NAILS TOTAL).
ALI
V#(2)o131"x2-irZ
NAILS 0 4- D.C.
2X4 SYP#2 BLOCKING 0
31r SHEATHING
I ------
21rO.C.W(2)0-I4S`xT
r
TOE -NAILS EA END.
17
14M'O.S.B. RIM BOARD
RD
S
FLOOR SYSTEM PER
0.1 x3-IrXNMLS
PLAN.
244OURAR SEPARATION
TO CARRYING MEMBERS(4YO.Wx
ASSEMBLY PER PARTY
3*NAILSTO (2)-2.1 "ST.
WALL DETAILS.
AT HANGER LOCATIONS. INSTALL
S EAR WALL PER
N. 12" LONG BACKER BLOCKS ON
PLAN. BALLOON
OTH FACES OF I -MST PER JOIST
FRAME TO FLOOR
MANUFACTUREWS WRITTEN
SHEATHING.
WALL FRAMING &
SPECIFICATIONS.
FLOOR -TO -FLOOR.
CONNECTIONS PER PLAN.
I -JOISTS PER PLAN.
SHEAR WALL TOP PLATE CONN. TO FLR. SYS.
3W=1'4r
FLOOR FRAMING AT STAIRCASE i
1*=V-W
NOT USED
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, ortransfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
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20 P.T. SUCK EACH
SIDE OF OPENING
HEADER (SEE PLAN
(6) Ir2VW LAC) SOLT
AT EA. DOOR SUCK
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BELOW. BUT ROOF SHEATHING FOR STRAP
CONT. ROOF SHEATHING NAIL PER IPLAN
PROVIDE 2114 BLOCKING WM oler x 3-IrZ NAILS EACH
END TO ROOF FPAAMNG SELOWWEN BOTTOM PLATE
DOES NOT LINE LOP ABOVE ROOF FRAMING SELOWAND
CONNECT vd SIMS'SON HTSW4 3Z' O.C.
ROOF FRALING TRUSS PER PLAN BSJ06V
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ROOF SHEATHING PER VALLEY FRAMING
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RAFTER
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COMMON TRUSS PER PLAN OR CONV. FRAMING PER
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AND ROOF FINISH PER ARCHITECTURAL PLANS
CURVED ROOF TRUSSES PER PLAN OR CURVED
RAFTERS VO (2) LAYERS 3W COX SHEATHING
NAILED 6 6- O.0 ' STAGGERED
NOTE: SEE
ARCH ELEVATION FOR FRONT WNDCANOPENING IF REOD
NOTE. ROOF SHEATHING MIUST BE APPLIED AND FASTENED TO ROOF
'rZ-"4r
FPJWING BELOW PER PLANS BEFORE DORMER FRAMING IS INSTALLED
SIMPSON HGA10 0 3Z OC
SIMPSON -00 3r
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D.C. W (4) IWx 7 SDS
PLATES & (4) IWK 140
TO TOP KATES & (4)
BOB TOTRUSS
IMN142*813STOTRUSS
SHEATHING NOT REOID
SHEATHING NOT REQI)
TO BE CONT. 0 THE
TO BE CONT. 0 THE
TRANSITION FROM
TRANSITION FROM
WALL TO GABLE
BEAM TO GABLE
TRUSS
TRUSS
4
DOUBLE 21 TOP PLATE
FASTEN SIDE WALL
BEAM PER PLAN
SHEATHING PER PLAN.
EXT. SHEATHING;
SIMPSON HIGA
ATTACH PER PLAN
DIAGONAL TO
TOP
PLATE
BEAM CONNECTION
FRAME WALL CONNECTION
GABLE END TRUSS
PER PLAN. TYP.
REOID GABLE END"VANP Rr
WHERE 0 H - 7
BRACING STRONG BACK ER
END BRACING CHART
REFER ii; GE31M'D2
2.4 SYP 92 TOP CHORD BRACING
coNrRAcToRToFiELDveRiFYvAacH
a Is- D.C. M N (2) TRUSS SAYS
V MAX PLYWOOD
CONDITION IS REQUIRED. CONTACT EOR
FOR ADDITIONAL INFO AS REOD
BACK FROM NBLE END (MIN. 4n
CANT. O.H.
A23 TO
TRUSS BOTTOM
CHORD. REFER TO
GM FOR REM
PLYV40W
BRACING TYP
SHEATHING&
2.41S :=T.'om,;7�
MAKING PER
CHO
PLAN SHALL
D.C. FOR FALSE BEAM
ATTACHMENT W (3)
RUN CONT
ACROSS GABLE
0.14r.TTOE-NALS
EA- ENO MIN. (2)
9 TO BOTTOM OF
FALSE BEAM.
TRUSS SAYS BACK
ATTACHED PER
FROM GABLE END
MUNG
(MIN. 4n
SCHEDULE
2X To
TOP PLATE TO
YP
MIN. 2x4 12
GABLE END 0.1r41rx
STUDS a 'Ir
a. C.
3-iWNAILSOWO.C.
2�4 SYP 92 FRAMING FOR FALSE
BOTTOM & TOP
BEAM 0 1 S' OC- IF RFOID IV (4)
PLATEW(3)
0-14Erx 7 NA . TRUE.
ILSOF
0.141INTNAILS
BRACE Top AND BOTTOM FALSE BEAM
EACH ENO TYP.
Z,4 SYP #2 HORIZONTAL PER PLAN
BLOCKING 0 IS" D.C. " p) IF REOD
ZA #2 SYP
0.1487k 3"NALS EACH END
BLOCKING
BETWEEN
CMU WALL CONNECTION
TuDs ONLY I
CLEAR SPAN CONNECTION FsRAME DOWN
ISASINGLE2,
***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING- WIN
gih GABLE END C FLAT CEILING CONNECTIONS
Irz
No
LAST STUD OF KNEE WALL -
ILS
JOINING UP TO MAIN MOLISE
WALLSSMALLS ATTACHEDTO
MIN. CZ) 2, FULL HEIGHTWALL
STUDS ff(2)0.I6Fx3-1rZ
NAILS6170-C
MIN. 24 SPF 02 KNEE WALL
TO
WITH STUDS a 1$- 0. Ci"
STRUCTURAL SHEATH
I
ON BOTH SIDES FROM TOP
OF WALL To So F
BEAM. ATTACHETDTOPE"Ro
Top
NAILING SCHEDULE
OTHERWSE SP2 CUPS
EACH STUD TO DOUBLE TOP
PLATE AND SP1 CUPS EACH
STUD TO BOTTOM PLATE
A� KNEEWALL AT
2K4 BLOCKS (2) 0.162X 3-107 NALS 0 EA. END.
NDM ALL GABLE [ BLOCK ADJ. " 0 EA. DIAG AS SHOAAN.
iFMYNG IS TO BE FASTEN ROOF SHEATHING TO BLOCKS W
SYP#2 OR BETTER 0.13 -X 2-1/7 NAILS* Or D.C. (4)BAYSMIN (1)
BAYIZ4R BRACE IS REOID)
DIAGONAL
:To
)E 2X4 BRACE
ADJ. DIAG.
4 TO DLAG.
,Sn3-10
2XS 02
FSYP
DAGO
.SNAL
BRACING. SPACED
7
0 48' D.C.
. -C
"ING"
ErAN NGC-W
B SE.N
F FROM
ROM E.A.
GABLE BRACING
CHART
H_
GABLE BRACING
UP TO 3117
NO MACE REQUIRED
T-T - H A W-I IT
(1) 2.4 L-BRACE
,r-l(r-H&&4r
(2) 2�4 L-BRACE (SEE SECTION A -A)
-,-I-
STRONGBACK, IL .. BRACE
iz-w�Hsay.(r
STRONC43ACK & (2) DIAGONAL
BRACES 4 113 AND 203 HEIGHT
SHEATHING PER PLAN
T TR T� �FE
CYOPNNF
STD.CONNFCTOR
NOTES
F OUT TO BLOCK
E7 AS REOV
LAST STUDOF
KNEEWALLJOINI LIP
To MAINHOUSE
(4 2K TOP PLATE
WALLIS SHALL BE
ATTACHED TO M91.
(2) 2. FULL HEIGHT
WALL STUDSW
(2) 0.167 x 340 NAILS
(2) 2x 02 SYP PLAN
@ 12- O_C.
FOR BEAM SISTE
2x4 SPF #2 KNEE WALL
WITH STUDS a IV
BUILDER FRAME
O.C.WSTRUCTURAL
RADIUS AS REQD
:HEATHING ON BOTH
IDES FROM TOP OF
WALL TO BOTTOM OF
BEAM. ATTACHED PER
NAILING SCHEDULE
D.C. W (3) 0111 X 1-111-
PER PLAN
TOE -NAILS TOP &
BOTTOM
TYP. TRUSS TO FRAME
CONNECTION PER
STD. CONNECTOR
NOTE: IF PANEL SPLICE
NOTES
IS NEEDED IT SHALL
OCCURWITHIN24rOF
FRAME OUT TO BLOCK
DHE
MI JGMT. BLOCKING
EDGE AS REDID
IS NOT REQUIRED.
j� (2)2X#2SYP EEPLAN
FOR BEAM S:Ej
MTT4W/5V ALL
(2) 2� PLATE
THREAD ROD. r MIN.
EMBED AND MN. 1.75'
EDGE DISTANCE USING
SIMPSON SET EPDXY
OR ED=. ATTACK TO
COLUMNUSING(IS)
0,162,2112'4AILS
FOUNDATION PER -
PLAN; SEE MF1GS3
BUIU)ER FRAME
FOR CORNER BARS
RADIUS AS REQV
BEAM IM!!t KNEEWALL AT UPSET BEAM
0 ' 131'X 24W
a---
- 0.131"x2-10
FRAME OR
e O.C-
TRUSSES
PER PLAN
VALLEY TRUSS
CONV. F OR
VALLEY TRUSSES
PLAN
///FPER
GASUETRUSS
ATTACH PER MM
SOMEOULE
CNEOULE
EXT. SHEATHING.
ATTACH PER
CONT. PLYWOOD ROOF
NAILING SCHEDULE
SHEATHING PER
(2) IS2'x3-IrZNAJLS
NAILING SCHEDULE OR
TO EAL COMMON
OPT. ZA BLOCKING
TRUSS
PERP. TO EA. VALLEY
TRU NAILEDTO
SIMPSON LTA2 0 4-4r
TRUSS BELOW 0 2r
D.C. GABLE TRUSS TO
O.C. W!(2)0.1S2-x3-Ir7.r
MASONRY OR
MAIN SPAN ROOF
NAILS TYP.
SIMPSON HOA10 a 3r
IS
T'L'
or FRAME WALL
ATTACHTRUSSTO
MAIN SPAN
.
UPLIFT CONNECTOR
(SEE SCHEDULE)
TRUSS BELOW USING
(3) 0.162'x 34W NAILS
ROOF TRUSS
UPLIFT CONNECTOR
MASONRYWALL
2X BLOCKING W (3)
(SEE SCHEDULE)
SHOM. SEE PLAN
o.i4S*X3-IAI*
MASONRY WALL
CONNIECTON TO WALL
FOR WDOO OR
TOE -NAILED 0 EA. END
SHOWN. BE PLAN
MASONRY
CONNECTION TO TRUSS
FOR WOOD OR
MASONRY
GABLE END AT VALLEY FRAMING CONN. (WALL & TRUSS)
4__�WHERE O.H � V.
REFER TO
12 12
2A SYP 62 DIAGONAL
BRACING a 41r D.C.
ASREQUIREDPER
GABLE BRACING
CHART
12
GABLE BRACING(-)
L2
AX
SEE 014ART
MIDHEIGHTOR
V3RD HEIGHT
STRONG BACK
AS REGI) PER
GABLE BRACING
CHART
�A
a AT
F;:TEf"4=
PLAN.
SEE GABLE -
CONNECTION DETAIL
FOR REOD
CONNECTIONS
2.4 ATTACHED TO EA,
GA13LE 2.4 BRACE
WTH )0.148'xS'
N US
(1) A23
TO
DIAGONAL BRACING
2K4 L-BRACE IF REOD
SEE CHART.
0.14rXrkA"
a v O.C�
GABLE VERTICAL
2ND W L-BRACE IF
REO'D, SEE CHART
A -A GABLE VERTICAL L_BRACNO
0.14ft 7 NAILS
a ir D.C.
GABLE END BRACING (140D or 150C)
"I
STRONCBACK DETAIL
2*4 BLOCKS. 0.131'x 7
NAILS 0 EA END.
BLOCKADJ. SAYS 0
EADLAG. AS SHOWN.
FASTEN ROOF
SHEATHINGTO BLOCKS
VdO.131'x 2-10 NAILS
a er D.C.
(5)0.1 I-XTMAILS
NAILS BRACE TO
BLOCKING
PROVIDE 2,4 BRACE
TO EA. ADJ. DIAG.
FASTEN TO OLAG.V,*)
0.131*x T NALS.
GABLE *VSRACING.
SEE CHART FROM
DETAIL GE02
GABLEBRACINGAT
RIDGE AND 0 40'
D.C. MAX 45'FROM
HORLZONTAL(.1-lir).
NO DIAGONAL BRACE
IS REQUIRED FROM
THE TRUSS HEEL TO
THE HIP JACK GIRDER
INTERSECTION.
PROVIDE 2X BLOCKING
FOR NAILING
PROVIDE BLOCKING -
BETWIEEN TRUSS BAYS
0 4r D.C. FOR FIRST 3
RAYS
GABLE END @ FLAT CEILING W/ BOSTON HIP
PORTAL FRAMING DETAIL
OR LVL AT GARAGF-
HEADER OR LVL REQ'D
TO BE FULL LENGTH OF
GARAGE
MIN (4) 2. SPF 02 STUDS
@EA.ENDW(2)S1MPSON
LSTA30 ON OPPOSITE
SIDE OF SHEATHING W
(22)1).149* x 3* NAILS EA.
WALL SHEATHING PER
WFI&SD3W10.1 1'.2-10
NANA 0 3- 0.11 IN ALL
FRAMING (STUDS.
BLOCKING. TOP PLATE.
BOTTOM PLATE) - TYPICAL
2x SW 92 PT SKJ- PLATE;
IF OVERALL DIM ALLOWS
ATTACH,dJ41OLTS/
EPDXYANCHORS@32-
O.0 PER BR 'WALL -
SCHED. NO BOLTS WA� 121
PLYWOOD CRICKET
T RAKE WFLASHING
DOM TO ROOF
BELOW&FACIAOVER
TOP
(2) LAYERS OF V THICK GYP.
SHAFT LINER PANELS. UP TO
UNDER SIDE OF SHEATHING
NO SIDING UNDER FACLA IN
THIS AREA ' JUST EXPOSED
FLASHING
CRICKET DETAIL
SHEATHING PER PLAN
WHERE O.H. 16 � 9%
REFER TO GE316M
CONT. 2.4
GABLE END
SHEATHING FASTEN
PER PLAN
SPLICE AS REGID
SIMPSON HIGA DIAG.
TO BLOCKING
TRUSS PER PLAN
TYPICAL TRUSS TO
FRAME CONNECTION
SEE STANDARD
CONNECTOR NOTES
WALL PER PLAN
(FRAME WALL SHOWN;
MAY ALSO BE
MASONRY)
2X4 SYP42 BLOCKING
SETIWNEEN TRUSSES
w/MoIS2-X3-IJT
TOE -NAILS EA END
Sw-V4r I \'� 3W=1'-W I \'� 3W=I'-(r
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and Is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES. LLC. Any use, duplication, ortransfer of these documents without the expressed, Written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is s1rictly prohibited.
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3r4,v-(r \, j 31411%W
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NAILS STAGGERED 0 17
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SEE HEADER SCHEDULE
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INFORMATION
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PER PLAN
ROOF SHEATHING & MAKING
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NAIL FIELD INSTALLED
PLATE
Top PLATE TO FRAME
PROVIDE W ON TOP
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OF 2NO To PAD OUT Top
0
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W
PLATE. ATTACH .
NAILS 0 V D.C.
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Rea UIREMENTS THIS
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V MAX. CANTILEVERED
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SUPPORT INFORMATION
RUE TOGEMFORGASUE
VIER BRACING INFORMATION
VALLEY TRUSSES BEHIND
GABLE (IF PRESENI 1. .1
BE CON14ECTED TO COMMON
ROOF TRUSSES PER TRUSS
SUPPUM SPECIFICATIONS
VALLEY GABLE TRUSS PER
PLAN GABLE SHEATH
_ NG&
NAILING PER PLAN
24 SYM PLATE BEHIND
VALLEY GABLE TRUSS. TO
EA, COMMON ROOF TRUSS
W(2)I1I*rx3-IrrIt0UL$Q
2'r D.C. MAX.
ATTACH VALLEY GABLE
TRUSS TO EA. TRUSS BELOW
W(3)&I6Tx34Q`NAIU3
2x SLOCIONG W (3) 0.14r X
34W TOE4A1LS EA. END
VALLEY GABLE CONNECTION - 150C MAX.
111`7
R
PLAN. NOT SHOWN
THRIDETALFOR
CLARITY
PE��-----\
(2)-2KTOPPLATE R
NAIL SHEATHINOW
OVERLAP TOP PLATE
0.131'.2-IrZNALS 0 C
AT CORNER
MAI BOTTOM PLATE
TO EACH PLY OF BMT
SHEATHING TO HEADER W0.131`44
Up COLUMN BELOVV'V
NAILS AT 7 D.C. HORIZONTALLY &
(2) 0.14Wx 7 NAILS
VERTICALLY AT PORTAL FRAME.
TOP PLATE CORNER TRANSITION
I-FRAMINGMEMBERSINTHISASSEM--BE
REFER TO FRAMING PLAN FOR WALL DIMENSIONS.
04820 STRAP WO.I4rW KALB ON INTERIOR FACE OF
WALL STRAP CONTINUOUS FROM COLUMN MOM TO
JACK STUDS. MINI T END LENGTHS. M-2. BL0004G
BETINEEN STRAPS AND HEADER. AND WTHIN FI OOR
SYSTEM.
33'x I I _W HEADER PER PLAN.
NAILS ON INTERIOR FACE OF VAALL STRAP
CONTINUOUS FROM TOP PLATE TO JACK STUDS
MIN (3l� 4ACK & (1)-2. KING STUD MIN. 7 END LENGTH OVERJACK STUD. Ma,
BLOCKING BETWEEN STRAPS AND HEADER
(3)-2. JACK STUDS ,,,--MIN. 7116"STRUCTURAL I SHEATHING. OR
15W EXPOSURE I SHEATHING.
S s WALL SEGMENT
"a
MEET..
FREE FROM PLATE SPLICES
OR DISCONITNUOU
FRAMING.
SHEAR WALL
74r
MIN.
111_� 011111111211,011 PMWW 700 U'% ROOF SHEATHING
7-W NAILS TO SUB -FASCIA
_.BLOCKWGQ3rG1.
CONTINUOU FROM 840TTOM PLATE TO
S
MID -HEIGHT OF FLOOR SYSTEM SHEATH N
.... 1
GLUM
'WNS
MIK C i
I-OMYERHANG
SIMPSON HII BASE
INTERIOR FACE OF WALL CONT14u�
0 M-
N
CONNECTORSW08)
FROMBOTTOM LATETOTOPPLATE. NAIL
OF
THREADED ROD.
�1214
Mlgrx2-10 MAILS & 5W
ALL EDGE$ TO STUDS OR COLUMNS W
0.131' x 210 NAILS 4 TO.C. & TO.C. IN
%0OF SHEATHING & NAJU
THREADED ROD W MIN. 12'
1
THE F LD.
E
_R STRUCTURAL COVER
SYP. 02 SUB -FASCIA
EMBED BELCWCURB TO
A
A
40TES. SHEATHING SMALL
'E CONI F!�! END
2.4 SVI 02 BLOCKING ale,
FOUNDATION USING SIMPSON
SET-XP EPDXY. MIN. 24W EDGE
I
(2)-2.BOTrOM PLATE, NAIL TO ----------
MIN. WSELOW
TOP OF SPRED
X.D.
O.C../(3)-0.I3l'xT
DISTANCE FROM FACE OF
Wr
SHEATHING (2)ROVISO.146'
FOCTITNG
TOI EA. END
CONrRETECURB
NAILS 0 S' D.C.
N
GABLE TRUSS PER PLAN
4"11111111 a I'M WX ar ORM
2M SYP. 02 OUTLOOKER 0 29' D.C. MAX
M-2. BOTTOM PLATE. NAILTO---�'
SHEATHING W (2) ROWS 0.148' x 3'
..
L-4
, '., . - - ' t '(I)ANCHOR SOLT CENTER
SHEAR WALL TO FOLIN DATION
ON
PER DETAIL VIFOTA NOTES
t.
0111401IM GAI P1111111IRTCOMAX 2C&H:\
NAILS 0 r D.C.
t
CONNECTOR LEGEND SHEET
ZI SYP. #2 OUTLOOKER 0 Is-- OC AM.
(S0.I3I*.TTOE440ULS
TOP OF SPREAD FOOTING
FOUNDATIDI I PER PLAN. (BELOWGRADE)
MIN.
HWII
REQUIRED EACH HEADER
END W PLIES FASTENED
1 1
OVERHANG
I
SW DIAL F1554 GR36 THREADED ROD CONTINUOUS FROM TOP PLATE TO
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SUBSTITUTE . PROVIDE NUT & 3*4 lrexlrZ PLATE VMSHER ABOVE DOUBLE
ONUTS
PERWMSD2
7-71
ROOF SHEATHING & W4 SYP_ 42 SUEWASCIA `
NAILING PER STRUCTURAL
(2)- MAA GABLE TRUSS TO
TOP PLATE. SHALL BE SNUGn TEMED - 20 TURN. COUPLERSVIFTH
INTUSS, HOLES ARE PERMITTED OF OTINE SAME SIZE AND GRADE AS THE
UZ ENGINEERED
COVER NOTES.
SHEATHING SHALL BE
OUTLOOKER.
THREADED ROO UTILIZED. EPDXY ANCHOR TO FOUNDATION L"N Ir BELOW
TOP OF SPREAD FOOTING US114G SIMPSON SEUM EPDXY OR EQUIV sEcTm AA LUMBER JACK COLUMNS
CONTINUOUS FROM END
DROPPED TOP CHORD
DIA,
BUILDERALTERNI LYUSEA,3'W HIGH
E
ONEJACKOOLUMNON
EACH SIDE OF EACH
'(W OVERHANG To MIN.
ZODEWNDQ48LE TRUSS.
GABLE OVERHANGS
GABLE TRUSS PER PLAN
UP TO 24"
3Z;�Olt
CAST4N_PLACE THIN D ROD 220MATE'LSagl=�.so
TM TING
BErAEEN HEX NUTS. MIN V BELOIN TOP OF SPREAD FOO
SHEAR WALL DETAIL BETWEEN OPENINGS
Kftj lr2`11-cr
THREADED ROD.
I"=l'-w
(2)RCVVSO.I4rx3-IIC
N-01-M
NAILS STAGGERED 0
I)ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE CoLuMN
IrO.C.EA.FACEOR
2)ALL NAILS PENETRATE AT LEAST WC OF THE THICKNESS OF THE LAST LAMINATION
C3)RCWSO.I4Vx34M'
3) FOR SPLY. PROVIDE 114MW x6-IQ` LAO SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-KY)
NAILS STAGGERED 0
4) TOLERANCES: ALL DIMENSION TO BE WITHIN IW
2-lir EDGE
Ir D.C. FOR 2XIO OR
VEDGE 1-IrZEDGE
GREATER HEADER
0.14r x T
I t
2-10
LSTA30 HEADER TO
z
z
2-IW
STUDS U. .0. (ONLY
10
REGO. IF V �'
SHEATHING CANI BE
0.141rx3mNAILS
INSTALLED PER
WFIOMN)
0 14W x TOPP. SIDE
DOWNFRAMETO
DOOR
2X STUDS TYP.
OFF. SIDE
(2) WI Mzft
(2) zdr.
ATTACH JAMB STUDS
PER Vww
BOTTOM PLATE
ANCHORS PER DETAIL
WFCF7AONNOTES&
CONNECTORLEGEND,
SHEET
SHEET
\ZIP408MEOFEA. - P.T&ASEPIATE
STUD U.N.O. SEE BEARING WOOD VIALL
SCHEDULE ON NOTES & CONNECTOR
LEGEND SHEET
HEADER DETAIL NOTES:
1. UPLIFT CONNECTORS INDICATED ON THIS DETAIL ARE ONLY REQUIRED
V*IEN BEARING VVIL HAS UPLIFT. IF FRAMING PLAN INDICATES
CONNECTORS. THEY VALL SUPUCEDE THE STANDARD CONNECTORS
PT BASE PLATE
SHOWN HERE AND THE STANDARD CONNECTORS ARE NOT REQUIRED.
2. REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT
SP4 0 BASE OF EA_
ON . . CONNECTOR No SMEET. UANTrTY OF KING
STUD U.N.O. SEE
STUDS SHOWN ON FRAMING PLANS SMALL SUPERSEDE THE QUANTITY AS
BEARING YOU
SHOWN ON STANDARD DETAILS.
SCHEDULE R
MORE INFO.
3. JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND
DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR
HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOWN. REFER TO THE
HEADER DETAIL (W)
HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET
IITY @ HEADER TO STUD - 7000 IrZ'1*4r
4. CONTRACTOR TO NAIL I* KING STUD INTO HEADER PER HEADER SCHED.
THEN ATTACH ADDITI KINGS AS REGO.
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property,
TYPICAL BUILT-UP STUD COLUMN DETAIL
I irr-11-w
SEE GEM FOR -
OUTTLOOKER OR
SHEATHING
CANTILEVER
0.131"x 210
NAILS 0 C D.C.
CONV. FRAME OR
VALLEY TR
GABLE TRUSS -
'
EXT. SHEATHING:
ATTACH PER
NAILING SCHED.
(2)0.IS2'x34J?NA"
TO EAL COMMON
TRUSS
GAME TRUSS TO T
PLATE W SIMPSON
HGA1004rO.C.
MA*I-
ROOF TRUSS
DOU TOP PLATE
UPLIFT CONNECTOR
PER PLAN
(SEE SCHEDULE)
EXrERI0 BEARING
WALL PER PLAN
AgiiA GIIIBLE EM AT VALLEY FRAMM CONN. TO WALL
\1-1/ 31C=I*.(r
If MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, Lt
(2) 2x COLUMN
OUTSIDE (2) 2X4'4
EDGE DISTANCE
PER DETAIL
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9 DISTANCE PER
0
INSIDE PLY NARS NAILEDATS' OIC
STAGGERED OUTSIDE MAIL$ NAMED AT S' OC. OUTSIDE 2)(S
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2.4 82 SYP COffr. LEDGER OR
TRUSSCHORDS. AILTOVWU
FRAMING MEMBERS " (2)
0.14rx 34W NAILS 0 ZV O.C. MAX
IF MASONRY USE (2) IW TAPCONS
OR EQUAL 0 2r D.C. WIT MIN. I -I/'r
EMBEDMENT. MAINTAIN Ir END
DISTANCE& I'EDGE DISTANCE
_v_ TRUSS OR ROOF R
WOODIMASONR V44LL
OR TRUSS, SEE PLAN
X5�\ LEDGER@ LOW ROOF
314"=I',T
C. Any use, duplication, or transfer of these documents withwt the
(2) 2. BUILT-UP COL
2. BLOCKING W
(2)O.l4Wx3-IW
NAILS 0 EACH END
SIMPS0NLSTA3OWF
(22)OA48`xT NAILS
(ALL CORNER
CONornONS STRAP
ARGUN TALLER
STUD)
(2)2.TO PLATE -
ArTACHZ,TO -
BUILT-UP WC2)
ROWSOFO.148'gr
NAILS STAGGERED
a III -
(2) Z( TOP PLATE
SEE FLOOR PLAN FOR
MORE SRG. WALL INFO
STEP gh BEARING FRAME WALL
3(411*-W
CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO VERTICAL KIND & 2.4 SYP 82 RIBBON.
LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS R BONS ARE NOT NAILED TO EACH
INSTALLED THE SHORT SPAN STRAP IS NOT RECRARED, REQUIRED IF SOFFIT VERTICAL BLOCKING
HAS BEEN DE W(3)0.131WNOULS.
TO SPAR THE 20 SYP #2 VERTICAL
PT. POST (AS NOTED) OVERHANG DISTANCE. SLOCIONG. NAILED To
OR F THE DESIGN TRUSS OVERHANGIVIT
EXr. AS NOTED PLANS SPECIFY (3)(K1311"HAR.S.
LAP BEAM PLYS AND NA ILL ANOTHER METHOD OF
AS SHOWN (5) 0.146`1134 9' SUPPORT. REFER TO WINDSPEEDCHOWN:
NAILS PER PLY MANUFACTURERS BLOCKING 0 EVERY
HTS20 CUP FROM
SPECIFICATION &
OT14ER TRUSS (40'
POST TO BEAM
DESIGN PLANS.
MAX)
EXTERIOR BEAM AS NOTED
MULTIPLE WffnCALS &
BLOCKING 0 EVERY
PLAN VIEW TOP OF POST
RIBBONS REQUIRED IF
OVERHANG FXCEEOS2'r
TRUSS (2'r O.C.
PT POST (AS NOTED)
ABU POST SAS E
CORNICE
PER
TRUSS BRG. &
CONNECTIONS PER i
(AS NOTED)
DESIGN
PLAN
SEE FOUNDATION PLAN 50r THREADED ROD W
PLANS
SOFFITS & OVERHANGS i
FOR ADDMONAL INFO NUT SET IN ADHESIVE
PER DESIGN PLANS.
r- 77
4� MAX 17MAX
FASTEN SOFFIT TO
CORNICE, EXTERIOR
SOFFIT OVER
WALL AND RIBBONS
LENGTH PER PLAN
PER DESIGN PLANS OR
MANUFACTURE"
WRn7EN
SIDE MEW E�F POST
t
SPECIFICATIONS.
CORNER COLUMN FRAMING
/I SOFFIT SUPPORT FOR OVERHANGS > 12'
LVressed. written consent of MONTA CONSULTING & DESIGN. OF WMR & ASSOCIATES, LLC is strictly prohibited.
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4 REINFORCEMENT
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CORMIrE PER
21 SCAB -d 0.14rxr ARCHITECTURAL
NAILS Q 4" D.C. DESIGN PLANS.
PER4NQ TRUSSES
PER PLAN
TRUSS CONNECTION
PER PLAN
2,FRAMEV,W.LPER
PLAN
0 SUE
.H. SIZE
CONDITION @ FRAME WALL
TYPICAL SCAB OVERHANG
aw-1w
2xfl COLLAR TIE HALF WAY
UP HEIGHT OF VALLEY
FASTEN vd (5) 0.146"x 7
NAILS 0 EACH END ITYP.)
2.9 RAFTER TO 2.9 RIDGE
BOARD MA35 ON ONE SIDE
OF RAFTER. ATTACH A35 ON
ADJ RAFTER TO OPP SIDE
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FASTEN SYP OR SPF ZXS (MIN.
WIDTH) PLATE THRU OASA
SHEATHING MKKNESS PER
PLAN)TO PRE-ENG TRUSS
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SIMPSON DS SCREWS 2.9
PLATE TO%`P CHORD OF
EACH TRUSS BELOW
ft FIELD FRAME[
(2) 2. TOP PLATE��
m 2X HEADER BE
PLAN FOR MORE INFO
& CONNECTIONS
WINDOWSEEPLAN
FOR LOCATION
29 BLOCKING wt (2) 0.148'
.3-IM'TOE-MAILS EACH
SIDE IF WALL SHEATH
13 STOPPED BELOW
ROOF LINE
2� BASE PLATE Wf 0 W
x3-IW02'rO_C. To
FLOOR SYSTEM BELOW
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SEE PLAN FOR FLOOR
SYSTEM OWE
PLAN FOR
CONNECTION
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TO WALL. INSTALL ZO BLOCKING
W(2)0.14B*x3.lW TOE-NAILSEA
END AND (2) 0.148' x 3.1hr NAILS
TO EAL STUD.
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TO OVER FRAMING
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FASTEN COW. 2, VALLEY RAFTER
FRAMING (OR PRE-ENG VALLEY TRUSSES)
TO 2, PLATE WTH SIMPSON MTS12 OR
LSTAI 2 CONNECTORS ((S) 10.131'x 2-IW
NAILS) 0 EA. RAFTER TO PLATE CONN.
3W FLOOR SHEATHING ATTACHED PER
FLOOR NAILING NOTES
PRE ENGINEERED
TRUSSES 0 Zr D.C.
MAX PER PLAN
SEE ARCHS FOR ROOF
WATERPROOFING AND
FINISH
MIN. 1_IAr THICKOSIB RIM BOARD. ATTACHTO
EACH JOIST FLANGE W (1)-0.131' x 2-lar NAIL
HGAIO. CENTERED BETWEEN EA- FLOOR JOIST.
AND SPACED NO MORE THAN 2r D.C. SCREWW
(3"Mx SSDS SCREWS TO 2K PLATE -BLOCKING &
(4"IC x 1407' SDS SCREWS TO RIM BOARD.
PLATE4111ACIIIIIIIIIIII:
MIN- W SYP#2 PLATE-SLOCKING INSTALLED TIGHT
TRUSS ANCHOR MEE
BETWEEN EA FLOOR JOIST. NAILED TO DOUBLE TOP
PLAN)
PLATE M 0-131'x 7 NALS a 6* D.C. & r FROM EAL END.
ROOF SHEATHING
ATTACHED PER
MAJUNG SCHEDULE
WOIST PER PLAN.
(4).0.131'xT TOE�NAILS EA. kIOIST TO DOUBLE
2x 02 SPF STUDS 0 16'
2x TOP PLATE. I -JOISTS PER PLAN. SEARING ON
IW
D.C. IdEXL SHEATH NO
DOUBLE 2, TOP PLATE.
FROM Top OF WALL TO
BOTTOM OF TRUSSI
GIRDER.ATT=R
MAILING BCH
FLOOR -TO -FLOOR CONNECTI(
WFI0JSD4. IF ""LL
SHEATHING ISNT CONT.
USTAISSTRAPSARE
REGO FROM STUDS TO
FLOOR-OLOCKING S L EXTEND INTO FLOOR SYSTEM AT LEAST
GIRDER BELOW
IS" FROM THE EXTERIOR STUD FACE
IF TRUSSES ARE
ADD FLOOR
OTIIERWSE -BLOOKING
NEXT FLOW JOIST.SPACED
PARALLEL TO WALL 7.4
0 21 D.C. MAX W (2).0.131 " x 7 TOE-W
12 SYP CONT. W (2)
TOTOP& BOTTOM CHORDS EA. END.
3W FLOOR SHEATHING PER
oI4rx3-1WNAJLSAT
W0_131' x2-IWMhIUk.FU=
FRAMING MGM.
EACH STUD
CEA.. NG 10 EA. PIECE OF
ROOF SHEATHING
ATTACHED PER
FLOORALOCKING.
M-T
SEE TRUSS LAYOUT
FOR TRUSS LOCATION
& CONNECTION INFO
TYPICAL CONNECTION Q GIRDER OR BEAM
14V O_S_S_ RIM BOARD OR W;WF
FLOOR,BLOOGNG SPACED 0 2r D.C. VAX
FLOOR4MA)CIONG TO TOP & BOTTOM CHORD
MATCHING FLOOR DEPTH. MAIL
OF JOIST IM (2).0.131'. 7 TOE -MAILS.
OF
HGAI0. CENTERED BETWEEN EA. PIECE OF
ET
:W
FLOOR-SLOCKING, AND SPAOED NO MORE THAN
SOS TO
2'rO.C. SCREWW(3)-IWX3'
Sm ScREWB
2x PLATE -BLOCKING & (4). IM x 14
TORNA BOARD
PLAN
FLOOR JOIST OR PER PLAN.
(4)- 0.131- X 3' TOE-MUI.S EA. PIECE OF
FLOOR-SLOCKING TO DOUBLE 2, TOP PLATE.
PLAT54LOGIOM
MIN. ZA SYM PLATE-SLOCKING INSTALLED TIGHT BETAIEEN
EA. PIECE OF FLOOR4LOCKING. NALED TO DOUBLE TOP PLATE
W 0.131'. S* NAILS Q 6'O.C. & 7* FROM EA. END.
ei�) FLOOR -TO -FLOOR CONNECTION (PARALLI
2X4 SYP 02 SLOCKIM
04WO.C.MAXW(S)
0.145*441C TOE-MLS JI
0 EA. END. REDUCE
SPACING TO 2C D.C. 0
WALLS CARRYING
LOAD$ SUCH AS
CABINETS OR HEAVY
SHELVING
SIMPSON DTC 0 EACH
HORIZONTAL BLOCK
LOCATION. A=tACH W
(S)o131'W-117k0ULS
WAX.-rVERTIcALeAP
ETAEEM 1r LONG
LOCK & TRUSS
BOTTOM CHORDf
TRUSS BLOCKING.)
2KBLOCIQNGxlr
LONG a "ORt=zoNTTA&L
BLOCKIN
FOR .�.G LOCATION
ATTACHMENT. ATTACH
TO WALL SINGLE TOP
PLATE /MIN.(4)
0.13IwxWIWNALS.
WGILEZITOPPLATE
NON-SEMING WALL
(2)0.146-93-IWNAU
0 EACH STUD
2.4 STUDS 0 16' D.C.
IrZ GYP. BOARD
SIMPSON MGAG
EACH DIAGONAL
BRACE
CSiS EA. STUD ABOVE
TO STUD SELOWW
I I* END LENGTHS &
(IS)0.I31'x2-1rZMA1LS
Zx BOTTOM PLATE, -
ATTACH TO DOUBLE
TOP PLATE W (2)
IMN44W BOB
SCREWS 0 12' D.C.
STAGGER ROM Or
Z� BEARING WALL
WITH ROOF LOAD
REFER TO BEARING -
WALL SCHEDULE FOR
STUD BASE
CONNECTION &
BOTTOM PLATE
ROOF SHEATHING PER
PLAN ATTACH PER
MAILING SCHEDULE
1)7`11.0'
EXTERIOR WALL SHEATHING PER DETAIL VW101 SD4
2. BOTTOM PLATE PER PLAN.
(2)- 0.131" . T MAILS; 2x BOTTOM PLATE TO EACH JOIST
(AT 24"O.C. MAX).
0.131"xT NAILS 04"0. . & T FROM ENDSAND SPUCES;
2.BOTTOM PLATE TO RIM BOARD. CENTER NAILS ON RIM
BOARD.
SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM
BOARD. (2)-ROWS 0,131'.2-Ir7NAILS @ WO.C. ABOVE
ANDBELOWSPLICE. REFER TO DETAJLWFIO1SD4 FOR
ADDITIONAL INFORMATION.
0.131* x 7 NAILS: FUM BOARD TO 2x PLATE-SLOCKING a V
D.C. & r FROM EA. END. & EA. SPLICE.
DOUBLE Zx TOP PLATE PER PLAN
I lrZ-1*4r
I lrrzl*.Cr
V�T = 150 MPH, EXP. C
MAX IN -PLANE SHEAR: 335 PLF
EXTERfORWkU. SHEATHING PER DETIULWIFIGO SD4
21 BOTTOM KATE PER PLAK
(2).0 131 - X 7 NAILS; 21 BOTTOM PLATE -TO EACH JOIST (AT
24r 5C. MAn
0.131'X r NAILS 0 4' O.C. & 7 FROM ENDS AND SPUCE&.
2K BOTTOM PLATE TO RIM BOARD CENTER NALS ON RIN
BOARD.
MIN. 14ArTHICKOSBRAIBOARD. MLTOFLOOR40LOCMW
W?(1)-0.I3I-X2-UrMh1LTOP&SOTTOM.
SPLICE IRIALL SHEATHING AT CENTER OF RN
BOARD. (2). ROWS 0.131'x 2-IrZ MULS@ 3'O.C. ABOVE
ANDSELOWSPLICE. REFER TO DETAILIAFIW SDIFOR
ADDITIONAL INFORMATION.
BELOW CONCENTRATED LOADS. AND WHERE REQUIRED PER 1
RIM BOARD MANUFACTURER'S IARITTEN SPECIFICATIONS
INSTALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM
MATCHING SIZE AND SPECIES OF COLUMN ABOVE.
0.131*Xr"LS:FUMBOARDTOZAPLATE-BLOCIGWQ(r
D.C. & 7 FROM FA. END & EA. SPUCE.
DOUBLE 2, TOP PLATE PER PLAN.
JASIEMBLY ALLOWABLE CAPACITIES (LDF - I.Sy
V_ - 150 MPH. EXP. C
MAX IN -PLANE SHEAR: 335 PLF
MAX UPUFT� 648 PLF
TRUSSES AT 2dr D.C.
TYP. MON4.OAD
SEARING WALL PER
SIMPSON OTC a 4W
PLAN. STUDS 0 2-r
Oc_ ATTACH W1 (6)
D.C. MAX STUD
0.131wx 2-Irr MAILS
SPACING TO BE
(MAX IN- VERTICAL.
REDUCED DOWN TO
GAP BETWEEN 12-
Ilr D.C. MAX a
LONG BLOCK TRUS,'
LOCATIONS CARRYING BOTTOM cHoRot
LOADS SUCH AS
TRUSS BLOCKING)
CABINETS OR HEAVY
REDUCE DTC SPArI*
SHELVING.
TO 2r D.C. FOR
WALLS CARRYING
HOLD TOP OF
LOADS SUCH AS
NON -LOAD SEARING
CABINETS OR HEAVY
WALL DOWN I -IQ7
SHELVING
BELOWBOTTOMOF
TRUSS BOTTOM
2x BLOCKING x 17 LO
CHORD.
0 TRUSS LOCATION
FOR CUP ATTACHMEI
S'
0 46` D.C. ATTACH T(
WALL SINGLE TOP
PLATEWIMIN.(4)
0-131'x 2-10 MAILS.
SINGLE Z, TOP PLATE
SHEATHING CONT TO
ZO BLOCKING Wr (2)
2rxI STORY WALL
0162-AS-117 NAILS 0
BOTTOM PLATE
EA. END. BLOCK
ATTACH PER NAMING
ADJACENT SAYS 0
SCHEDULE
EACH DIAGONAL
BRACE AS SHOWN.
FASTEN ROOF
TO 21
:HEATHING
LOCKING W
0.131-1414ff NAILS 0
r D.C.
(S)0.1S2'X3-IrZNAJLS
DIAGONAL BRACE TO
BLOCKING
PROVIDE 20 SYP 02
CONT. BRACE W (2)
0.162'x3-Iff kAJLS
EACH DIAGONAL
BRACE
O.S.B.TOOVERIJU`
TRUSSES PER PLAN
BOTTOM PLATE 141r
(MIN-)
2KII)WER TO UPPER
2X4 SYP 02 DIAGONAL
FLOORWALLW
BRACE 0 4r D.C. MAX
SIMPSON
45'FROM
SDSSCREWGIVO.C.
HORIZONTAL BRACE
(2) 2.4 TOP PLATE
NOT REQUIRED
V FROM EAVES.
ALL BROWFRAMING
SHALL BE MIN. 2X4 SYP
$2, OR P.T. IF IN
CONTACT
LEDGER
MASONRY & SPACED
CONNECTION PER
NOT MORE THAN 2C 0.1
BELOW. SLOPE CUT
ROOF SHEATHING
AS REQUIRED
AND NAILING PER
SEE PLAN FOR
PLAN
WALL TYPE
a
MIN. ZX4 'SUB FASCIA.
S Cl
PE FICATIONS
SLOPE C AS
REQUIRED.
PER DESIGN
FASTEN EACH Of CZJ�TION
MEMBER. EACHI,,, INOT SHOWN THIS DETAIL
END.W(3)0.14
TOE -NAILS MAX. v4r MUL (5) 0.14V'XT
L�MVVALLCM*WnGNATE-MMTALEDffiiER�
CM
MIN. (2) IW TAPOONS W1 I-IW EMBEDMENT INTO CMU 0 IS' D.C.. V EDGE &
,r END DISTANCE
FRAME:
MIN. (2) 1W SDS SCREWS W 140 EMBEDMENT Q I(r D.C., I- EDGE & 4' END
DISTANCE. BUILDER TO PROVIDE SOLID BLOCKING WITHIN FRAME WALL IF
VERTICAL STUD IS NOT PRESENT AT FASTENER LOCATIONS
62_1\ BROW FRAMING DETAIL MAX. 1-V O.H.
NOT USED
MIN. W SYP 02 -
-
FOR CONVENTIONAL FRAME USE SIMPSON
LEDGER FOR
N
LRU213Z W(S) 0.14rx3. NAILS OR FOR
RUIZ 0 A
V
CONVENTIONAL
RE NE E R R R Lj
PRE-ENGINEERREO TRUSS USE SIMPSON
PH NO"T
FRAMEAND IN2d
r
HGA10 USING (e*141r. 140 SIDS SCREWS
GA '0 U'
SYP82FOR
PRE-ENGINEERED
SHEATHING PER PLAN
3 T
TRUSS. TO
MIN Zd SYP 02
Z
STUDSW(2)lWx
iWiERS OR Z14 SYP
AFTE
4-IrZSIMPSONSDS
02 PRE-ENGINEERED
PR E
12
12 ROOF TRUSSES 0
TYP. NON -LOAD
SCREWS 0 Is- D.C.
S EE
SEE 2r D.C. MAX
2 0 C
-4
BEARING WALL PER
PLAN. STUDS 0 2r
MAX; TO GABLE ENO
STUDS W! (2)
P LAN
PLAN
45) 0.1 4WW NAILS FOR
D.C. MAX STUD
1X.x 3.1rZSWPSON
C_
CONV. FRAMED
SPACING TO BE
SOSSCREWS616'
MEMSE
MEMBERS ONLY
REDUCED DOWN TO
D.C. MAX;TO
FASCIA PER
16-0.C.MAXG
MASONRY VW ZA P.T.
COMMUNITY
LOCATIONS CARRYING
SYP 82 LEDGER VW (2)
SPECS
LOADS SUCH AS
IACx3-UCTAPCONS
CABINETS OR HEAVY
11112. O.C.
4-W MAX SYP #2 OR
SY
SHELVING.
RE.,
. US RE -ENGINEERED ROC
SIMPSON LUS24 W TRUBSES DESIGNED
IS
EXT. WALL I TRUSS
0 1 ' r LS
4.' -1 " ON
j6)oI4rxI-1I7`NAJLS FOR SHINGLE ONLY
2K4 SYP 02 LEDGER. ATTACH TO STUDS OR
HOLD TOP OF
BEAM W (2) 1AC x 4-1rZ SIMPSON SOS SCREWGi
NON4.OAO BEARING
@ 10' D.C. MAX; TO GABLE END STUDS W (2) -1
WALL DOWN I -IrZ
IACx3.lrZ$NPSONSDSSCREMGIO*O.0 I
BELOWBOTTOMOF
MAX; TO MASONRY W 2.4 P.T. SYP #2 LEDGER.
TRUSS BOTTOM CHORD,
vw 1w x 3-IW TAPCONS a 17 D.C.
TYPICAL SHED ROOF DETAIL
NON-STRUCTURAL ELEMENTS NOT SHOWN THIS DETAIL FOR
CLARITY- REFER TO DESIGN OR ARCHITECTURAL PLANS.
N
NOTES.
R
U
U.N.O. ON FRAMING PLAN: (2).W
SIMPSON SDWCI5S00 SCREV48
TRUSS TO TOP PLATE. REFER TO
DETAIL &SDWC.
SUM
miN!ir.rGYPSUM
WALLBOARD
ALUS
OVERH G & CORNICE PER DESIGN
CEILING PER
:
PLANS.
FBC-R
-702.&
2x SYP@2 SUSFASCIAW (3)- 0.131',
No
CEILING IS 140T
11
WEND MASS TO N.O.)
EA TRUSS (U.
)'E
DESIGNED AS A
IAPHRAGM.
I.
DOUBLE 2C TOP PLATE. REFER TO DETAIL
or
WF071502. (3).0.131*xTTOF OR END NAILS.
EA_ STUD TO TOP PLATE.
(I)-S'SOUPSONSUMISSIX)SCREW.
INSTALLED TO THE INTERIOR MARROWFACE
PER I3SDWC; EOL STUD TO TOP PLATE
EXT. WALL SHEATHING PER DE7rAJLWFI01SD4 'm
-1-.-T SLOCKING. MATCHING SIZE&
SPECIESOF LOS. NALED BETWEEN STUDS
V#(3)-o131'mTTOEORENDMAILS.
Z, STUDS SPECIES AND SPACING PER
*PLAN.
FRAMING SIZE PER oEsr.N PLANS.
MIN.IfZGYP MWkU_BOARDPER
F8C-R70Z3. 2
5;
0
314"FLOOR SHEATHING PER FLOOR
FRAMING NOTES.
(3)-0.131'x 3' TOE OR END NAILS; EA. STUD .0
TO BOTTOM PLATE
4\',7,
FLOOR TRUSSES OR JOISTS PER
FRAMING PLAN.
e- REFER TO DETAJLS V42D AND 0
WY521 ON T141S SHEET FOR
ING
WHERE
FLOOR -TO -FLOOR CON -
REQUIRED PER
INFORMATION.
FOC-R 3(?_12
___wLC
DOUBLE Zc TOP PLATE. REFER TO DETAIL
WF071SD2. (3)- 0.131"x 7 TOE OR END NAILS. 10
EA. STUD TO TOP PLATE. z
MIN. irr GYPSUM WALLBOARD CEILING PER 0
FSC413M.13. EXCEPT WHERE SW TYPE X
GYPSUM WALLBOARD IS REQUIRED PER
FBC-R302.6. CEILING IS NOT DESIGNED AS A
DIAPHRAGM.
EXT. WALL SHEATHING PER DETAIL WFI01 SD4 0.
z
MID -HEIGHT 21 BLOCKING. MATCHING SIZE &
SPECIES OF STUDS. D BETWEEN STUDS
Wf (3).0.131* x S' TOE OR END MLS.
2x STUDS SPECIES AND SPACING PER
FRAMING'". SIZE PER DESIGN PLANS.
MIN. 112' GYP M WALLBOARD PER
FS"702.1
(2)- 4.IrF SIMPSON SDWCI 545D SCREWS
INSTALLED PER DETAIL 10f SDWG: EA. SiUD TO 0
BOTTOM PLATE.
I- . VXTTOEOR ENDNAJLS;EA. STUD TO
BOTTOM PLATE
2. P.T. BOTTOM PLATE,
ATTACHEOTO e
FOUNDATION PER
DETAIL VW07N NOTES _w. 5
& CONNECTOR LEGENDS
SHEET UN,
FOUNDATION PER PLAN
ASSEMBLY ALLOWABLE
MAX. IN -PLANE SHEAR
CAPACITIES (LDF - 1.6):
192 PLF
MAX. UPLIFT: 442 PLF
z
TWO STORY 0139;UOR WALL4 JOIST
TYPICAL
d
0
(1)
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w
CI
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it
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10-
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STAR -IBM
AS INDICATED
DATE: 1-2113n=
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L-1 %Jv
COPYRIGHT MCD 2016: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer ofthew documents without to expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
WINDOINJACK STUD COLUMN PER PLAN. PAN.
(2)- 29 SYP02 STUDS EACH.
(* S`S1MPSONSDWCSCREWI NARROW
FACE OF EACH STUD (SIMILAR TO DETAIL
I3fSDWC) (TWO SCREWS TOTA14
HOLD CR04U STUD BELOW SILL PLATE SHORT
TO ALLOW PROM INSTALLATION OF SUM
SCREW. NAIL TO JACK STUDS W MIN. (4)-0.131-
x3"NAIL&
FLOOR SYSTEM PER PLAN. --------
SQUASH BLOCKING WITHIN FLOOR SYSTEM
MATCHING SIZE & SPECIES OF COLUMN ABOVE,
*12E_O,FtL TE
L_
P.P AN
DOUBLE 21 TOP PLATE PER PLAN.
MIN. (2)-2.SYP#2STUDSMATCHINGSIZEOF -
COLUMN ABOVE CENTERFOSELOWAACKSTUD
COLUMN.
COLUMN TO HEADER CONNECTION ACROSS FLOOR
1".1,4r
COLUMN. OR JACK & KING STUDS PER PLAN.
MIN. (4)- 2( STUDS.
(2)- 4-112* SIMPSON 306VC SCREWS INTO WIDE
FACE (PER DETAIL I0MDWC)
FLOOR SYSTEM PER PLAN
SQUASH SLOCIONG WITHIN FLOOR SYSTEM
MATCHING SIZE & SPECIES OF COLUMN ABOVE.
_0TOPP,F TE
-M
PER AN
DOUBLE 2, TOP PLATE PER PLAN.
M-WSUPSON SUM SCREWINTOWIDE FACE
(PER DETAIL IGSDWC)OR NARROWFACE (PER
DETAP ISSMA%
COLUNINPE PLAN. ALIGNED WITH COLUMN
RP'
ABOVE. MIN. (4)- 2x STUDS.
COLUMN TO COLUMN CONNECTION ACROSS FLOOR
1`11.0'
(l)-V SIMPSON SUM SCREW INTO NARROW
FACE OF EACH STUD (SIMILAR TO DETAIL
I 3SDWC) (TWO SCREWS TOTAL�
(3).SIMPSONSOU'2724-TtMISCREWS ONE ON
EACHS1 OF COLUMN VW MAX. I'FROM EDGE
OF WASHER TO COLUMN. AND ONE CENTERED
BETWEEN COLUMNS.
(2Y S' SIMPSON SDWC SCREWS INTO NARROW
FACE OF STIADOOUIMIIS (SIMILAR TO DETAIL
130SOM) (4 SCREWS TOTAL
(1��IrZ SUPSON SMIC SCREW INTO NARROW
FACE OF EACH KrERIOR STUD MAM TO
DETAIL 13ISDAIC) MIND SCREM TOTAL)
(2)- 4.117 SIMPSON SDWC SCREWS INTO WOE
FACE (PER DETAIL 1013DINC)
(2)- SIMPSON SDM2724-TLW SCREWS EACH
SIDE OF COLUMN W/ MAX I"FROM EDGE OF
WASHER TO COLUMN,
(1). Or SIMPSON SONIC SCREW INTO WIDE FACE
(PER DETARL I&SDAIC) OR NARROW FACE (PER
DETAIL INSOWC)
(IY Ir SIMPSON SUM SCREININTO NMVIOW
FACE OF EACH KMNOR STUD (SIMILAR TO
DETAIL 131SOM) (2 SCREWS TOTAL)
CONK CAPACM 8:
C15WM V10011
IBSUM154w. 1970
oWF2M 2832111
COLUMN. OR ARCK& KINGSTUDS PER PLAN - ----------------------
UPSETHEAOER
MIN. (4)- Z, STUDS.
W 4-112" SIMPSON SDWG SCREWS INTO WIDE
FACE (PER DETAIL 1QMDWq
1.
FLOOR SYSTEM PER PLAN.
IM 11
SQUASH BLOCKING WITHIN FLOOR SYSTEM
MATCHING SIZE & SPECIES OF COLUMN ABOVE.
,KTOPOFFILATE
DOUBLE Ze TOP PLATE PER PLAN.
N
HEADER PER PLAN.
COLUMN. OR AACK& KINGSTUDS PER PLAN.
MIN. (4)- 2K STUDS.
(2)- +irr SIMPSON SDWC SCREWS INTO WIDE
FACE (PER DETAIL IOISDIAC)
FLOOR SYSTEM PER PLAN.
SQUASH BLOCIONGWITHIN FLOOR SYSTEM -
MATCHING SIZE & SPECIES OF COLUMN ABOVE.
*op
FL.-.
DOUBLE 21 TOP PLATE PER PLAN
MIK (4Y Zi SYP92 CRIPPLE STUDS MATCHING
SIZE OF COLUMN ABOVE. CENTERED BEL06V
COLUMN. CRIPPLE LENGTH TO BE r MIN.
HEADER PER PLAN. -
(1)-�Iff SIMPSOM SDWC SCREW INTO NARROW
FACE OF EACH INTERIOR STUD (SIMILAR TO
DETAIL I3fSDWC) (TWO SCREWS TOTAL)
W 4-IrZ SIMPSON BMW SCREWS INTO WIDE
FACE (PER DETAIL I&SOWC)
(2)- SIMPSON SDWF2?2�TUWSCREWS EACH
SIDE OF COLUMN W/ MAX. I"FROM EDGE OF
WASHER TO COLUMN.
(4),Ir SIMPSON SUM SCREWS INTO INTERIOR
FACE OF W-AMR MIMILAR TO DETAIL
INSIDWIC), SPACED AT i-irZ D.C. & CENTERED
UNDER COLUMN ABOVE.
(I)- 4-Iff SIMPSON SDWC SCREW INTO NARIX
FACE OF EACH INTERIOR STUD PINSLAR TO
DETAIL 13fSOWC) OWO SCREWS TOTAL)
(2)- 4-112' SIMPSON SDWC SCREW$ INTO WOE
FACE (PER DETAIL IWSDWC)
(2)- SIMPSON SOWF2724-TUW SCREWS EACH
SIDE OF COLUMN U1 MAX I" FROM EDGE OF
WASHER TO COLUMN.
(4)- V SIMPSON SONIC SCREWS INTO NARROW
FACE OF CRIPPLE STUDS AT TOP & BOTTOM
(SIMILAR TO DIETAL IIUSDWC�
1(4)SDAC158DO: ISM I
141SUAIC154511. gm
QE =FOR;2
INFORMATION
SEE FLOOR FRAM
PLAN FOR FLOOR
SYSTEM INFO.
SPAPSON MSTC40
FLOOR STU TO
F STUDS wyn
0.14rX34M'SINK
(2) 2x TOP PLATE
2. 1ST FLOOR STI
SEE PLAN FOR N
INFORMATION
FOUNDATION PEF
PLAN
SIMSPONMSTC402ND
FLOORSTU TOIST
FLOOR STUDS WTH (SM
0.14rX34M'SIWERS
)ff
ATTACH 2, STUDS VwW
(3) 2K STUDS
(2) O.1e2'X 3-IrZ NAILS
w O.C.
SIMSPON MSTC402ND
ST
FLOORSTUDSTOIST
FLOOR STUDS VATH (A
0.1148%34WSINK�ERS
(3) ZC BUILT UP
COLUMN ATTACH PER
NAILING SCHEDULE
ATTACH 2. STUDS W
(2)O.1SrX3-1rZ NAILS
a S' 07C. 6TANDANDCORMER1143
(4) 2K STUDS
VIS,
ALTERNATIVE STRAP:
(2)- CS20 COIL STRAP$ COLUMN TO
COLUMN W MIN. V END GTHIS &
(4) 2x STUDS
(14).0.131". 2-Ur NAILS EACH END.
PROVIDE SOLID BLOCKING VATHIN
FLOOR SYSTEM.
_X;;�
ATTACH 21 TO
HTT4 W 50
THREAD Ro 40
STUDSW(2)ROWS
EMBED. W S71MP N
X
OF 0.182*X 3-IrZ
SET EPDXY OR EQ.
NAILS 0 V D.C. CAUIPI
ATTACH COLUMN W
(18) 0.148' X 2-irr NAILS
RYOORNERFRAMINGATTACHMM-FRAME
EXTERIOR WALL SIMMONS NOTES: "I /"////'301r"/ I NAL EXT. WALL
7 // SHEATHINGATVERTICAL
NAL WALL SHEATHM 2.STUDS.SEE
PANELS TO RIM BOARD
1. ALL EXTERIOR WALL SHEATHING SHALL BE INSTALLED AS MIN. 15W PANEL JOINTS CEDGE
U(2YROMO.131-X FRAMING PLAN FOR
"' : NAIL
EXPOSURE I OR TAW STRUCTURAL I& EXPOSU 1RATEDSHEATHING. NAIUNG) WO.IM*x
2-IrZ NAILS* rO.C. TO EACH v. .... . L' SPACING AND GRADE
EXTERIOR WAU. SHEATHING CAN BE INSTALLED EITHER VERTICALLY OR a r D.C. AND SEE ARCH PLAN
STAGGERED 14rX. z INTERMEDIATE
MAINTAIN MIN. 3W FROM /
HORIZONTALLY. REFER TO CLADDING MANUFACTURERS WRITTEN -Nw-
SPECIFICATIONS ANDFOR CODE REGULATIONS FOR MIM %O-STUDrINTHE OF PANEL. STAGGER TO VERIFY SIZE
MUM REQUIREMENTS. EDGE OF PANEL '/T'§ EL--..Sl.l
:�'IFIELMWOA�
OF PANEL JOINT. ATTACHED PER FLOOR
10 NALING ON EACH SIDE 1W FLOOR SHEATHING
-UrNAILS
.21WTNAILS
2- Iff MAX GAP BETWEEN EXTERIOR WALL SHEATHING FANELI;.- - 0 iff IT D.C. AT Ir �b
FDFX
JOINTS Ifir MAX GAP SHAUL BE MAINTAINED AND VERIFI FrN;;.1;;7 MAKING NOTES
GAP AT PANEL SPLICE VIIHEN CENTERED ON MIN. I -IV THICKWOOD SHEATHING SPLICE AT THE MAINTAIN Iff CAP
MID41EIGHT OF RIM
2E CARD. MAINTAIN rZ GAP BETWEEN PANELS
:ETWEEN P
3. CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF NAILS ARE MIN. b, STUO
OVERDRIVEN. THE EN17RE SHEATHING PANEL SHALL BE REMOVED AND EXTERIOR ON VERTICAL PANEL
REPLACED. IF MORE T14AN 2D% OF THE FASTENERS AROUND THE PERIMETER WALL
SHEATHING JOINT.
OF SHEATHING ARE OVEROPOVEN. CONTACT THE E.OA- FOR ADOn uNAL
EXTERIOR WA
REVIEVIAND EVALUATION. SHEATHING
4. EXTERIOR WALL SHEATHING SYSTEM IS DESIGNED PER APA SR-101C TO P. PANEL SPLICE AT WSP RIM BOARD TYP.. VERTICAL EDGE & FIELD NAILING
RESIST SHEAR AND UPLIFT FORCES. STRUCTURAL CONNECTIONS ARE
r
REQUIRED WHEN SPECIFIED ON FRAMING PLAN(S) ANDIOR FRAMING DETAILS. G)-a
DOUBLE TOP EXTERIOR UUL SHEATHING SHALL EXTEND
PLATE PER TO 7
N:P OF LE
EXT =
HEAZ"�ZTE.
DOUBLE
TOP FLA7i W (2)- ROWS 0.131'x 2-11r
/r G.I NAILS 0 7 O.C. STAGGERED 141r
v
EXTERIOR WALL
SHEATHW3
TYP. NAJLING AT DOUBLE TOP PLATE
NAIL EXT. WALL SHEATHING TO HEADER W
0.1 3to x 2-11r NAILS Q 6" D.C. TOP & BOTTOM,
MAINTAINING 3W EDGE DISTANCE.
AT EA. END OF PEADER. MAE. SHEATHING TO
HEADER W (6)- 0.131* x 2-Irr NAILS.
NAIL EXT. VWULL SHEATHING TO TOP SILL PLAT
W 0.131"x 2-10 NAILS Q S' D.C.
NAIL EXT. WALL SHEATHING TO JACK STUDS V
0.131'x 2-1/r NAILS 0 TOP & BOTTOM, & THEN
S. O'C.
RIOR WALL
SHEATHING NAIL EXT. WALL SHEATHING TO SILL PLATE W
NA.-T.-SHEATHING10-
FRAMING WO.131"x2-1/rNOULS OTOP&
BOTTOM, & THEN S' D.C. AT PANEL EDGES & 17
O.0 IN THE FIELD. AT VERTICAL PANEL JOINTS,
REFER TO DETAIL (D�
3W
21,80TIOMPLATE N
ILI,
PER PLAN
1021
NAIL EXT.WALL
It
FOUN&ATION PER PLAN. ;-Iwii-Ttiwis Bm� S H E-AT" N No
0 3r 0. . MAINTAIN AND FOUNDATION OR
31'r TO PANEL EDGE. MASONRY.
TYP. D(TERIOR. SHEATHING DETAIL (2-8,TORY) &TaYP. NAILING AT BOTTOM PLATE - =TYP. SHEATHING & NAILING AT OPENINGS
1-1070,
COPYRIGHT MCD 2015: T )pyfigtftd and is the excluiuve property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without It
394--1*4r
ATTACH PER NAIUMG
SCHEDULE
2,, BOTTOM PLATE W
(1) SIMPSON SDWC
is=
& . IZO M" %0. E.06C
SPLICES.SCREWTOSE
INSTALLED ......
OF RIM BOARD BELOW
RIM BOARD BLOCKING
0 2,r D.C. MAX
ATTACH TO DOUBLE
OF PLATE US (1)
'"S'
SIMPSON A34
RIM BOARD PER TRUSS
I -JOIST 0 24- D.C.
MANUFACTURER.
(MAX)
ATTACH TO EACH JOIST
ATTACK RIM BOARD TO BEAM
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FLANGE W(1)0.131"x
2-IrTNAL
BELOWUSING(I)SIMPSON
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X&e�
NAILS 0 r D.C. WALL
ENDS & SPLICES
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BE.OkM OR FL.00R
NOTE: REFER TO
RIM
GIRDER PER PLAN
JOIST MAIN SPECS
im�
(2)ROWSO.131"x2-1rZ
OR BLOCIGNO
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REQUIREMENTS
SB0-TTO-M7GTS0EAM
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L I
3W-l-(r
G-�EUSED
an consent of MONTA CONSULTING & DESIGN, 0
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EMBED. W SIMPSON
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3 OR MORE WINDOWS ARE IN A ROW PLY JAMS STUDS BETWEEN
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7 THEN RUN CONAN
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0
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& BPS 0 20 STUDS)
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LL, U)
(ONLY R IF VA%U.
EQj)E
SHEATHING CANT BE
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INSTALLED AS
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U.N.O. ON PLAN
HEADER-SEE2ND
2,
t=
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EXTERIOR SHEATHING
FROM TOP OF WALL
HEADER SIZE I REDID
JAMB STUDS
TO BOTTOM OF FLOOR
SYSTEM (RIBBON I
BEAM) ATTACHED PER
MUNG SCHEDULE. W IF HEADER IS UPSET
SHEATHING CAN NOT
BE INSTALLED AS
ANDVIANDOWIS
INDICATED.
LOWER: (1) SILL
PLATE WW (2) 0.140' x 7
9;1
CONTRACTOR TO
INSTALLLSTA24&
TOE -NAILS. EXr.
LSTA30 AS SHOWN
HEADER OPENINGS
LESS THAN 4FT'.(I) W
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SILL PLATE W (2)
0.14Wx7TOE-NAILS.
o w
410
(2) 2� SILL AT VANDOW
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0 PEM14G LARGER
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0 x
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2 .
z 44
AT EA. END HAILED TO
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CONNECTION
JV
CANT 13E INSTALLED
AS INDICATED)
GC� cc
STAR-MM
FLOOR G-RIDER OR
SCALE: AS INDICATED
BEAM 'x
CA
SD4
HEADER CONNECTION 2.d FLOOR HIGH BM
314*-1'4r
to
WMR & ASSOCIATES, LLC is stficilly prohibited.
§�-00
ATTAC BOTTOM PLATE TO DOUBLE TOP PLATE BELOW
USING (1) SIMPSON BOWF2724 Ff x24")SCREWQ2,r
D.C. MAX. MAINTAINING r FROM EMS AND SPLICES
2*4 SYM RUBUOOIQNO BERND RIM BOARD NAIL TO RIM
BOARD Iffif C*0.131"x T NAP 3 Q 7 D.C.
11.0004LOCKING 311ILL EXTEND BITO FLOOR SYSTEM AT LEAST
IV FROM THE EXTERIOR STUD FACE
OTHERIMSE ADD FLOOR41LOCKING
B&VwEi THE'MEXr FLOOR JOIST,
02'rOC MAX.Wf(Z)-0A3I"xTT0E-WULS
TO TOP & BOTTOM CHORDS EA. END, MIN. T-C
'3W FLOOR SHEATHING
WO.131'x 2-IrT NALS: FLOOR --------- ;��L
SHEATHING TO EAL PIECE OF NOYESOOR �FRAANG.
FLOOR -BLOCKING,
NAME— I
-------------
a.
14WO.S.O.RMS RDOR
FLOOR -BLOCKING SPACED 4 2r D.C. MAX.
PT
MATCHING FLOOR DE K NAIL
FLOOR-BLOCIONG TO TOP & BOTTOM CHORD
OF JOIST W (2).0.131* x r TOE41AILS.
FLOOR JOIST OR PER PLAN. —
(4)-0.131-X 7 TOE44AILS EA. PIECE OF
FLOOR41LOCKING TO DOUBLE MC TOP PLATE.
MAI&
Net P)3;� RMTPLATE-Suoaami; INSTALLED Tufr BETWEEN
EAL PIECE Of FLOOR -BLOCKING. SCREWED TO DOUBLE TOP
PLATE W r SIMPSON SM SCREWS 0 C O�C. & 7 FROM EA- END
FLOOR -TO -FLOOR CONNECTION (PARALLEL WOISTS)
1 10--il-V
EXTERIOR WALL SHEATHING PER DETALLWPI01 D4
ALL PANEL EDGES SHALL BE NAILED PER SHEAR WkU.
SCHEDULE LLO. OF NAILWO INDICATED ON DETAIL WF10
2KBOTTOMPLATEP PLAN.
(2KI31'X S'NAILS: 2, BOTTOM PLATE TO EACH JOIST (AT
24- D.C. VAY4
(2)4.131"x r NAILS e r O.C. & r FROM ENDS AND SPLICES.
bt BOTTOM PLATE TO RIM BOARDIRIM BOARD BLOCKING
CENTER MASS ON FIN BOARDORU BOARD BLOCKING,
MIN. 1-iAr THICK OSS RU BOARD. HALL TO FLOOR41LOCICING
W(l)-0.131-X Iff NAIL TOP& BOTTOM.
:PUCE EXTERIOR WkLL SHEATHING AT CENTER OF IBM
GARD. CZ� ROWS0.131'x2-Irr NAILS eTOC. ABOVE
AND ELONSPLICE. REFER TO DETAIL WFIQ/ SDFOR
ADDITIONAL INFORMATION.
18ELOW ONCENTRATED LOADS. AND WHERE
REQUIRED R RIM BOARD MANUFACTURERS
VfflITTENSPECIFICA'nON1S. INSTALL SQUASH
BLOCKING WTHIN THE FLOOR SYSTEM MATCHING
SIZE AND SPECIES OF COLUMN ABOVE.
W.131'x NAILS: RIM BOARD TO2, PLATE43LOCIONOC
T D.C. & 7 FROM EA. END. & EA. SPLICE.
DOUBLE b TOP PLATE PER PLAN.
ASS SLYALLOWNBLECAPACITIES(LDIF-I*.
V,T = 150 MPH EXP. C
MAX "LANE'SHEAR: 335 PLF (MD FLOCIft
MAXUPUFT:425PLF 1000PLF (ISTFLOOR)
N—UCTURAL ELEMENTS NOT SHOWN THIS DETAIL FOR
CLARITY. REFER TO DESIGN OR ARCHITECTURAL PLANS.
ROOF TRUSSES PER PLAN.
MIN. Iff GYPSUM WALLBOARD CE LING
PER FSrRM3. CEILING IS NOT
DESIGNED AS A DIAPHRAGM.
(l)-V SIMPSON SOM155M SCREW. —
INSTALLED TO THE INTERIOR NARROWFACE
PER 13ISOWC; EA. STUD TO TOP PLATE
MIN. 10 GYPSUM WALLBOARD PER
FBC4R7013.
(2I�1,7 SIMPSON SOMIS450 SCREWS. —
INSTALLED PER DETAIL IQSDWC; EA STUD TO
130T . Tom PLAT
3W FLOOR SHEATHING PER FLOOR
FRAL41NG NOTES -
MIN. Iff GYPSUM WALLBOARD CEILING PER
F8C-R302 IS. EXCEPT WHERE 50' TYPE X
GYPSUM WALLBOARD IS REQUIRED PER
F8C-R3D2 6. CEILING IS NOT DESIGNED AS A
DIAPHRAGM-
SIMPSON SDVCIWW SCREW. —
INSTALLED TO THE INTERIOR NARROW FACE
PER 136DVYC: EA STUD TO TOP PLATE
INTERIOR FACE OF SHEAR WALL SHALL
SHEATHED AS REQUIRED REQUIRED P9
FRAMING PLAN
2. P.T. BOTTOM PLATE. ATTACHED TO
FOUNDATION PER DETAIL WFWAOW
NOTES & CONNECTOR LEGEND SHEET
U.N.OANCHOR So SHALL BE INSTAL
ATIZ.O.C. MAX
ASSEMBLY ALLOWABLE CAPACITIES (LDF = 1 A)
MAX IN -PLANE SHEAR: 335 PLF cINO FLOOR
I
IOSOPLF LIST FLOOR)
MAX. UPLIFT: 442 PLF
I *
R
VSI* HIGH WEAR TWO MW WMM WALL
3f4"-1'4r
NOTES.
21 SYP#2 VERTICAL BLDC40NG BETWEEN EA. TRUSS.
(I)- C $UPSON SOW0 SCREW TO FROM TOP PLATE
TO BLOCKING ON EIL END 0WO SCREWS PER EACH
PIECE OF aLOCKIN% NAIL ROOF SHEATHING TO
BLOCKING WITH RSRS41 (0.11 TWANIn RING SKANK
NAILS a r D.C. MAX
U.N-O. ON FRAMING PLAN: (2).6'
SIMPSONSDWCISSWSCREWS EA.
TRUSS TO TOP PLATE. REFER TO
DETAIL SISDWC.
2W FLOOR PLATE
PER PLAN
OVERHANG & CORNICE PER DESIGN
PLANS.
2K SYM SUSFASCIA W (3)-0.13V x
7 END NAILS TO EA. TRUSS (U.N.O.)
DOUBLE 2, Top PLATE. REFER TO DETAIL
WF071SD2. (3). 0.131* x 7 TOE OR END NAILS.
EA- STUD To TOP PLATE.
EXr WALL SHEATHING PER DETAIL IAF101 8134
ALL PANEL EDGES SHALL BE NAILED PER
SHEAR WALL SCHEDULE 11.0. OF HARING
INDICATED ON DETAIL MID
MID -HEIGHT 2. BLOCKING. MATCHING SIZE &
SPECIES OF STUDS. MAILED BETWEEN STUDS
W (3)- 0-131'. 7 TOE OR END NAILS.
Z, STUDS. SPECIES AND SPACING PER
FRAMING PLAN. SIZE PER DESIGN PLANS.
(3)- 0.131'x 3"TOE OR END NAILS; EA. STUD
TO BOTTOM PLATE.
FLOOR TRUSSES OR JOISTS PER
FRAMING PLAN.
REFER TO DETAILS W0107 (FOR I-"ST) OR
W8125 (FOR FLOOR TR S) ON THIS SHEET
FOR FLOOR-TO-FLOORUCSONNECTION
INFORMATION-
LOOR PLATE
------WPLAN
DOUBLE 2, TOP PLATE. REFER TO DETAIL
WFWISD2. (3)- 0.131'x T TOE OR END NAILS.
EA STUD TO TOP PLATE.
EXT ' VWUJ- SHEATHING PER DETAIL MID( SD4
ALL PANEL EDGES SHALL BE NAILED PER
SMEARWALLSCHEDU I L .0. OF NAILING
INDICATED ON DETAIL MID
MI"EIGHT 21 BLOCKING, MATCHING SIZE &
SPECIES OF STUDS. NAILED BETV6EE STUDS
W (3).0.131"x T TOE OR END NAILS.
2X STUDS SPECIES AND SPACING PER
FRAMING'". SUE PER DESIGN PLANS.
(2)- 4-IfT SIMPSON SDWCI 545D SCREWS.
INSTALLED PER DETAIL 101 SDVVC; EA STUD TO
BOTTOM PLATE.
(3)- 0131". 3' TOE OR END NAILS: EAL STUD TO
BOTTOM PLATE.
FOUNDATION PER PLAN.
ELEVATION
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COPYRIGHT MCD 2015: The irdbffnation contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, ortransfer ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
SD5
4.0' -HAUF PARTYWRLL WIDTH
FIRE RETARDANT
TREATED ROOF SHEATHING
STUDDED COMMON TRUSSES
IrZ'GYPSUM WALL BOARD EACH SIDE OF
PARTY WALL PER FIRE RATED WALL
SYSTEM OF ASSEMBLY BXUV.V444 IS
USED). SEE DESIGN P . 1W GYPSUM
WALL BOARD MAY BE SUBSTITUTED W
MIN. 3-Irt THICK GLASS FIBER OR
M
CINERALV400LIN ULATION
OMPLETELY FILL THE STUD CAVITIES
FIRE BLOCKING EACH SIDE OF
PARTY WALL AS REQUIRED
IQ7 GYPSUM WALLBOARD PER U373~. U33NPWZ
V344PM
U347~. OR EACH SIDE OF PARTYWALL
FASTENED USING MR, tooer
x 14V LONG, 15OW
HEAD) COOLER KALB OUR No. 6 TYPE WDRYWALL
SCREWS (MIN. I_JW G). ALL FASTENERS WALL
0 ALL SUPPORTED
EDGE S & 17' 0 -C. MINAFLE'L'O'C'
BEIMSTALLED 0
CJ�O 131- X S' TOE OR END NAXS EAL STUD
TO Wl�(Yli PLATE. EA. SIDE OF
(I)- W SIMPSON SDAICIS800 SCREW. EACH STUD
TO BOTTOM PLATE PER I IMM, (EACH SIDE OF
PARTY WALL).
MIN. a4 SYP 82 BOTTOM PLATE ATTACHTO
CENTER OF RIM BOARD BELOW USING (1) SIMPSON
SOMINW(G.152 fr)SCRFW024-O.C.MAX
I
MAINTAIN Ir FROM F;DS & SPUCES
ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE -
:ELOW (EACH SIDE OF PARTY WALL) USING (1)
IMPSON SDVVF2724 (027.2r) SCREW@ 32'O.C.
MAX. MAINTAIN W FROM ENDS AND SPLICES
PRE -ENO FLOOR
SYSTEM
FIRE BLOCKING EA, SIDE OF
PARTYWALLA REQUIRED
ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE.
EACH SIDE OF PARTY WALL. USING (1) SIMPSON
SDWClSSW SCREW 0 2'r D.C. MAX & W FROM ENDS
&SPLICES. SCREWTO BE INSTALLED INTO THE
CENTER OF THE RIM BOARD. MIN. 3-3W
I)-V SIMPS(W SDWC151100 SCREW. EACH
STUD TO TOP PLATE PER I IMDWC. (EACH
SIDE OF PARTY WALL�
IrZ GYPSUM WALLBOARD PER U373PWl. U33SPYW,
n471PW4. OR V344PM EACH SIDE OF PARTY V`ALL
"ASTEMED USING MIN. (OJOSV x 14V LONG. i&W
U
4EAD) COOLER NAILS OR No. 8 TYPE IN DRYWALL
SCREWS (MIN. 1-114- ). FASTENERS SHALL
LONG ALL
BE INSTALLED 6 0 ALL SUPPORTED
MAX 4. 0 C.
EDGES & 1Z O.C. IN FIELD
UN. 2x4 SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF
ARTY WALL). ATTACH TO FOUNDATION USING
ACHOR BOLTS DEFINED IN DETAIL WIWA ON
ECTOR
IOTES & CONN LEGEND SHEET. ANCHOR
OLTS MAY BE SPACED AT 3r D.C. MAX & WITHIN V
OF EACH END OF WlU.L & EACH BOTTOM PLATE
PLICE
COMNEcnoN C"Arrrl`s�'
UPLIFT - 270 PUF
IN PLANE SHEAR - 29D PUF
TYPICAL PARTY WALL SECTION
PARTY WALL 4-23(4'- HALF PARTYWALLWIOTM
TR FIRE RETARDANT
E�72f!nl` SHEATHING
....
TOP PLATE USING (1) S MPSON
SDWC150OO(O.152x(r) SCREW
0 40' OC & V FROM ENDS
(EACH SIDE OF PARTY WJ.L)
DOUBLE TOP PLATE EACH
SIDE OF PARTY WALL SEE
WF0?lSD2 FOR SPLICE &
ATTACHMENT IWO
ATTACH EACH STUD TO
DOUBLE TOP PLATE USING (1)
SIMPSON SDWCISSOD (0.152 x
V) SCREW(EACH SIDE OF
TY WALL)
PAR
FIRE RATED WlU.L SYSTEM
PER U373PWI. U33UPAQ.
U347AW. OR V344AW
MIN 2x4 SYP 02 STUDS 0 IV
Oc: W MID44EIGHT WALL
BLOCKING EACH SIDE OF
PARTY WALL
3W FLOOR S14FATHING EACH
SIDE OF PARTY WALL ATTACH
PER NAILING SCHEDULE
PRE-ENG. FLOOR
SYSTEM
DOUBLE TOP PLATE EACH
SIDE OF PARTYWALL SEE
WIWISD2 FOR SPLICE&
ATTACHMENT INFO
FIRE RATED WALL SYSTEM
PER U3730PWI, U33SPIAQ.
U347)PW$, OR V344PM
IN
M N. 214 SYP 42 STUDS 0 IV
D.C. W MI"EIGHT WALL
BLOCKING EACH SIDE OF
PARTY WALL
H(
ATTAC EACH STUD TO BOTTOM PLATE
USING 1) SIMPSON SDWC15450 (0.152 x
4-117) SCREW (EACH SIDE OF PARTY WALL)
SEE FOUNDATION PLAN FOR
CON
HOATEONSLAN'BOAND
FOU NATION
4L PARTYWALL
W-V - HA -
LF PARTY WALL WIDTH -2 3W - HALF PARTY WALL WIDTH
FIRE RETARDANT FIRE RETARDANT
TREATED ROOF SHEATHING TREATED ROOF SHEATHING
STUDDED COMMON TRUSSES
IrZ GYPSUM WALL BOARD EACH SIDE OF
PARTY WALL PER FIRE RATED WALL
SYSTEM (IF ASSEMBLY BXLIV.V3" IS
USED). SEE DESIGN PLANS. Iff GYPSUM
WALL BOARD MAY BE SUBSTRUM W
MIN- 3-W THICK GLASS FIBER OR
MINERAL WOOL INSULATION
COMPLETELY FILL THE STUD CAVITIES
FIRE BLOCKING H SIDE OF
PARTY WALL AS REQUIRED
tr GYPSUM WALLBOAR PERU373PWI.U33SP4wZ
U347AW. OR V344PM 0
FASTIENEDUSINGMI'L EACH SIDE OF PARTYWALL
U (ODW x 1-W LONG. 151W
HEAD)COOLE NAILS OR No. 6 TYPE WORYVA%LL
SCREWS (FAIN. I-IW LONG). ALL FASTENERS SHALL
BE INSTALLED 0 MAX 4' 0 C. 0 ALL SUPPORTED
EDGES & 17O.C. IN FIELD
ATTACH EACH STUD TO BOTTOM PLATE USING
(1) SIMPSON SDWC15450 (0.152 x 4-1W) SCREW
CONNECT 2NO FLOOR WALL BASE
PLATE TO I ST FLOOR DOUBLE
TOP PLATE W (2) IW x 4-10 SOS
SCREWS 0 12' D.C. AND V FROM
END OF WALLS. ALL SPLICES TO
BE STAGGERED MIN. 46"
10 GYPSUM WALLBOARD PER LW3NW. U3354NW4
U347fiMM. OR V344PM EACH SIDE OF PARTY WALL
FASTENED USING MIN. U (DASS' x 14W LONG. I SW
HEAD) COOLER KALB OR No. 6 TYPE W DRYWALL
SCREWS (MIN. I-lW LONG). FASTENERS SHALL
:E INSTALLED* MAX 0 D.C. 0 ALL SUPPORTED
DOES & ITO.C. IN FIELD
MIN. 2.4 SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF
PARTYWALL). ATrACH TO FOUNDATION USING
ANCHOR BOLTS DEFINED IN DETAIL VW07A ON
NOTES & CONNECTOR LEGEND SKEET. ANCHOR
BOLTS MAY BE SPACED AT 3V D.C. MAX & WITHIN V
OF EACH END OF WALL & EACH BOTTOM PLATE
SPLICE
CONNECTION CAPACITIES
UPLIFT 2MPLF
IN PLAN; SHEAR - 25D PUF
TYPICAL PARTY WALL SECTION
ATTACH TRUSS TO DOUBLE
TOP PLATE USING (1) SIMPSON
SOM15100 (0.152 x V) SCREW
0 46' OC & V FROM ENDS
(EACH SIDE OF PARTYWALL)
DOUBLE TOP PLATE EACH
SIDE OF PARTY WALL SEE
WIWI S02FOR SPLICE AND
ATTACHMENT INFO
ATrACH EACH STUD TO
DOUBLETOP PLATE USING (1)
SIMPSONSDAC1593)(10.152x
V) SCRE%N(EACH SIDE OF
- - I PARTY WALL)
]#r
FIRE RATED WALL SYSTEM
PER U3734". U339fi-A2
U347~. OR V344NW
INSTALLED TIGHT TO ROOF
SHEATHING.
---------- DIN. 214 SYP 02 STUDS 0 12'
B.C. "M1041EIGHTWALL
LOCKING
ATTACH EACH STUD TO BOTTOM PLATE USING
(1) SIMPSON SDMiS450 (0.152 x 4.lrr) SCREW
CONNECT 2ND FLOOR WALL BASE
PLATE TO IST FLOOR DOUBLE
TOP PLATE W (2) Iw x 44W SDS
SCREWS 0 12' O.C. AND S' FROM
END OF VALLS. SPLICES TO
BE STAGGERED MIN. 40'
DOUBLE TOP PLATE EACH
SIDE OF PARTY WALL SEE
V*WJSD2 FOR SPLIC &
ATTACHMENT WO
ATrACH EACH STUD TO
DOUBLE TOP PLATE USING (1)
SIMPSON SDWYCI59M (0.152 x
PARTY WALI)
FIRE RATED VVJ.L SYSTEM
PER U3731PWI, U336PAQ,
U3471F%W, OR V344PM
IN
M N. 2x4 SYP #2 STUDS 0 12'
D.C. W MID-HE#GHT WALL
BLOCKING
ATTACH EACH STUD TO BOTTOM
USING (1) SIMPSON SOWC1 SM 0.
4-1 M SCREW (EACH SIDE OF PARTY WALL)
SEE FOUNDATION PLAN FOR
CONCRETE AND
FOUNDATION INFORMATION
4-0+ HALF PARTYWALL WIDTH
FIRE RETARDANT
TREATED ROOF SHEATH
(NO PENETRATIONS) NO
STUDDED COMMON TRUSSES
Irr GYPSUM WALL BOARD EACH SIDE OF
PARTY WALL PER FIRE RATED WALL
SYSTEM OF ASSEMBLY OXW.V344 IS
USED), SEE DESIGN PLANS. lrZ GYPSUM
WALL BOARD MAY BE SUBSTITUTED W
MMIN. 3-lrZ THICK GLASS FIBER OR
INERAL WOOL INSULATION
COMPLETELY FILL THE STUD CAVITIES
Ir2* GYPSUM WALLBOARD PER U3731PWI. U33S`PWZ
U317*W4, OR W"'"M EACH SIDE OF PARTYV"ALL
FASTENED USING MIN. Sd #]DW . I-W LONG. 15AW
HEAD) COOLER NAILS OR No. 0 TYPE IN DRYWALL
SCREWS (FAIN. I-IW LONG). ALL FASTENERS SHALL
BE INSTALLE 0 MAXr D.C. 0 ALL SUPPORTED
EDGES & 12'10)
C. IN FIELD
MIN. 2.4 SYP #2 STUDS 0 IV D.C. Wr
M"'H' WALL BLOCKING EACH
SIDE OF PARTY VWkLL
(I)-fr SIMPSON SOM15OW SCREW. EACH STUD TO
BOTTOM PLATE PER I I/SDWC. (EACH SIDE OF PARTY
WALL)
2K BOTTOM PLATE. FASTEN TO FLOOR SYSTEM W(i)
SIMPSON V SDWC SCREW (SDWCIS=) 0 24"O.C. &
4- FROM ENDS & SPLICES. AT PERPENDICULAR
FLOOR: CENTER SCREWIN RIM SOARMAT PARALLEL
FLOOR: SCREW INTO SEAMrrRUSS, STAGGERING IN
BOTTOM PLATE
ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE -
BELOWUSING (1) SIMPSON SDWF2724 (0.27 x 2C)
SCREW 0 37 O.C. MAX MAINTAIN Ar FROM ENDS AND
SPLICES
PRE -FAG. FLOOR
SYSTEM
FIRE BLOCIONG EA. SIDE OF
PARTY WALL AS REQUIRED
ATTACH RIM BOARD TO WALL DOUBLE TOP
PLATE. USING (1) SIMPSON SIDWICISIDD SOREING
2r D.C. MAX & V FROM ENDS & SPLICES. SCREW
TO BE INSTALLED INTO THE CENTER OF THE RIM
BOARD. MIN. 3,3W PENETRATION TO RIM BOARD.
STUD TO TOP PLATE PER I IISOWC. MACH
SIOEOFPARTYWALL
M:N. 20 SYP 02 STUDS a IV O.C. w
M D44EIGHT WALL BLOC49MG
Q"GYPSUM WALLBOARD PER U37301W. U33SAVa
U347A'%W, R V344PM EACH SIDE OF PARTY WALL
FASTENED USING MIN, Sd (O.OBV x 1-54' LONG. 15M
HEAD)
COOLER NAILS OR No. 6 TYPE W DRYWALL
SCREWS(MIN I � ALL FASTF
BE INSTALLED 1, W LONG AERS SMALL
a VAXr O.C, 0 ALL SUPPORTED
EDGES& ITO.C. IN FIELD
IN - Zc4 SYP 92 P.T. BOTTOM PLATE (EACH SIDE OF
MA
P RTYWALL). ATTACHTOF UNDATIONUSING
ANCHORBOLTS FINED IN DETAIL WIWA ON
OF
NOTES & CONNECTOR LEGEND SHEET. ANCHOR
BOLTS MAY BE SPACED AT 3V D.C. MAX & WITHIN 6'
OF EACH END OF WALL & EACH BOTTOM PLATE
SPLICE
CONNECT" CAPACIIIES,'
UPLIFT - 27o PLF PLF
IN PLANE SHEAR - 29)
Ai,41 TYPICAL PARTY WALL SECTION
W-2 3W -HALF PARTYWALL WIDTH
rL PARTY WALL FIRE RETARDANT
TREATED ROOF SHEATH NO
(NO PENETRATIONS)
ATTACH TRUSS TO DOUBLE
TOP PLATE USING (1) S MPSON
SDWCISS00 (0.152 x W) SCREW
0 4r 00 & S' FROM ENDS
(EACH SIDE OF PARTY WALL)
IFIRE SLOCIONG EACH SIDE OF
PARTY WALL AS REQUIRED
DOUBLE TOP PLATE EACH
SIDE OF PARTY WALL SEE
WFIY7lSD2FOR SPLICE AND
ATTACHMENT INFO
ATrACH EACH STUD TO
DOUBLE TOP PLATE USING (1)
SIMPSON SDVWC156W (0.152 x
W)SCREWMACH SIDE OF
PARTY WALL)
PER U373rPWI. U33MMM
FIRE RATED VAIL SYSTEM
U347A-Wt OR V344AW
INSTALLED TIGHT TO ROOF
SHEATHING.
MIN.214SYP02STUDSOIT
D.C. W MI"EIGHT WALL
BLOCKING
ATrACH EACH STUD TO BOTTOM PLATE USING
(1) SIMPSON SDMIS450 (0.152 x tlrZ) SCREW
CONNECT 2ND FLOOR WALL BASE
PLATE TO IST FLOOR DOUBLE
TOP PLATE W? (2) lAr x 4-117 SIDS
SCREWS 0 12' D.C. AND V FROM
END OF W.JLS. PL
BE STAGGEREDALLIS4PILICES To
DOUBLE TOP PLATE EACH
SIDE OF PARTYWALL SEE
VWWJSD2 FOR SPLICE &
ATTACHMENT INFO
ATTACH EACH STUD TO
DOUBLE TOP PLATE USING (1)
SIMPSON SDWCI5SO0 (0.152 x
V) SCREW(EACH SIDE OF
PARTYWALL)
FIRE RATED VWU.L SYSTEM
PER U373fPWI, U33WPVYZ
U34711W. OR V34~
MIN Z14 SYP 82 STUDS 0 17
0
C: WrMID-HEIGHT WALL
BLOCKING
ATrACH EACH STUD TO BOTTOM PLATE
USING (I I SIMPSON SDWC15450 OLI52.
4-IrZ)SCREW(EACH SIDE OF PARTY WALL)
SEE FOUNDATION PLAN FOR
CONCRETE SLAB AND
FOUNDATION INFORMATION
CID
C*4
0)
III 1 5
0
j I
ag
F
C
0
33
V3
X LL, z
- IL
X �:
10-
X z
X UA 0
g _j
lw�: cc M4
AS INDICATED
VALE: 12M30M."
SD6
irral'41' 1\-_� lrr=I'-IT
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is do exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, ortranslerof these documents without the expressed, written consent of MONTA CONSULTING & DESIGN. OF WMR & ASSOCIATES, LLC is shictly prohilASKI.
(I)SIMPSONKTT4V#(I)5V -
THREADED ROD. r MIN.
EMBEDMENT VW SIMPSON SETXP
EPDXY OR EQ. ATTACH TO
COLUMN W (18) 0.16r x 2-10
0 117 2-10
I X
S H F A
WALL SHEATHING SMALL BE
NAILS
INSTALLED AS A CONTINUOUS
MST A LL F D
7
ET I_
SHEET FROM DOOR 0 TO
21 SEPARATION FRAME
N I-E
5
BUILDIN CORNER W NAILING PER
U G
WALL Top & BOTTOM
3:M
WFIO.
WF I
PLATES SMALL RUN
RJON
CON TINUOUS PAST
P
END OF SLAB
ADJACENT FRAME WALL
WALL
DOOR OPENING
To END OF SLAB
INTERSECTING b FRAME WALL
INTE _ TOO
SMALL BE SCREVNED TO MIN. (3)
2X SEPARATION
P LY BUILT UP COLUMN WITHIN
P NJO
WALL FRAMING
S
SEP
EPARATION FRAME WALL W
7_
_ MP
(2) 1 A- SIMPSON WS SCREWS
NSTALLED 4C FROM TOP &
I Me ALLED
Tro
BOTTOM. 14W EDGE DISTANCE
FIRERATEDwALL
a OTHERWISE SPACED 0 12' D.C.
ASSEMBLY PER
STAGGERED MAX
I.. TO ROOF
SHEATHING.
SECTION A -A
4'4r - RALF PARTY WALL WIDTH
FIRE RETARDANT
TREATED ROOF SHEATH
(NO PENETRATIONS)
V-V . HALF PARTY WALL WOTH
PARTYWALL
FIRE RETARDANT
TREATED ROOF SHEATH
ROOF SHEATHING A140
(NO PEN
FASTENING PER
SCHEDULE
Irr GYPSUM WALL 0 Er SIDE OF
PARTY WALL PER F=RA E WAL
ATTACH SH ING TO FRAME WALL DOUBLE
TOP PLATE MINOISRS-01
"S1.
SYSTEM OF ASSEMBLY BXUVV344 IS A A
SO I NGLE R OOF TABLE ONNA
%=OE SZ
USEDXSE DESIGN PLANS. Ir7 GYPSUM
MATCHING OF ROOF TO FILL GRP BETWEEN
V'ALL "SEE
D MAY BE SUBSTITUTED W
TOP PLATEP.TCHMEATHING IF REQUIRED
_ THICKGLASSFISEROR
MIN. 3.1r,
PON AND FLASHING BY
Ftl%WWA I G
MIT%
..NEPAL WOOL INSULATION
B I OT M cb
COMPLETELY FILL THE STUD CAvmEs
EACH WALL STUD OR EACH BUILT LIP COLUMN STUD
1 48' 0 C. & 6' FROM EA. END OF TRUSS.
C TOR MAY USE SIMPSON SDWC SCREWS
FASTE D TO DOUBLE TOP PLATE W(I) SIMPSON
SDVYCIS=IrSCREW
6WO.0 & 4� FROM ENDS PER 20VSDWC
DOUSILETOPPLATIE SEEWFV7lSD2FOR
R_
SPLICE & ATTACHMENT 0".
FIRE RATED WALL ASSEMBLY PER UM`WPVVI, UMWPVk2
FINE BLOCKING AS REOL RED
U347ffW4, OR V344ffm INSTALLED TIGHT TO ROOF
SHEATHING. CAULK MOTION AN APPROVED PRODUCT TO
?TUPC
CREATE AIR TIGHT SEAL PER MANUFACTURERS
EACH VNhLL STUD OR EACH SU STUD
INSTALLATION INSTRUCTIONS. PROVIDE MINERAL
FASTENED TO DOUBLE TOP PLATE W (1) SIMPSON
WOOL OR OTHER APPROVED METHOD TO FILL IN
SOMISSOOG-SCREW
VOIDS
MJQ4'GATT SLOCIONG BETWEEN STUDS U.N.O.
ON FRAMING PLANS
JOGYPSUIAWALLBOARD 5d IN
WALVWOR
EXTERIOR WALL SHEATHING AND NAAJNG PER
lg�"
O-C. ON EDGE
WFI(VSD4
9 17 D.C. IN FIELD
CONTINUOUS VWkU_ BLOCKING INSTALLED AT MAX 31.7
D.C. AS MEASURED VERTICALLY FROM FOUNDATION TO
UPPER MOST DOUBLE TOP PLATE. SUNDER TO VERIFY
(1)- 6' SIMPSON SDVYCIWM SCREW. EACH
INSTALLATION. TYP.
STUD TO BOTTOM PLATE PER I ISOVIOC,
UPPER 2X4 SYP 22 STW 12' O.C_ MAX STUDS
SHALL BE INSTALLED FROM MID WALL PLATE TO
UNDERSIDE OF ROOF SHEATHING. CENTERED OVER
MIN. 2-4 SYP 02 BOTTOM PLATE. ATTACH TO
LOWER STL=
CENTER OF RIM BOARD BELOW USING 0.1 31'x 7
EACH ABOVE WALL STUD OR EACH BUILT UP COLUMN
NAILS 0 4' D.C. MAX
STUD FASTENED TO BOTTOM PLATE M (1) SIMPSON
ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE
SOM 15800 Ir SCREW
BELOW USING (1) SIMPSON SDYW2724 (027 x 24) A A
FASTEN ABOVE SINGLE PLY FRAME WALL BOTTOM
SCREW 0 32' D.C. MAX MAINTAIN Ir FROM ENDS
PLATE TO BELOW FRAME WAl.L DOUBLE TOP PLATE W
AND SPLICES
Rajj2F SDS SCREWS 0 12'O.C. NIAX ION I'EDGE
FIRE BLOC49MG AS REQUIRED
L;!ijM�0.
_MID
3W FLOOR SHEATHING
T&,
FASTEN PER PLAN P NG_ FLOOR
SYSTEM
LOWER Z, FRAME WALL. DOUBLE TOP PLATE SMALL
MATCH ELEVATION OF FLOOR SHEATHIN=8=
F
'4_= BEARING MGT
0AR
101-4 3W. SUILDER SHALL FIELD VERIFY
TO PLANS
ATTACH RIM BOARD To WALL DOUBLE TOP PLATE.
EACH LOWER WALL STUD OR EACH BUILT UP COLUMN
USING (1) SIMPSON SOVOCISMID SCREWGIO'O.C-
STUD FASTENED TO DOUBLE TOP PLATE W(I)
MAX & W FROM ENDS & SPUICES. SOREWTO BE
SIMPSON SDAC 151100 V SCREW
INSTALLED INTO THE CENTER OF THE RIM BOARQ
MUL 34W PENETRATION TO RIM BOARD.
Y #2STgWlro. . MAX STUDS
LWBEINSSTPALLIED FROM FOUNDATION TO
MID WALL. PLATE TO . r. OF FLOOR
(I)- e. SIMPSON SDV&'15= SCREW. EACH STUD
SHEATHING, TOP 0 44� 147-4 3W
To Top
a
DOUZOTOP W 14rx3-IW
FILWAT, D ASSEMBLY PER U373NW. U33%OPW2
TOE S CUTtEJ TYP
018�0
7, !D
OR NFJ44PM INSTALLED TIGHT TO ROOF
MID -POINT BLOCKING BETWEEN STUDS U.N.O. ON
SHEATHING. CAULK WITH AN APPROVED PRODUCT TO
CREATE AIR TIGHT SEAL PER MANUFACTURERS
FRAMING PLANS e
INSTALLATION INSTRUCTIONS. PROVIDE MINERALWO01.
IW GYPSUM WALLBOARD WOUJ_VW5dCO0UER
OR OTHER APPROVED METHOD TO FILL IN VOW
OR -
D.C. ON
EACH WALL STUD TO P.T. BOTTOM PLATE I 'W
EDGE & 12'MC. IN Fl
SIMPSON SMC154M 44rZ SCREW MACH S& OF
2X4 02 SYP WALL W STUOS'4;'�6`LO.C. SEE
BW2 IN THE BEARING L SCHEDULE
PARTYWALL)
SHEET S5.1 FOR ADDITIONAL INFORMATION.
lCONNECnONCAPACTIES'
UPLIFT - 2?DPU`
MIN. 214 SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF
IN PLANE SHEAR - 38D PUF
PARTY WALL). ATTACH TO FOUNDATION USING
ANCHOR BOLTS DIEFIN DINDETAILWIWAON a
NOTES & CONNECTOR LEGEND SHEET. ANCHOR
BOLTS MAY BE SPACED AT V"THIN r
35'0 C MAX
OF EACH END OF WALL & EACH BOTTOM PLATE
SPLICE
FOUNDATION PER THE FOUNDATION PLAN
TYPICAL PARTY WALL SECTION (VE)
Ir
,V-W + HALF PARTY WOTH T2 314* + HALF PARTY WALL WIDTH
,r-M - HALF PARTY WALL WIDTH PARTY WALL V-2 3W - HALF PARTY W0,11. WIDTH FIRE RETARWALL rL PARTY WALL FIRE RETARDANT
FIRE RETARDANT FIRE RETARDANT TREATED ROOF DANT TRln��!!!�F H�=NG
,._ ...'._!tE
TREATED ROOF SHEATHING TREATED ROOF SHEATHING I _=ING
STUDDED COMMON TRUSSES - I . .1 1 STUDDED COMMON TRUSSES
IrZ GYPSUM VOU BOARD EACH SlQE OF
I I
IWGYPSUM WALL WARD EACH SIDE OF
I I
PARTYWALL PER FIRE RATED WALL
ATTACH TIIUSS DOLOOLE TOP PLATE USING (1)
--- PER FIRE RATEDWALL
ATTACH TRUSS TO DOUBLE
SYSTEM OF ASSEMBLY BXUV.V3" IS
SIMPSON SDW0T0 M (o152xS`)SCReVY04rOC
SYSTEM (IF ASSEMBLY BXUV.V3"44 IS
T=TE USING (1) SIMPSON
USED). SEE DESIGN PLANS. Iff GYPSUM
W FROM ENDS (EACH SIDE OF PARTYW%U.)
USEDIXE DEMON PLANS. 10 GYPSUM
. BE
8 580000.152xr)SCREW
WALL BOARD MAY BE SUBSTITUTED M
Al
WALL ARDMAYSESUBSTnUTEDW
I
04S`OC&S` F OM ENDS
MIN. 34W THICK GLASS FIBER OR
M:N. 3-11W THICK GLASS FIBER OR
(EACH SIDE OF PARTY WALL)
MINERALWOOLIN LATION
Xt
M ERALYMOL INSULATION
COMPLETELY FILLTHE STUD CAVITIES
COMPLETELY FILL THE STUD CAVITIES
DOUBLE TOP PLATE EACH D OLE TOP PLATE EACH
SIDE OF PARTY WALL SEE SIDE OF PARTY WALL SEE
FIRE BLOCKING EACH 11DE OF VW071= FOR SPLICE & FIRE BLOCKING EACH SIDE OF WF0713D2 FOR SPLICE &
PARTY WALL AS REQUIRED ATTACHMENT IWO PARTY WALL AS REQUIRED ATTACHMENT INFO
jr
Ire GYPSUM WALLBOARD PER U37"WI, U33SPAM OMUM WALLBOAR PER 1.137301W. U33slPVNZ ATTACH EACH STUDTO
U3470PAN. OR V344AW EACH SIDE OF PARTY WALL ATTACH EACH STUD TO DOUBLE TOP PLATE U347~. OR V344PM DEACH SIDE OF PARTYWALL DOUBLE TOP PLATE USING (1)
SIM r
FASTENED USING MIN_ Sd (O.OW x i-W LONG. iSRIC USING (1) SIMPSON lo"CISSIDO(D.152.6") FASTENED USING MIN. Scl (0.01111' x I-W LONG, ISOW 61 PSON DVCIMW(0.162x
HEAD) COOLER SORW.STYPEWDRYVMLL SCREW (EACH SIDE OF PARTY WALL) HEAD) COOLER NOULS OR No. 6 TYPE W DRYWALL SCREW(EACH SIDE OF
SCREWS OMIN. IAW LONG). ALL FASTENERS SMALL SCREWS (PAIN. I-IW LONG). ALL FASTENERS SHALL PARTY WALL)
BE INSTALLED 0 MAX C D.C. 0 ALL SUPPORTED FIRE RATED WALL SYSTEM PER U373OPWI. :E INSTALLED 0 MAX 4'O.C. 0 ALL SUPPORTED FIRE RATED WALL SYSTEM
EDGES & 17 D.C. IN FIELD U33aOPWZ, U347~. OR V344MM DGES & 17 D.C. IN FIELD PER U373OPWl. U33SIPWZ
U347111M. OR V344OPIAS
MIN. 2.4 SYP 02 STUDS 0 1 S" D.C. ION MID41EPOW
MIN. 24 SYM BOTTOM PLATE. SCREWTO WALL BLOCKING EACH SIDE OF PARTY WALL MIN. 7Y4 SYP#2 BOTTOM PLATE. SCREWTO MIN 214 SYP 02 STUDS a lar
PARALLEL FLOOR TRUSS SELOWW WIM'x 34W PARALLEL FLOOR TRUSS 13ELOW WO (2)-IM". 3-Ir-I O.C: W M"EK)MT WALL
'7
:DSSCREWS 0 IWO.C.&CFROM ENDS& MIN. 214 SYP 42 BOTTOM PLATE. ATTACH TO SDS SCREWS 0 10' D.C. & C FROM ENDS & BLOCKING EACH SIDE OF
PLICES. CENTER OF RIM BOARD BELOW USING 0.131'. 3' SPLICES. (EACH SIDE OF PARTY WALL) PARTY WALL
NAULS 0 4- D.C. MAX
ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE (1) a* SIMPSON SDVWC150DO SCREW, EACH STUD (I I SIMPSON SDAICISS00 SCREW. EACH
SIDE OF PARTY WALL ATTACH
To -\\ I
BELOWWZH SIDE OF PARTY WAW USING (1) BOTTOM PLATE PER IIISDWC, I" SIDE ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE STUD TO BOTTOM PLATE PER I IJ5DWC.
SIMPSON SOWF=4 (027 x 2C) SCREW Q 37 D.C. OFPARTYWIOLIJ BELOW (EACH SIDE OF PARTY WALL) USING (1) (EACH SIDE OF PARTY WALL)_
MAX. MAINTAIN W FROM ENDS AND SPLICES SIMPSON SDV*-ZM (027 x 2C) SCREWQ 32'0..
3W FLOOR SHEATHING EACH SIDE OF PARTY MAX MAINTAIN r FROM ENDS AND SPLICES 31r FLOOR SHEATHING EACH
WALL ATTACH PER MNLING SCHEDULE
FR NAILING SCHEDULE
FIRE BLOCKING EAL SIDE OF
PARTYWALL AS REQUIRED
SCREWTO DOUBLE TOP PLATE TO PARALLEL FLOOR
TRUSS VW(2)- lAr x 4-IrZ SDS SCREWS a 24'QC. &
Ir FROM ENDS & SPLICES.
U2* GYPSUM WALLBOARD PER U373MM. U33MPVYZ
U347OPW4. OR V344PM EACH SIDE OF PARTY WALL
FASTENED USING MON. 5d KIAW x I -W LONG. 15064
HEAD) COOLER MAILS OR ft. 6 TYPE WDRYWRLL
SCREWS (MIN- I-IW LONG)_ ALL FASTENERS SHALL
BE INSTALLED 0 MAX r D.C. 0 ALL SUPPORTED
EDGES & 17 O.C_ IN FIELD
MIN. 20 SYP 42 P.T_ BOTTOM PLATE MACH SIDE OF
PARTY WALL). ATTACH TO FOUNDATION USING
ANCHOR BOLTS DEFINED IN DETAIL WIWA ON
NOTES & CONNECTOR LEGEND SHEET, ANCHOR
BOLTS MAYBE SPAM AT 38" D.C. MAX &WFTH S'
OF EACH END OF WALL & EACH BOTTOM PLATE
SPLICE
CONNECTION CAPACTFIES,
UPUFT -
I:INMANE;;; -05PLIF
AQ�h TYPICAL PARTY WALL SECTION
NOT USED
Irz.I'-v
WIV0
PRIE-ENG, FLOOR
SYSTEM
---WSEARING MGT
FR TO PLANS
ATTAC RIM BOARD TO WALL DOUBLE TOP PLATE.
USING (I)SIMPOON SDVCISOMSCREWO IVO.C.
MAX & V FROM ENDS & SPLICES. SCREWTO BE
INSTALLED INTO THE CENTER OF THE RIM BOARD -
MIN. 34W PENETRAnoN TO RIM BOARD.
D04JBLE TOP PLATE EACH SIDE OF PARTY WALL
SEE WIWISD2 FOR SPLICE & ATTACHMENT INFO
(I)- Ir SIMPSON SDIAOCII SOW SCREW. EACH
STUD TO TOP PLATE PER iIWWC.(EACM
SIDE OF PARTY WOOLU
FIRE RATED WALL SYSTEM PER U3?3FWI.
U33ONVa UNTAW. OR V344PM
MIN. 214 GYP 02 STUDS 0 IS" D.C. ION MID -HEIGHT
WALL BLOCKING EACH SIDE OF PARTY WALL
ATTACH EACH STUD TO BOTTOM PLATE
USING (1) SIMPSON SDAOCI 54SD (0.152 x
4-IM SCREW OEACH SIDE OF PARTY WALL)
SEE FOUNDATION PLAN FOR
CONCRETE SLAB AND
FOUNDATION INFORMATION
FIRE BLOCKING EA SIDE OF
PARTY WALL AS REQUIRED
SCREWTO DOUBLE TOP PLATE TO PARALLEL FLOOR
TRUSS VW (2)- IW. 44W SDS SCREWS Q 211' D.C.
C FROM ENDS & SPUCES. (EACH SIDE OF PARTY
WALL)
Ir2'GYPSUhI VA-11BOARD PER U373MM. U33MPWZ
U347~. OR V3448W EACH SIDE OF PARrYVNAU.
FASTENED LOSING LIN 5d ODMr . I-W LONG. ISNW
HEAD) COOLER NAILS'6i No. 6 TYPE WDRYIAPJ L
SCREWS PAIN. I-IW LONG). ALL FASTENERS SHALL
BE INSTALLED 0 MAX Ir D.C. 0 ALL SUPPORTED
EDGES & 17 D.C. IN FIELD
MIN. 294 SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF
PARTY WALL). ATTACH TO FOUNDATION USING
ANCHOR BOLTS DEFINED IN DETAIL WIWA ON
NOTES & CONNECTOR LEGEND SHEET. ANCHOR
BOLTS MAY BE SPACED AT 31" 0 C. MAX I WITHIN
OF EACH END OF WALL 4 EACH BOTTOM PLATE
SPLICE
CONNECTION CAPACITIES.
UPLIFT - 270 PLIF
IN PLA14E SHEAR - 25D PLF
iFA TYPICAL PARTY WALL SECTIO
"_______=BEMNGHGT-
TO PLANS
DOUBLE TOP PLATE EACH
SIDEOFPARTYWALLSEE
WF07/SD2 FOR SPLICE &
ATTAC ENT INFO
ATTACH EACH STUD TO DOUBLE TOP PLATE USING
(1) SIMPSON SDM15= (OLISr x IT) SCREW (EACH
SIDE OF PARTYWALL)
FIRE RATED WALL SYSTEM
PER U373PM. U336N%'a
U347~. OR V344AW
MlNZC4SYP82STU 016'
O.C: W MID-HEIGHTOWSALL
BLOCKING EACH SIDE OF
PARTYWALL
ATTACH EACH STUD TO BOTTOM PLATE
USING (1) SIMPSON SOMIS45D (0.152 x
41-Iff) SCREW (EACH SIDE OF PARTY WALL)
SEE FOUNDATION PLAN FOR
CONCRETE SLAB AND
FOUNDATION INFORMATION
I1101111jull I
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COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MCONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MCONTA CONSULTING & DESIGN. OF WMR & ASSOCIATES, LLC is strictly prohibited.
NOT USED
Pft�
FIRE RETARDANT ROOF
SHEATHING ATTACHED PER
NAILING SCHEDULE. SEE
ARCHITECTURAL PLANS FOR
REQUIRED LOCATIONS
2� FASCIA PER PLAN. SEE
ELEVATIONS FOR MORE
INFORMATION
2, FRAME OR CMU
P=L SEE
ARCHITECTURAL FOR
MORE INFORMAT ON
I- HOUR FIRE RATED SOFFIT PER GA FILE NO. RC 210 TO EXTEND A MIN.
,_W EACH a
'ICE OF 2 HOUR FIRE RATED ASSEMBLY INSTALL BASE LAYER
EV TYPE X GYPSUM VALLBOARD APPLIED AT RIGHT ANGLES TO WOOD
TRUSSES 2r O.C. WITH 14M* TYPE W OR S DRYWALL SCREWS 2r D.C.
FACE LAVE
.R SW SE
TYPEX GYPSUM WALLBOARD OR GYPSUM VENEER BASE
APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1-7fir TYPE W OR
DRYINALL SCR . AT JOKM AND INTERMEDIATE TRUSSES AN
"We 12"o-C
1417 TYPE G ORYWkLL SC 12'O-C- Z' SAC ON EITHER IS
OF END JOINTS. JOINTS Tar BASS LAYER JOINTS. WOOD
TRUSSES SUPPORTING D STRUC PANELSAPPLIEDAT
RIGHT ANGLES TO TRU 0'131*x 2-10- NAAS' APPROPRIATE -ft
ROOF COVERING. FIRE CAULK EDGESAND ENDSASREQUIREOTO
PROVIDE AN AIR TIGHT SEAL
C;
0
WA TYPICAL FIRE RATED SOFFIT
IL PARTYWALL
- . CHANNEL - RUNNER
INSTALLED PER
MANUFACTURERS
SPECIFICATIONS
2K BEARING WALL PER P . SEE
EXTERIOR FRAME WALL
SCHEDULE
INTERIOR FINISH ER BUILDERS
SPECIFICATIONS
FIRE RATED MLL SYSTEM PER
DESIGN PLAN. INSTALLE TIGHT
TO ROOF SHEATHING.
TWO HOUR FIRE WALL C FRAME INTERSECTION
3Wzl*-M
2'C CHANNEL OR RUNNER
MIN. 3W AIR SPACE
INSTALLED PER
MANUFACTURERS
FIRE RATED ROOF
SPECIFICATIONS
SHEATHING PER PLAN
BREAKAWAY CUP
TRUS OVERHANG EACH
f
ALUMINUMANGLE
SIDE
INSTALLED PER
MANUFACTURER'S
SPECIFICATION WHERE
EXTEND GYPSUM BOAR
REQUIRED PER UL
PER FIRE RATED WILL
U3730PWI. U33SONIA
SYSTEM INTO SOFFIT AREA
U3471PW4 OR V3441PAS
SECTION A -A
ROOF SHEATHING
ATTACHED PER —NG
SCHEDULE A
FASCIA PER PLAN
ATTACH CHANNEL FLANGE
TO BOTTOM OF FASCIAW
(3) I-IM- TYPE WSCREWS
INSTALL C CHANNEL OR UNNER FROM BOTTOM OF
FASCIA TO TOP OF EXTERIOR WILL TO SUPPORT TH
EXTENSION OF THE GYPSUM BOARDS. FASTEN 7 C
CHANNEL OR RUNNER W1 MIN I-11C TYP W SCREWTO
FRAMEOR3M x 2.1hr TAPCONS TO MASONRY AS
SPECIFIED PER UL L13731PWI. U33SIPM. U347~
OR V344,PM
0"1 TWO HOUR SEPARATION 91) E
GYPSUM BOARDS PER FIRE RATED WALL
SYSTEM U373PM. U33WPVC. U3471PM OR
V344PM MUST EXTEND INTO SOFFIT AREA -
IF EXTERIOR WALL IS FRAME
PROVIDE SOLID BLOCKING
AS REQUIRED TO INSTALL C
CHANNEL TRACK
EXTERIOR MLL PER PLAN
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COPYRIGHT MCD 2015: The information contained in this document is copyrighted arid is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES. LLC. Any use, duplication. ortransfer of these documents without the expressed, written consent of MONTA CMSUL-nNG & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
Design No. U373
BXUV.U373
Fire -resistance Ratings - ANSI/UL 263
Design / System / Construction / Assembly Usage Disclaimer
Authorities Having Jurisdiction should be consulted in all causs as to the particular requinsinands covering
the vistaturtion of the UL Centified products. equiponeril, system, denrices and rookeries.
Authorties turning Jurisdiction should be consulted before construction,
Fire resistance assemblies and products am developed by the design submd� and! haw, beern
Investigated by UL for corrosives with applicable requirements The pulAished inlormation cannot
always address aimry construction mannics encountered ki the sold.
- areas, ft is recommended the first contact for assistance be to technical service staff
provicled by the product narnufackereir noted for the design. Users; of fee resistance assentilies am
a*isW to consult am general Guide Infornadion for each product category and each group of
asseffifilies The Guide Informarflon includes, specifics; concerning afternate natedids WO alternate
methods of constructim
Only products which bear UL% Mark are conedered Cerfified.
BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United
States
BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for
Canada
Design No. U373
March 05,2018
Noribearing Wall Rating - 2 Hr (Am Separation Wall. Sea Items 1. 2 and 3)
Bea" Wall Rating 2 Hr (Prollected Was. See iturns 4.4A and 48)
Nonbearing Wall Rating 2 Hr (Protected Wall, See kem 4B)
Finish Rating - 12D Min, (See learn 4)
Indicates such products 00 bear the UL or cUL Certification Mark "junadictions employing the LIL a dA. Cartification (such w
Canaida), respectively
I
R
R
SECTIONAA
SECTION "
CONFIGURNTIONA
EXPOSED TO FIRE FROM AREA SEPAPAMON WALL SIDE ONLY
WWRARIAIKMD
EXPOSED TO FIRE FROM EITHER SIDE
3LVAM11110N Via": - (��g, MW Haight - " Ali
. v wTopVbN -2-11161n. aldecherinailshwedwith 1 In. lorg ledalornedimmllo. 25 MSG galvidesisoauredwith
=M===24in.00.
2. Sees! Stift -Sted rraftersibrinedfrom No. 25 MSG gWv dW havirig mW -shaped Senses spaced 24 in. OC: ommildepiti2-1118in. and
range width 1-112 in.
3. Gypsum BosW - Two layers of I in. 1hick latisurnwallecard linw par.W. ripliked in norn 24 in. widlive. Veftal odg. of parels friction
sued into -W -.h.W suda.
GEORG"ACWIC MMUM LLC - Types TRSL, DGUSL
PROTECTED VAU.L: (Searing or Noribeeft Visa, as indicated In leem 4.4A and 48. Vkhan Seaft, Load Rstricted for Canadian
Applications - Sea Guide SXUV7.)
4. Woods Seats - For 2 W. Sending or Norbsering Wall R&OV - N= 2 by 4 in., rnex specing 24 In. OC. Studs crose4iniced at M~
whem necessary fordip, attachment Min. 314 in. separation beteseri wood training and smamparials wall.Firughm"evskadecIforwood
aside emr.
4A SUM $soft - (As an afternals to then 4, not sh~) - For 2 Fir. Sewing Wal Rating - Corrosion proteaNd OW ftd.. n*,. 1,10.20 MSG
(0.0329 in., min bum metal thickness) steal a nin SAM in. wid., in No. 20 GSG (0.1106 In. tddQ ad, shmi or No. 20 MSG (0.033 in. W*
printed a", cold formed, shot be designed In accordance with #0 current edition of the Spedlication for the Deep of Cold*onnsd SAW
Structurel Members by ft American Won and asset Wallitub. AN design details ohancing the structural inkeldly of was asseft. including the
wild design bad of the shift " be apselfied by the deal stud designer wAfor producer. and " frest the requir-writs of at stiplicidile
local cc& agenciss. The maii stud spacing of wait asserMes " not excead 24 In. OC. Sluds aftschad to floor and Calling tivele; a4h In In.
"llip. S-12."-- both sides of*kW&wby wakledorbofted connisations designed in ao—dance with the AIS1 specr-dans Top
isrWbodDerilredis shaficonsidafsteel nverbers, min No. 20 MSG (D.0326 In, rdn levi� mistal filknese)sWel orm No. 2D GSG(0.038 in.
thick) JWV steel w W. 20 MSG (0.033 in. Nod primed dnL lhd proirds a sound structural connection betwurn a" stid.. end In adjacent
such as a floor. calling, andlor other wells. Afteduid to floor and *.AV assurblies, with deal fasteners spaced W Walser flan 24
OC bid. crombraced sith stud fruning at nikNisight%hers nevievery to, dip attachment Min 314 In. impiendlon behimen ideal Inering
and — separation w.L Finish using has net been —luslad for " studs
48. Said aside - (As as skesuft to Items 4 and 4A. for uvii in Configuration 6 only. not sheen) - For 2 1*. lioness" Wall PAIng - Channel
Wuped, fabricated firorn nin 25 MSG ooriosi�prolvchsd visa. min 3 In in. wide. min 1-1/4 In. Sanges and 114 in. return, spaced a nva� of 24
in- OC. aside lo be CA 318 to 341 In. less than am" heigft Top and beftin Vacks, " be duannal shapect, fabricated here ear, 25 MSG
coirnsonVolactul steel, min wift to soaxwoodate alud sks, with m I h long MM studied to Am and ceft with fasenes, 24 in. OC
nue. aside orces4maced with atud harning at nkWwW whem necasaW for dip aftsclunerd. Min 304 in. iiisperadon b.W— Weal Imeing and
— separation ved. Finish re" has not be evaluded for steal studs.
5. Gypsum Board - chiselled or - Min In in. thck� 4 ft wide, appled either hinizontally or visticellir. VVBM—d aftedied to WOW
studs iftern 4) with 1-1/4 in. " OW drywall risk speced 12 in. OC. Wallboard attached to a" alkWa (here 4A or 48) with I in. " Type S
sual sonnes, spaced 12 in. OC. Ver" Jose; locifAd � aside. (Oprilonal) Joints ciwamd with PWW tape and Joint cornpound No a screw
needs .-ad with joint conpounif.
Sk Fly ShadMng or 030 - Oft sh�) - As an afternsta to then 5. thaninal In In. It" or WmW ptywood or OSS applied horizordelli,
w vardmily to wood or a" studs. Varlical Jokes located ever skKis. Horkaortal )*A shad be Witled W lic him a closed Jk* Fied—if 1.
seek with risk or serves of sufficknit langth. zinced 12 in. OC. Johle and feelever heads am not mitered to be treated. Alurrinurn dips shall
be q..-d as davarited in Ham S.
6. Attachment Clips - Alinninurn witils, 0.002 in. lhi* min 2 in. wide with min 2 in. and 2-In in. lose. Cap secured with miriourn ons Type S
scrim, 318 in. long tv �W sluds and with rnininsion ons Type Wscrew 1.114 in. long to wood ftn*V or Ideal *an" firough holes provided in
c1p. CIM spaced a me, of 10 ft OC welloofir, beteeen wood or a" finarring and"If slud. for uperstion waft up to 23 It high. For separation
walk up to " ft high. clips stuaced as desoffitiif sum for the upper 24 ft. and Vw reirmining wall am below required clips speced a mas 5 ft
OC veftely between wood a a" traveling and"Fr studs.
7. Baft and Slaskew - (Optional. nou, sh-ri) - Placed in vadl cwlfitis� aW filies, fter or rinnem! wool insulation. nee 3.0 pd damity.
bearing the UL Chomkomn Marlaing as to Suffeas Burning Chamoteddice snuffer Am Resistance. See Sat. and Sunsets (SKNV or BZLZ)
Col,gories 1. — of Consisted cornpaii.
Wxkabs such products shall bear the UL ce cUL C4WWA=ftn Mark for judivel"ons emplayfing On UL or cUL
Certification (such as Canada), respectively.
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Design No. U336
BXUV.U336
Fire -resistance Ratings - ANSI/UL 263
Design / System / Construction If Assembly Usage Disclaimer
Audwrifift H&AV Jurisdiction should be coarentlited in all cases in to the particular requirements covearrig
the Installation ofthe ULCeMW products, equipment, systerR d�wdmdmW&
having Jurisdiction should be consufted before construction.
. y the design submiller arid have been
investigated by UL for complaince, with applicable The published Information cannot
always address every Construction mannoe encountered an the kid.
When field sum anse it is recommended the first contact for assistaract, be the tedinical service staff
Provided JaY the product manufacturer noted for the, design. Users of fife assistance assemblies are
advised to consult the general Guide Information for each product category and each group of
molten. The Guide Information includes specifics coincerrang altemate materials and alternate
manuals of construction.
Only products which bear LIL's Mark m considered CeMed.
BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United
States
BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for
Canada
Design No. U336
May 08. 2018 -
Exposure to *a *0111 SCMIN140111 Wall side only
Nontrearing Wag Rating - 2 Hr (Separation Waft Sao items 1, 2 arid 3)
B_dng Wall Rating 2 Hr (protected Wait Sea ftm 4.4A)
Noribearring Wall Rating 2 Hr (Protected Wall. Sea learn 48)
Finish Ratirg - 120 Mh
Indicates such products shall bear flu, UL or cUL Cealffication Mark or jurisdictions emploft the LL a dJL Cerifficalion (such in
Canada), respedivily
SECTION AA
SECTION "
0
LEWIN
G! ::3
I
K,
CONFARMTKMA
E)IIPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY
h 1
110 go
IMS 50
EVIOSED TO FIRE FROM EITIJIER SIDE
SEPARATION WALL: (Mm Heighit - 06 2)
1. Ficate, Wdwnndhft cir Top Wait - 2 in. wide charand shaped with 1 in. king " formed *can No 25 MSG gair staff. ilsolared
with suitable fasterreas Spaced at 24 in. OC.
2 Marld Studs - Steel members formed from No. 25 MSG gatv steel having "I-r - shaped flanges 24 in. OC; overall depth
2 In. and flange wkkh 1-36 in.
3. Gypsum Source - Two layers of 1 in. thick gypsurn board their panels. supplied in norn 24 in. widle. Vertical edges of panels
frictioni listed into -W - shaped stuck;
CGC INC - Type SLX
UNITED STATES GYPSUM CO - Type SLX
LISS SORAL DRYWALL SFZ LLC - Type SLX
USO MEWO S A DE C V - Type SLX
PROTECTED WALL: (BearkV or Nonbeearing WWQ. When Bearing, Load Restricterl for Ca " Applicatione-Ses Guide
BXUV7.
4. Woods Shads - Norn 2 by 4 in. aranx spacing 24 in. CC. studs croes braced at mid -height where necessary for clip ata&cwt
Min. 3M in. separation between wood meaning and fire separation wall.
41A. Saint Sleft - (As an aftemate to ftem 4. not shown) - For 2 H, Bilateral; Wall Ratinif - Corrosion protested ded stude. rnin. No.
20 MSG (0.0329 in.. min bare metal thickness) steel Car min 3-1r2 in. wide, min No. 20 GSG (0.036 in thick) galv shad or No. 2D
MSG (0.033 in. thick) Mimed Meet cold formed. shall be designed in accordance with the currantedlion ofthe Specification forths
Design or ColdTormard Steell Structmal Members by the American fron ard Shual lindaun. AN design details enhancing to
structural milialift of wall assembly. mdudmg the axis[ design load of the shade. shall be spercifierl by On 9" slual designer andater
producer. said shal mod the requirements of all applicable local code agencies. The, max ad dwallassernialleashaillnot
exceed 24 in. OC ' Shatle, attached to Socar and ceffing trades with 112 in. long type S-12 end froseres cri both sides of duds or by
welded or boiled connections designed in accordance with she AIS11 specifications. Top and bottom treacks shall Conant ofshral
members. min No. 20 MSG (0.0326 in. min bare metal thickness) a" or thin No. 2D GSG (0.036 in. thick) gair staral or No. 2D
MSG (0.033 in. thick) palamed steel, dent provide a sound strutaturfal connection between abd slide, and to adiletwit
such as
in. OC:::w
c;=. a?dltc!h!wa9s. Attached to floor and calling assemblies with steel faidenewsparoed notgraidev Vw 24
it. Min 3114 in between
sheall frarning and was separation wall. Finish rating has not been eakWed for Want akK*
48. SfAd Sluds - (As an aftemate to Items; 4 and 4P, for use in Configuration B only. not shaver) - For 2 Mr. Nontivaing Wall
Raft - Channel shaped, b� frorat man 25 MSG cormoon-prolected a", min 3 112 in. wkK min 1414 in flang" and 114
in. return, 'a rotor of 24 in. CIC- Starts to be cut 308 to 304 in. Win than assembly height Top and loodaten tracks shelf be
channe! shaped, fabricated from man 25 MSG corrosion-prolecled a". min �x" to acoommodde $W me. with min I in. king
legs. attached 10 floor and calling with fasteners 24 in. OC max. Studs cross -braced with " framing at inklifeight where
necessary for chip aftacluareart Min 3fil in. separation between a" framung and ansai separation wall. Finish refing has not be
evaluated for Steel 2111dia.
5. Gypsum Board - Chareffier! or Unclassified! - Min 112 in. t1mcK 4 If wide. applied either horizontally or verlicaly. Gypearri board
attached to skids with 1414 in. long steel drywall nails spaced 8 in- OC. Vertical joints located over stakle, (Optionall) Joinis otivereal
with pap toompound.
6. Attachment CV4* - Aluminum angle. 0.063 in. thick. 2 in. wide with 2 in. and 2-1/4 in- figs. Clips am with Type S suavis
318 in. " to "I-r shade and with Type W screws 1-1/4 in. long to wood training through holes provkled in clip.
6jk Clip placiament (then 6) forseparation walk; up to 24 it high. Space craps a max: of 10 ItOC vertically betweenwood Nam' arid
"tr sluds.
6B. CUP placement (farm 6) for separatican walls up to 44 ft high. Space dips as described in Item 6A for, 24 It Remaining wall
area below requires clips spaced a mar, 5 It OC vertimilly between wood framang and Ir then.
6C. Clip Placement (Rom 6) for separation walks Lip to 66 it high. Space dips as described in Kom 6A for upper 24 1 Space dips as
described in itern 611 for nod 2D ft. below the upper 24 fL Remaining wall was below rearfularn dips space a mir: of 40 in. OC
viefitaillir between ~ twong and"l-l" iftaft.
7. Non -Searing Wait Partition folenteridicart - (Optional) - Two nominal 2 by 4 in. OA or nominal 2 by 6 in. skad now together
wMit�3in."10dnaftspaoeda� 16in. OC. vertically and flaiderredto oneside oftheminimunn2lay,fin. dadwith3in
kang 10d nails spaced a max: 16 in. OC. vertically. intersection between pardbori wood studs to be flush with the 2 by 4 in. slide
The wall partition wood shift are to be framed with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nab a �
16 in. Oc. vertically. Maxaminitan one non-beaving wall pandtion intersection par stud cavity. Noribeiving wag sbarldepth
and be at a nainimurn equal depth orthe wait
8. Caulking MO Sealarabs' - (Optional) - A bead of sealimt applied wound the partition perimeter, and at the interface belvern
wood or steel training and gripsum board panels to create an 9K banner
KNALIF INSULATION U.0 - Type ECOSEAL Plus
* Indicates such products shall bow the UL or cUL Certification Mark for Jurisdictions employing fire UL a cut.
Certification (such an Canards). respscdv*.
NOTE: UL DESIGN U336 OR
U347 MAY BE SUBSTITUTED
FOR U373. HOWEVER, THE
ENTIRE PARTY WALL MUST
USE THE SAME ASSEMBLY.
ALL PARTY WALLS WITHIN THE
SAME BUILDING MUST USE
THE SAME ASSEMBLY.
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EXPOSED TO FIRE FROM EITHER SIDE
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awepadallaa, 4ft dift far dkw~ I Ina nannies -PA~ from ft 0100 CNMCag� Oftedrary earth pared - —W�w—.dj�bft PW2
aediviel. as ad,1111- "'.~ aaa%vial aawa �..aoyrloftt salba M " fad.�q � V JOIN (L111W
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN. OF WIMR & ASSOCIATES. I.L.C. Any use, duplication, or transfer of these documents without the expressed, written cc ITA CONSULTING& DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
Design No. U347
BXUV.U347
Fire -resistance Ratings - ANSI/UL 263
Design / System / Construction / Assembly Usage Disclaimer
Authorities Having Jurisdiction should be consulted in all casess as to the particular requirenients cove"
the iradallaficm of the UL Certified products, equipinent system, devices and mallesnals.
Authorities having Jurisdiction should be coratifted before construction.
Fire resistance assemblies and products are developed by the design submkW and have been
investigated by UL for corridiance with applicable ratiterements The ffftmiMm cannot
always address every oDrattructicin nuarrice enctsirshead in the Add.
When sold issues, arise. it is the list contact for assistaince be the technical service staff
provided by the product marturfachiner noted for the desigm Users of fire resistance assembles are
advised to consult the general Guide triformatim for each produrd category and each group of
' The Guide Informition indusles; specifics concerning alternate materials and
methods of construction.
Only products which bear UL's Mark arre considered Cerfiftd.
BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United
States
BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for
Canada
Sea general Information lor firemarance range - aninhil 263 cartiffied for unked states, design crillarse and
allowabie variances
Sea general Infornitificirt for fire resistance ratings - canfrulc�9101 certified its canada design criteria ad
allowtable variances;
Design No. U347
March 05. 2DIS
Nonbearing Wall Rating - 2 Hr (SEE ITEMS S, SA AND 5B) (SEPARATION WAU, SEE ITEMS 1.2 AND 3)
Sawmill Wall Rating 2 Hr (Protected Walk Sea berns 5 and SA)
Nonbeanng Wall Rating 2 Hr (Protected Wait Sea Is= SA and 5B)
Firish Rating - 12D Min. (Sea Rem 5)
Indicates such products shelf bear the UL or cUL Certificalori Mark For jurisdictions employing the UL or cUL Coruscation (such as
Canada). respectively
F'
Alk,
CONPIG"TION C
EXPOSED TO FIRE FROM EITHER SIDE
CONFIGURATION D
EXPOSED TO FIRE FROM EITHER SIDE
CONFIGURATION E
EXPOSED To FIRE FROM EITHER SIDE
SEPARATION WALL: (Non-beaving. mir height - 66 it - isse him 6)
1. SWWTrvxk-Flm.skWmU"tDpwa#tadLN=21n.wWedmneishapedwhh�lin."Mg%bmwdftmNo.25
MSG astir steel, secured with suitable fasteners spacial 24 n OC
2. Shelf Sludis - -W shaped studs forned From No. 25 MSG gah, steel havingan overall depth otappradirraftlii, 2 in. and things
width 1-3111 in.
3. Gypsum Bowd* -Ttwo layers of I in. thick gypsum wallboard liner panels. supplied In nom 24 in. widths, Vertical edgesof
r M, inch, n fit'rap W shaped studs -
NATIONAL GYPSUM CO - Types FS%N, FSW.B. F611fif-7. FSW-9
PROTECTED WALL: (Serving or Noribearing Wag. w Indicated In item 4.4A and 48. When Bearring. Load Restricted for
Canadian Applications, - Sea Guide BXUfV7)
4. AirSpace-Minknum3t,14ii-arripace.
5 WoWSUds-FwBeanrigwNanbearirigWalRatkig-Nom2by4im�spacing24imOC.Skift�bmeadat
mid -height whose necessary for cap stiredurrent. Min 3(4 In. separation between wood framing aid fire separation wall. Finish rating
evaluated fix wood slide only
5A. SUM Stath - (As an alternate to ftm 5. not shown) - For BearkV Wall Rating - Corrosion protected iftel ssuft, min No.
20 MSG (0.0329 in-, iner bant inetal thickness) state! or min 3-1/2 in. wide, min No. 20 GSG (0.036 irL 9**)gak said or No. 20
MSG (0.033 in- #**) pit. sted, cold lionned, shelf be designed in accordance with the wrined station ofthe Specification for the
Design of Cold-Fortned Steel Structural Members by the Arnerican Im and Shel Institute. AN design
details, enhancing the sarnickmal intagift of the wall assembly including the aidal design load ofthestuds, shelf be as 11 by
the shel stud designee andfor producer, and shall meet the neclummsersts of all apieficalft beat code a I Thentakslud
spacing of wait assemblies shall not exceed 24 im OC. Shift attached to floor and offiling b with Ir2 h long Type S-12 sted
Some, on both sides of sluds or by welcled or bolted connections designed in accordance with the AISI specifications. Top and
bottom backs shall consist of steel members, trim No. 20 MSG (0.0329 in.. min bare metal I I A I asset or min No. 20 GSG
(0.036 in- thick) gaiv steel or No- 20 MSG (0.033 in. thick) primed a". V* provide a sound Structural connection between shel
studs. and to adiateent assambfies such as, a floor calling. andfor other wags. Attached to floor and as" ralsermilifte with shaill
fashiners spaced not greater than 24 in. D.C. slide cross4xaced with stud *amkV at rklhelgl wherenacessisylorclip
aftachnient. Min 3M in. separation between steel training and since separallon wall. Finish rating has rot been evaluded for Sted
5B. SUM Slide - (As an alternate to More; 5 and 5A, for use in configuration 8 arity. not shown) - For Norriberafft Wall Rating
- Chin" shaped. tabricabill from arm 25 MSG comakirHirdected a". aten 3-1/2 in. wide, min 1414 in. ftnials and 114 im
returri, spaced a imer, of 24 in. OC. Shicia, to be cut 318 to 3M in. has thart assembly height Top and bobwn trade shelf be channell
shaped, fabricated from nim 25 MSG comision-prollected steel, train width to acoonurrioclate dud sIM wall min I In. king has,
aftched to floor and calling with hadereass 24 In CC suar. Sluds cross4inticied with stuid fin A at. dM*V wheat necessity for
dip aftchment. Min 304 in. separation between steel starting and area separation wall. Finish rating ties rot been evaluated for
S" studs.
6. Gypsum Board - Chorused or Unclassified - Min IQ in. thick, 4 it wide, applied horizontally orvistically. Wallboard afticlaxi to
wood %kids (item 5) with 1-1/4 in. king a" drywall worries spaced 12 in. OC. Wallboard aftched to deal Studs (him 5A orSB)
with I in. long Type S steel scriers; spaced 12 in. OC. Vertical joints located over studs. Horkantaijointir dust be butted light to
Form a closed joint As an option. printer covered with paper tispe and pint cornpound. As an option. Screw heads covered withpoint
6A. Plywood Sheathing m OSS - (not sherom) - As an alternate to Itern S. Min 1J2 in. #kit plywood a OSS applied horrizontally
or vertically to wood or steel studs. Vertical joints, located over shift. Horizontal Oft shall be is lighthitrion. aclosadjoint.
Fastened to studs with nails cir storews; of sufliciert harlifli, spaced 12 in. OC. Joints and lastater heath are not i lobe
tested. Aluminum dqn shall be spaced as; described in him 7
SB. State and Blankeris * - (not shown) - As an alternate to as= 6 and S& glass fiber or mininal wool insulation. mim 3-1r2 in.
thacK phicsid to complately 01 the wood or steell stud carrifies. When Batts and Blankets are unit in phice of as= 6 and a& the
inas height a 54 2 and it* alumersurrin dips (Itent 7) Shall be spaced a mi: of 5 it OC verboally. Min 314 In. separation betweeirl
insulatoin and sines sepairtim wall. $as Baft and Blarikaft (BKNV) category In triss Building Directory and Base and
Bankeft (BZJZ) category in the Fire Resistance Directory for narne of Classified Comparies,
6C. Wall and Pw#*m Facing* and Accessories - - (not showri) - as, an aftemadle to Iterre 6.6A and 6B. 4 It wide Panels.
applied vertically. Panels alladwd to wood sluds (Rem 4) with 11-508 in. " deel drywall scrow; spir lShOC.VWWW*ft
located ovier slid& Jorift covered with paper tape and joint compound As an option, screw leads covered win joint
NATIONAL GYPSUM CO - Type SoundiBrask Gypsum Board.
PASCO BUILDING PRODUCTS L L C. DBA PASCO GYPSUM - Types OuftlRock OR -WO, QuIstRock0litt-510. QuistRock
OR-525
ED. Gypsum Scard' - As an alternate to Run 6 - Min SM in. thicK min. 6 in. wide batten strips applied on both skills or Steel
Studs (Ron 2) arid horizontal be& to be& Steel Track than 1). Min. 518 in. thick, min. 3 in. wide baften ships; applied ort both sides
of singh, Sted Track (flent 1) at perimeter of assembly- Batten strips secured to sluds with 1.114 in. " Type S a" screws
spaced 12 h OC. Batten joints shall be butted fight to form a closed joint As an option, stake shed of gypsum bond my be used
in lieu Fine baftens. CUP pl.- as in his. 7.7A, 7B, or 7C.
NATIONAL GYPSUM CO - Type FSWA FSW. FSW.6.
7. Aluminum Clip - Aluminum angle, 0.049 in. thicK 2 In. wide with 2 In. and 2-1r2 In. krgs. C" secured with type S
sonews 318 In. long to "H"studs and with 1-1/4 In. long screws to wood training or steel franting through holes provicled In
Clip.
7A. Clip placement for separation walls up to 23 it high: Space dips a mix of 10 it OC verficaly betweerri wood or stsell
framing and "W studs.
78. Clip placement for separation waft up to 54 it high: Spam of" as described In bern 6A for upper 24 1 Remaining
wall . law requires clips spaced a max of 5 it OC vertically behmn wood or *" framing and! *W studs.
7C. CUP placernent for separation waft up to 66 it high: Space clips as described In thin 6A for upper 24 It - cups
as described in Item 6B for mkkrA 30 ft. Remitting Well am below requires; dips speced a mr: of 39 in. OC vertically
between wood or steel framing "'Vr studs.
S. STC Rating -The STC Rating afthe wall assembly is 61 when It is constructed aschiscribed by limis 1 through(I.
"Coo
A Item 5. above - Wood Studs - Shall be spaced 16 in. oc.
S. ftem 6. above- Gypsum Board -Min. weight 1.5 Pat. Shall be applied verfically and aftdmdtDsbxlswkh 1-1/4
In. lorigglareldrywall scirew; spaoed 16 in. OC. Joints and screwheachishall becoveredwithipapertapeandjoint
oompound
C. ftem 7, above - Aluminum Clips -spaced a max of 102 OC vorbc*.
0. Batts and Slarikets' -The cavitless formed by the wood studs shall be friction Mwlh 3-1r2 h thick"lass
insulation beft, min. 0.80 pd. See Batts and BMnkeft (BKNV) category in the Building Materials Directory and Batts arid
Blankets (BZJZ) category in Me Fire Resistance Directory for Nam of Cl *0 'Companies.
E. Maxi-MighterfSeperstionWrillis231
F. The STC rating applies to Configuration 8 only
G. Steel Studs (itents S& 58). Plywood Sheathing "OSS (flent SA and flent 9)andBaftarx1Blanksts(ftrns6B)nct
evaltuded rar alternatives fix obtaining STC ratkV
&A. STC Raft - Th*STC Reffing of the "It assembly is 69 when it is constructed as described by two I through 6.
seceptA. Rem 5, above - Wood ShxW - Shea be is in. Oc.
B. him 6C. above -Wall and Partition Facings and Acossiscirlee -Type QuieRockQR-510 panshithall be Installed.
C. Rem 7. above - Aluminum Clips -Spaced a nuot ofIOROC vertically.
D. Both and Blanloft* -Tthe main formed by the wood stuft shrill be Ifiction, *with 3-1f2 In. thickfiberglan;
Instairdort bads, min. 1.0 pd. Sea Batts and Blankets (BKNV) category In the Building Materials; Directory and Bass and
Blankets (BZJZ) category in the Fire Resistance Directory for nsm ofClawilled Companies.
E. Max Height ofSeparristion Wall is 231L
F. The STC rating applies to Configuration B only.
G. $"Studs (ft= Sk 5B). Plywood Sheathing or OSB (ftem 6A and thin 10) and Batts and Bbnkaft(R�6B) not
evaluated as alternatives for obtaining STC rating.
88. STC Raft - The STC rating of this wall assembly Is 70 when ft is constructed as described by these 1 through 7,
except
A. than 5, above - Wood Stuck; - Shall be spaced 16 in. OC.
B. ftm SIC above -Wall and Pension Farcings and Aocessiodes' -Type QuietRockOR-525parals shelf be Installed as
described In il;m SC.
C. ftem 7, above - Alumium Clips -spaced a mix d1O0OC vertically.
0. Base and Slankets' -The cavifies formed by the wood studs shell be finction fitwith 3-12 in. thickfiblagess
insulation both. min. 1.0 pd. Sea State and Blankets (BKNV) category in the Building Materials Directory and Base and
Blankets (B=) category in Me Fire Resistance Directory for narner of Classified Conipainles.
E. MaxHdght&Se;xm%t1onWa1is23fl.
F. The STC rating
G. Steel Studis (Rem 5& 5B). Plywood Sheathing or OSB (than 6A and Run 10) and Baft and Bbnkaft(ftm6B) not
evaluated as alternatives for obtaining STC isfirill.
9. Nim4lisaring Wall Perdition Intersection - (Opbonal) Wall systern consisting of nominal 2 by 4 in. idud or nominal
2 by 6 in. stud. Maximum orie non4waring wall partition Irderrisection par said cavity.
10. PN , , Sheathing ce OSEI - (Optional) - Min V2 in, thick plywood or OSB applied horizontally, a vertically to
W shift m am separation wall side of Configuration A or Configuration C. vertical Ideas located over stisla. Faisternex!
to W studs with some of sufficient length, spaced a maidmium of 12 in, OC.
I lndk;WA* such products shall bear the UL car cUL Certification Mark for jurisdictions employing to UL ce cUL
Certification (such ais Cantata), respectively.
The app-s a. c-pst" - or ti� to " thdatais doss - ft Assiffassurs Vat insibers leve 1- sureftioleal ever w7s
'~* sav, " axis weenie eem se is. sure, reash se coassese re se censer ses -sea sess, m� ra.Av isma:& sissys eet w ine
M same " prosnato wass esessa xeiiaoea ft se case careseass csscis,.da.. ve baseft � 1. tre asse
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COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, writban consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
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Design No. V344 0=ULLLC
BXUV.V344
Fire -resistance Ratings - ANSI/UL 263
Design / System / Construction / Assembly Usage Disclaimer
Authorities Having Jurisdiction should be consuitted in all cases as to the particulm requirements covering
the Installation of the UL Certified products, equipmeM system. devices aid matenals.
having Jurisdiction should be consulled before construction.
-1 the design submither and have bear
investigated by UL for compliance with applicable requirements. The published Information cannot
~ address every construction nuances enomittemd in the said.
Wheri Said seems anim. it is recommended the first contact for assistance be the technical service staff
provided by the product rnimulacturer Wed for the design, Users of fire rasistarce assemblies are
advised to consult the general Guide Information for each product category and each group of
assemblies. The Guide Information mcludes specifics comosming aftermte materhis and afternate
methods of construction.
Only products which bear UL's Mark are considived Cedified.
BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United
States
BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for
Canada
Sea gentral Information for fire -resistance ratings - arisiful 263 candied for untied stalm, design afteria and
allowable "rw�
sea general information for fire resistance ratings - canfulsl0l certified for canacki design criteria and
allowable variances
Design No. V344
Febmiry 04,2=
Nort,"fing Waft Rating - 2-1r2 Hr (Am Separation Firewalk Sao Items 1, Z arid 3)
Bearing or Noribearing Wall Raft 2-1/2 Hr (Protected 4 Sea farm 4 and 5)
V"
Finish Rating - 120 or 150 min. see item 5, SA and 5B)
Indicates such products smll bear the UL or dJL Certification Mark Far junsidlictions employing the UL or cUL Certification (such as
Canada), respectively.
w—s—
Exposed to Fire from Either Side
Side A Side B
I-lrZ'Type G Drywall Laminift Screm;
Faez, =
r�
1-VZ' Type G Drywall Lamiriating Screws
- - Is'
Exposed to Fire from Either Side
Exposed to Fire from Either Side
6. Aluminum C" — Aluminum angle, min. 0.063 in. thick min 2 in. wide with min 2 in. and 2-1/4 in. legs or min. 0.050 in. thick
min. 2 In. wide with min 2 in. and 2-1f2 in. legs. Clips secured with min. No. 8, 314 in. long painhead sharp somm; to W studs and
wood firarnmg through holes provitled in c1pL
23 ft. Height
GNP placement (ftern 6) for separation firewalls up to 23 ft high. Start at roof fine and space clips a moo: of 10 it
Limitation
OC vertically between wood or steel framing and 1-r sods
44 ft. Height
CUP placement (Hem 6) for separation firawalls; up to 44 fl, high. For the upper 24 fi. ofthe .81 systimn, space
Limitation
the do 10 It OC, and then 5 ft. OC for the reirminder cifthe wall below.
66 IL Height
CUP placement (ftm 6) for separation firemalls up to 66 fL high: For the upper 24 fl. of the wall system, space the
Limitation
clips 10 ft OC. On the next 20 fi. below space the dips; 5 fl. OC, and then 40 in. OC for the remainder ofthe wag.
7. Laminating Sonews, — Gypsum boards (Item 3) am secised to each other with 1-10 in. long Type G laminating screw; loth
both skies of wall in between the H studs. on both skies of the wall rows, spaced 24 In, OC with a misicirsim dirnension of 12 in.
from the top and bottom Cchannels of the assembly. On one side of the wall each row contains 2 screws; treated 12 in. from each
face of the H-studs. On the other side of the wall each ro,w contains 2 screws� located 16 in. from each law of the Hatuds. Refer to
S. ficin4karing Wall Parlificin Intersection — (Optional) — For mod framing — Two nomin212 by 4 in. stud or on" 2 by 6 in
stud nailed together with im 2fin. long 1 Od nails spaced a mar. 16 in. OC. vertically and lessened to ons side of the minimum 2 by
4 in. studs with 3 m. long 1 Od nails spaced a min, 16 in. OC. ventrally. Intersection between partition wood shids to be flush with
the 2 by 4 In. studs. The well partition wood studs we to be karned with a second 2 by 4 in. wood stud fastened with 3 In. " 10d
mile spaced a max. 16 In. OC. ventrally. mouirman on norAmring wall partition intersection par stud cavity. Non4maring wall
partition stud depth shall be at a minimum equal to the depth of the wall.
9.CulkingandSmilante — (Opdonal - Intended for usie as, an air barrier- Not evaluated as fire bboclung)-A bead ofsealant
applied around the partition perimeter in the 3/4 in. air space between mod framing (item 4) arid gypsum board panels (Item 3) to
mate an air barrier.
DUPONT DE NEMOURS. INC. — Great Stuff Gaps & Cracks, Great Stuff Pro Gaps & Cracks, Great Stuff Pro Windriv & Door
ICP ADHESIVES & SEALANTS INC — Handi-Foam Fireblock Handi-Foam Fireblock West. and Fag Foarn Fireblock
AREA SEPARATION FIREWALL — (Max Keight - 66 It.) Indicates such products shall bow the UL or cUL Certification Mark for jurisdictlimu, employing the UL or cUL Certification
(such as Canaft respecilimly.
1. Permitter and Inleemsedials, Chemists — 2 in. wide channel shaped with nom 1 in. long legs, formed from No. 25 MSG Bak
steel, secured with suitable fasteners - 24 in. OC. Lag Updated an 2022-02-04
2. Steel Studs — Framing members formed from No. 25 gaN steel having"H" shaped ranged spaced 49'O.C.; overall depth 2 in.
and ftangowkfth I -Min.
P�
3. Gypsum Bcsud* — Four places of 112 in. thick gypsum boards, supplied in norn 48 in. wktft, full lengths. Verfical edges, of
panels finclion fifted into -H" - I I skids.
AMERICAN GYPSUM CO — Type EKCEL
PROTECTED WALL: (Searing or Nonbearing Wall, as indicated in Items; 4 and 5. When Bearing, Load Restricted for Canadian
Applicatkim; — See Guide BXUV7.)
4. WoodStuds —Bessing orlskinbearingWall. Nam 2 by4 in. —"cftV24 in. OC. Skids oriensidwith2in. faceparraffielor
perperstficular to gypsum board (Item No. 3). Studs cross -braced where neceseary for dip aftachmem. Min V4 in. separation between
wood framing and area separation firewall
4A, Steel Studs — (As an aftennate to item 4, not shown) — For Bearing Wall - Corrosion protected steel skids, min No. 20 MSG
(0.0329 in., min bare metal thickness) steel or min 3- 112 in. wide, rnm No. 2D GSG (0.036 in. thick) gaffir steel or No- 20 MSG (0.033
in. thick) pdffwd steel. cold formed, shall be designed in accorclancii with the cument edition of the Specification for the Design of
Cold -Formed Steel Structival Members by it* American Iror and Steel Institute. AN design details enharving the structural integrity
of the wall assembly. including the mial design Wad of the skids, shall be m, spectfied by ft steel stud designer andior Producer.
and shall meed the requirements of all applicable West code agencies. The mar: stud spacing of wall assemblies shall not exceed 24
in. OC * Studs attached to floor and calling tacks with 1/2 in- long Type S-12 steel screws on both sides ofstuds or by welded or
boiled connectime designed In accordance with the AISI specifications. Top and bottom tracks shall consist closed members, min
No. 20 MSG (0.0329 In., min bass, metal thickness) at" or min No. 20 GSG (0.036 in. thick) gali; steel or No. 2D MSG (0.033 in.
thick) printed steel, gig provide a sound struclusal connection between steel studs. and to adliacent assemblies such as a floor,
cefling, and/or other walis. Attached to ft" and calling assernblim with steel fasteners spaced not greater the. 24 in. O.C. Studs
cross -braced with ". Min 314 in. separation between steel framing and arim separation wait
4B. Steel Sh Kls — (As an afternme to item 4 and 4A) - For Nonbearing Wall - Channel shaped, fabricated from min. 25 MSG
corrosionprotecled a", min. 3-1/2 in. wide. min 1-1/4 in. ranges and 1/4 in. return, spaced a mor of 24 in. OC. Studs to be cut
318 in. to 314 in. less than assembly
li�ht. Top and bottom tracks shall be channel shaped. fabricated from rrdn 25 MSG
00MOS n date " size. with min I in. king "a. attached to floor and ceffing with fasteners
24 in. OC. noi. Studs mss4xaced with stud framing at inkl-height where necessary for clip aftactimett Min 3A4 In. separation
between steel Imming and area separation wall.
4C. I'monling MembeW — Steel Studs — (As an afternate to Item 4. 4& and 413) - For Nonbearing Wall. Proprietary channel
shaped studs. 3-5/3 in. wide spaced a miss of 24 in. OC_ Skids supplied with proprietary top and bottom bads. min wift to
slud sim attached to floor and rising with lasterums 24 in. OC mass. Skids to be out 304 in law than, the assm"
height and installed with a V2 In. gap between the and of ft slud and track at the bottom of the wall. Shift cross4raced with stud
framing at mid -height where necessary for cfip attachment. Min 314 in. separation between steel framing and am separation wall.
CALIFORNIA EXPANDED METAL PRODUCTS 00 — ViperZ
CLARKOIETRICH BUILDING SYSTEMS — CD PMTRAK
CRACO MFG INC — SmadSftsQ5 "
IMPERIAL MANUFACTURING GROUP — Viper25
MARIONWARE, DIV OF WARE INDUSTRIES INC Viper25
STUDCODUILDWG SYSTEMS —CROCSTUD
5. Gypsum Board — Classified or Unclassifted — Min 1/2 in. thicK 4 ft wide, applied either harronlefly, or vertically. Gypsum
board attacked to wood studs with 1-1/4 in. long 9" iffinvall nails spaced 8 In- O-C or 1 in. long Type W comme, thread steel
screws, spaced 12 in. OC. Joints may or my not be covired with paper tape and joint compound. When mimmum board weight is
Iess than 13 lbsM. Finish Rating is 12D min. When minimum board weight is 1.3 lbsM or greater. Finish Rating is 150 min.
5A. Plywood Sheathing or OSB — (Not Shown) — As an alternate to Item 5. Min 1f2 in. thick pitivicod or OSB applied horizontally
or vertically to wood or steel skids. Vertical joints located over studs. hormontal joints that be butted fight to form a dosed joint
fiesteruid to studs with nails or sonews of sufficient length, spaced 12 in. OC. Jorrits and fastener heads are not required to be
treated. Finish Rating is 12D rrdn. When used in addition to Item 5 Finish Rating is 150 minutes.
5B. Batts and Blankets - — As an alternate to item 5. Gins fiber or mineral wool insulation, min. 3-1f2 in. thick placed to
completely Iff! the wood or steel " cavities. See Batts and Blankets; (BKNV) category in the Building Materials Directory and Batts
and Blankets (BZJZ) category in the Fire Resistance Directory for murm, of Clamided Companies. Min 314 in. separation between
insulation andf area separation wall. Finish Rating is 120 min. When used in addition to Rem 5 Finish Rating is 150 names,
SC. Limses Fill makerial * — (Optional) — To be used in addition to Items; 5. SA or 5B. any loose fill material bearing the UL
Classification Marldng for Surface Burning Characteristica, placed to completely or partially fill the enclosed stud cavity in
accordance with the application instructions supplied with the product. Min 314 in. separation between Insulation and ares
separation wan
50. Fiber. Sprayed" — (Options[) — To be used in addition to Item 5, SA ro 5B. The spray applied oellidose fiber a applied with
water to completely or partially fill the enclosed stud cavity in accordance with the application Instructions supplied with the product
withlZrnmalid lbilt ". Alternate Application Method: the fiber is applied without water or achieve at a nommal dry
" 3 nce with the application instructions supplied with the product. Min 304 in. separation between
insulation and am separadoin-
U S GREENF03ER L L C — SANCTURAY, FIRM, INS735. NS745 AND INS75OLD for use with at or dry application.
iNS515LD, INS541 LD, INS51OLD, INS765LD AND INS773LD a to be used for dry application only.
osrubvcli�
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COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC. Any use, duplication, ortransferofthese documents without the e.Vressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
SHMES011WROOFTOW&LOR
rar&Lmm
SHOLE SOWC ROOF M WALL OR BEAM ISTALLATION
m.Ta.
DOUBLE SDVVC INSTALL CONFKXMTM A
DOUBLE SDWC INSTALL: CONFIGURATION A
N.T.S.
somisawte..
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NOT USED
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Nft 1. depidigbad'
ZROWWdIM114for
SINGLE SDWC ROOF TO WALL OR
BEAM INSTALLATION RANGE
MUSMRW70VKLCRBFAMOWALLATIONRMM
N.T.S.
SEEK
Both — k.WW t W.
DOUBLE SDWC IWALL CONFIGURATION B
DOUBLE SOWC INSTALL: CONFIGURATION B
N.T.S.
NftftftM=dIM12NfArb*lMlMwW&A
OPT. SDWC INSTALLATION -
TRUSS/RAFTER OFFSET FROM STUD
OPT 3=NSTAU.AVWTK0SWM0FWRW8=
N.T.S.
TRUSS OR RAFTER
Off. WK OTAUMN-TRI.ISSAMFU OITW
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N.T.S.
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GABLE RAFTER TO TOP PLATE SHCVWN
END (TRUSS TO TOP PLATE SIMILAR)
TRUSS SCREWTO BE INSTALLED
INTO THE CENTER OF
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CHORD
1rZ L41N
DO NOT
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AREA
SDVWC15M
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OVERHANG
NOTE:
SLOM04h" RAFTERS MAY BE SLOPED UP TO AND
INCUJIXNG A IZ12 PITCH AM MUST BE"BIRDSMIOUTW CUT.
OPT. SDWC INSTALLATION RANGE
CONFIGURATION 5
(TRUSS OFFSET — STUD)
X X ..N.— THROUGH TOP PLATE
WO TRUSS/ RAFTER. BOTH
SCREWS INSTALLED VERTICALLY
W INTO THE CENTER OF THE
TRUSSIRAFTER FROM THE
UNDERSIDE OF TOP PLATE. 1rZ TO
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TOP PLATE.
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SOM STUD611041ILL PLATE CONNECTION
SDWC STUD -TO -SILL PLATE CONNEC I ION
IL SIRIDNIGMIE 611MCKIRAL WOOD SCREIMS FOR TMASRWM% STUD-70fILAM AND RDMI04FLOM CMWCMA ARE
MANUFACTURED AND TRADEMAIVIED BY `SIMPSON 81RONQ-TIE 00WANY W-* HOME OFFICE: � W LAS POWAS BLVIX
PLEASIANIM CA94MTIL PIMS11114M FM OWS47-11M. MWM 911110M711i COMPANY. OW MAN 60
COMANNY.
Z LAEOFItnPFMWIBSUBA9Cr7DTMAPFWMOF7MLWALWUMDEPWFMEDff.
1. THEIII� PRODUCTS AM PIARf OF THE 061HALL WIND UPLIFT FORCE RESISTING SYSTEM OF THE STIMICTURE. DESIGN OF THE
BUILE10111118 WA VWID FORM FMOMM SYSTEM, INCLUDING INE LOAD F*7H 70 TRANSFER UPLIFT I== FROM THE
4, =MCPJM70THEOROUNIXEIMMMIONSOLIrYOFTHEWECFER
OFIIBOGMIBPEFMMYOkl)DFYMTAUFOItOPEOMCONDnWft
& THECONnIACTINItOMLLVERETALLDIMENSIOPIS. 00NOM4 EMPRIOR70INSTALLATION OFAMYSTRONOMM SOFLVA FOR
THE WIND UPLIFT NMEM SYSTEM. IF MY DISCIIEPANCIBB ARE FCUND. THEY 94ALL BE BIVOUGHT TO THE ArENTION OF THE
SPECIREIR FOR CLARIFICATION PRIOR 70 COkWVVJCrK*L ONLY COMMON M& TRWM VW A WIN. 3-Ur OVERHANG CAN USE
THESE SCREIMIL FAMED HEELTAL 111EARING, Err- MUST I= MGM METAL TRUSS COMMEMORIS PER OONNECTER SCHEDULE.
6. MTMLATIONCFPRDD=SKVLLM DOWN COMPORMANCETOTHESE DRAININIMTHE PERIMMMICEOPMODIFEIDPRIODWIS
ORALT�WFALLATIMPPtDCEDUFMARE7M9MEINMPONSM"OFIMFPAMOMWA9VLCONTPACMP.CCNTACTEM
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COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property Of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, ortransferofthese documents vAthoutthe expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
SDWC
NOTES
W
IP
r
SDWC/F STRUCTURAL ASSEMBLY
N.T.S.
ki I ;AW
WvLol
14 Zak ��!l hm,% 0�0
1.8
I.a Drive the SDWF screw vertically (90** 2*) into the center of the upper -wall bottom plate.
I.b Once SDM has passed through upper -wall bottom plate and floor sheathing, make
sure SDWF is still vertical (90* * 2*) prior to driving SDWF into lower -wall double top
plate. Adjust if necessary.
1.c Continue driving SDWF until the head is a minimum of 2" above the upper -wall bottom
plate.
WhT-TLW INSTALLATION AND PRODUCT WORMATION
N-T.S.
1. STRONG40VE STRUCTURAL WOW SCREM FOR TRUSSRAFTER. STUD,-TOPIATE, AND
FLOOFt-TO6FLOOR CONNECTIONS AM MANUFACTURED AM TRADEMARIQD BY OSIMPSON STRONG -TIE
COMPANY, INQ� HOME OFFICE: 5M W LAS POSITAS BLVD, PLEASANTON. CA 94M TEL 00) OMM
FAX PM 847-11W. 'SIMPSON STRONG -TIE COMPANY, W! IS AN 80 90M REGISTERED COMPANY.
2 USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT.
mow CODES: SOW M-ESEBR-3D*
& MIEN PRODUCTS ARE PART OF THE OVERALL VWM UPLIFT FORCE RESISTM SYSTEM OF THE
owsDwsomw
7W. ICC-ES EBR-232D
STRUCTURE. DESIGN OF THE BUIILDING`S MAIN WIND FORCE RESISTING SYSTEM, INCIJUDING THE LOAD
PATH TO TRANSFER UPLIFT FORCES FROM THE STRUCTURE TO THE GROUND. IS THE RMPONSIBLITY
OF THE SPECIFIER
4.
OFANY
STRONG -DRIVE SCREWS FOR THE WINID UPLIFT RESISTING SYSTEM F ANY DISCREPANCIES ARE
FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO
CONSTRUCTION.
S. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAVMGS. THE
PERFORMANCE OF L40DFIED PRODUCTS OR AL.TERED INSTALLATION PROCEDURES ARE THE SOLE
RESPONSIBILITY OF THE SPECIFER.
7 SIMPSION1 STRCING-TIE COMPANY INC RESEIWES THE RIGHT TO CR44M SFEC11FICATIONS DESIGNS,
AND MODELS WITWUT NOTICE OR LIABILITY FOR SUCH CHANGES.
& ALL HARDWARE CALLED OUT 6 SIMPSON STRONG -TIE
SDWF runto par
ddd 6
-4W 1.01AW'Adlappble0ndIam
OndOW
No1&S1ucls.1oorjoiKIlA1 vMdLKMDJ*br,0 -eclin anotshownforcleft.
2 ) TYPICAL SDWF-TUW INSTALLATION
N.T.S.
Nft Skid4l)-l;I11sle a run N on 111101111"1111
Innn IF'RIA"loodpdh
Sluds. Post and bk
par Designer
DoubloWff*wmP*WWFLnW*ni1w)
MWFLIMCNOM7EDLMMTRWATCMMMWALL
N.T.S.
2. Sildle to TM (provided) over to SDWF
screw hood arld cardw using locallor tab as a
rollo� Orlaintlo�lmbeolhaltltpolrft
IlowardtheouMloofftwall.
3. Secure the TUW to the upper -wall
bottom plate with (4) #9 x 2%� Simpson
Strong -Tie Strong -Drive SO screws
(provided).
MWIlaym
0FF8ffFI1t)M
mm'nw
SINGLEBOTTOM
PLATESHOVM
Model No
Allowable Jdst Depth Below (in.)
Single Bott. Plate
Double Bott. Plate
Min.
F Max
Min.
Max
SDWF2716-TUW
8-1r2
10-1r2
6-7/8
9
SDWF2720-TUW
12-1r2
14-1r2
10-718
13
SDVVF2724-TUW
16-1r2
18-1/2
14-7/8
17
SDWF2726-TUW
Min
9min
16-7/8
19
I.JoistdwhIBbdbmdonte�14'&dAowxWS'of�v p i do kft
dmft top pk1aL
2. See L*-9DwFALTHT moor for 11 Ye. i i 3r, a-4 vrjow ri ap w a
8011IFANME LOU WTALLAIM &AU.011111ABLEXT WIN
Nft-%d4D0ft
P.M - IrIll Moro NJ * A
W glo-IftlWARMA
arendshwmfordarily.
DoubbSDMdo
pvb SDWF:�nw @I
4. Continue driving the SDWF screw until
the washer head contacts the threaded
TU1W tabs and bonds them until they
engage the shank of the SDWF directly
under the head. Do not overdrivel
N.T.S.
ATCORM
N.T.S.
SDVVF-TUW
U.S. PATENT
8,276,323
The Shong-Drive SDVVF is sold as a kit tat
be
Indkides:
(25) SDWF wood scraws
MEW
(25) TM tal"p washers
(100) $9 x Or Strong-DrIve SO
5. Check to ensure the proper engagement of the
screws
TUW tabs to the SDWF screw shank using the
%C hex driver bit
screw depth guide (provided). The measured gap
Y47 hex drIver bit
shall be no greater own %"and no less to
Screw depth guide to am- Proper SDWF
engagement with TUW
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' WALL "'
PER PLAN OR SOLID
I
MAX IN GAP
COLUMN AT PANEL
SPLICE LOCATIONS
BETWEEN PANELS
COLUMN PLIES NAKED
PER WFUSM02
NAILING PER
WALL SHEATHING WFI0JSD4
AND MAI NO PER
PLAN
VERTIM PANIEL SPUCIE WrAL ALOW WAU.
N Ta
0.
WALL SHEATHING PER
WF101SD4
NAIL FIELD STALLED
WALL SHEATHING PER
TOP PLATE TO PRE
T'
WFIQ5D4
ASSEMBLED WALL
(2) ROWS 0,14rx 3-
TOP PLATE NAILING 0
1. TOP t SPLICE
rL PANEL SPLICE W
PANEL VW(2) 0.14rx 7
P'
NAILS 0 r D.C.
SPLICE LOCATIONS
MAX IN GAP
NAILS4VQC.
(2) ROWS 0 MIN 7
PANEL TO PANEL
PER WFWISD2
1-V MIN.
BETWEEN PANELS
(FOLLOW NAILING
NAILS 0 r D.C.
j
01 STANCE F OM
REQUIREME ' THIS
NIS
PANEL TO PANEL
Top a
PLATE PUCE TO
ETAILFORALLTOP
LA
(I)ROWS0.I4rx3`
NAILS 0 3' D.C. EAC
VERT ICAL PANEL SPLICE
(2) 0.141rx r LS EITHER
SIDE OF PANEL SPLICE
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LOCATION
L� 5)
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I
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0 ROM 0 I=
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NOT CR SNAIL
;��.RED
' z
WALL EATHING
WALL SHEATHING PER
F--
SMALL RUN CONT.
WFIOSD4
WALL SHEATHING — — —
WALL SHEATH" PER
FROM EACH WkU.
SMALL RUN CONT.
VWIOOSO4
FACE TO CORNER.
(1) ROWS 0.14rx 7
FROM
MAX. IN GAP
NAILS 0 S' D.C. EACH
2, WALL FRAMING
ATT LL TUDS %' .
FACETOz7—
MAX. IN
--- ----- 0.14WX 7
NAILS 0 r D.C. EACH
BETWEEN SHEATHING
FACE OF CORNER AS
DRAWN. ALTERNATE
PER PLAN OR SOLID
COLUMN AT PANEL
T.P=..TTOM V111%
(3)o.Wx3-1"
BETWEEN SHEATHING
FACE OF CORNER AS
ROWS AS REQUIRED
SPLICE LOCATION
(TOE OR END .12
DRAWN. ALTERNATE
NOT TO CROSS MAIL
(PER WPIM THIS
ROWS AS REQUIRED
NQrTOCROsSNAL
SHEET)
NOT USED
VERTICAL PANEL SPLICE DETAIL
VERTICAL PANEL SPLICE DETAIL (OPT.)
fili7P� TOP PLATE
SPLICE/ ATTACHMENT DETAIL
N.T.S.
KTi
1\1--J—
PER WFff,
6
INSTALL FEW
INSTALLED TOP PLATE (2) 0.148' . 7 @ T D.C.
PER WRMSO2 48"PASTSPLICE
(2'� 14-
PA-
S- 0'
E EACT��y
ACH WAY
MAX
A
WALL SHEATHING
SHALL RUN CONT. INSTALL FIELD
FROM EACH WALL I
FACE TO CORNER 0 8
MAX IN GAP INSTALLED TOP PLATE
BETWEEN SHEATHING PER WIWISM
TOP PLATE DETAIL AT CORNER
N.T.S.
SECTION A -A
:NSTALL FIELD PLATE
USTALLED TOP
PER WF071802
(2)0.148'xTNAILS (2)0.14W.TNNLS —
FROM PLATE TO EACH FROM PLATE TO EACH
STUD 0 CORNER STUD 0 CORNER
FRAMING BELOW FRAMING BELOW
NOT : SHEATHING NOTE: SHEATHING
NOT SHOWN I I J I NOT SHOWN
SECTION B-B
HEADER SUBSTITUTION SCHEDULE
HEADER SPECID ON PLAN
PERMITTED SUSISTITUTION
LABEL
DESCRIPTION
LABEL
DESCRIPTION
HZd
(2)2wS 02 SYP
144A
3.5*%5.S`AFP I AE SHORT
$PAN HEADER
H20
C2)2,812SYP
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35N&S' AFP I AE SHORT
SPAN HEADER
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H4xIo
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SPAN HEADER
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(2)2xl2#2SYP
HftIO
AFP IAE SHORT
I
I
I&5W.r
SPAN HEADER
I . WHERE SYP 82 SUILT-UP HEADERS ARE SPECIFIED ON THE PLANS. AFP
1 BE SHORTSPAN HEADERS MAY BE SUBSTITUTED PER THE HEADER
SUBSTITUTION SCHEDULE ABOVE.
2. APP I AE SHORTSPAN HEADERS SHALL HAVE THE FOLLOWING MINIMUM
SPECIFICATIONS: E = I WOOOO psi. FS - 1500 pK FV - 175 pK FC-PERP
aso P.I.
3� AFP 1.6 S14ORTSPAN HEADERS MAY NOT BE SUBSTITUTED WHERE
BUILT-UP LVIL HEADERS ARE SPECIFIED ON T14E PLANS.
4. REFER TO HEADER SCHEDULE AND STANDARD HEADER NOTES ON
NO ES& ECTOR LEGENDS SHEET FOR ADDITIONAL HEADER
WUMA=
PANELS ARE "PRE-ASSEMBLED"IN THE SHOP FROM
INFORMATION SPECIFIED ON PLANS SEALED BY THE
WANEER OF RECORD, AND ARE NOT INTENDED TO
E AN ENGINEERED PRODUCT.
MATERIALS SIZES AND GRADES, DIMENS4014S,
CONNECMNS, FASTENINGS. ETC. ARE ALL AS
SPECIFIED BY ENGINEER OF RECORD FOR THE
STRUCTURE.
THE ONLY DEVIATIONS FROM PLANS SEALED BY THE
ENGINEER OF RECORD ARE SHOVIIN ON DETAIL
SHEETWI.
THIS INFORMATION IS SUBJECT TO REVIEW AND
ACCEPTANCE BY ENGINEER OF RECORDS.
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2
Sq MIN. (3) 2x SYP 02 -
STUDS REOV 0 END
OF LANDING W MIN. (6)
0.16r x 3-10NAILS
FROM (2)202 SYP#2
H R TO BUILT-UP
STUD COLUMN
STANDARD(3)W2
SYPIQ STRINGERS W
SIMPSONA35IA34
CUP TO FLOOR
SYSTEM & LANDING
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(2)2.12SYPS20EAM MIDSPANDLOCIM
PER SC HEDULE REGI) TO MATCH JOIST
I-
a END OF LANDING DEPTH W (3) 0.14W x T
FOR STR TOE -NAILS EACH END
INGERSTO
CONNECT TO BEAM
To BEAR DIRECTLY ON
BUILT U COLUMNS
BELOWOR
ALTERNATE HANGER EETABLEFOR.
0 RK1HT OF THIS
DETAIL
A -A PLAN VIEW 0 90 DEGREE TURN LANDING
MIN. (3) ZC SYP 02 STUDS
SEE SCHEDULE FOR VAX WUM OF LANDINGI
REOD 0 END OF LANDING
V& MIN. (6) 0.167 . 3-Iff
SEE ELAN FOR DEPTH
NAILS FROM Ctgd2 SYPIQ
OF UILMING
HEADER TO BUILT UP
STUD COLUMN
OPTMNALC2)2,d2SYP#2
ATTACHMENTTO
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TO LE UPPORT
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7
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MASONRY'.
HL12102HUC210-2W(18)
1M*x3-IWTAPCONSTO
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HEADER
I
STANDARO(3)2XI2
-1B
B
SYP 22 STRINGERS IV
SIMPSONA34IA35
CUP TO FLOOR
SYSTEM & LANDING
FRAMING
STANDARD (3) 2X12
STRINGERSW
SNPSONA34CU TO
FLOOR SYSTEM
LINE UP 21MST IN
LINE WITH MIDDLE
202 STR NOER TO BE
I �
U.nUZED AS BLOCKING
MIN. 20 SYP#2 JOISTS
6 LANDING 0 I".0
W SIMPSON A35 OR
LUS2S HAN R ON
EACH SIDE
MIN. 2.8 SYPS2 JOIST (P.T. IF
ATTACHING TO MASONRY
WALL) CONT. LEDGERW (3)
0.167 x 3-IrZNAILS Q 16'
D.C. MAX TO EACH STUD. (2)
1Wx3AWTAPCONSGIIr
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WALL)
Ir MIN.
ff
�10T MIN'
STAIR WINDER DETAIL
3W PLYWOOD OR OSS
SHEATHING OVER
No RED
PER GENERAL FLOOR
MON. 218 SYPS
CONSTRUCTION
LEDGER (P-T. I
NOTES
ATTACHINGTO
MASONRYWA
MID SPAN BLOCKING
TO MATCH JOIST
DEPTH W(3)0.I4Srx3r
TOE -NAILS EACH END
SIMPSON A35
CONNECTIONS
SEE PLAN FOR
MASONRY WALL OR
MASONRY WAL
V40M WALL
FRAME WALL 8
(2) 2.12 SYPIQ PER
ATTACHING TO MASONRY
SCHEDULE RE=
- END OF MIN. WS SYP#2 JOISTS
WALL) CONT. LEDGER vv/ (3)
LANDING FOR STRINGERS TO 0 LANDING Q WO.0
0.16Z* x 3-Irr NAILS IS is' C
C - BEAM To BEAR W SIMPSON A35 OR
MAK TO EACH STUD. (C2)
DIORNENCETCLYT OTON BUILT UP LUS25 HANGER ON
COLUMNSSELOWOR
1/4'X3-1/lr T
EACH SIDE
ALTER HANGER a
MM . FOR
RIGHT OF THIS DETAIL
A -A PLAN VIEW 0 180 DEGREE TURN LANDING
SEE SCHOLILE FM MOWUM OF LAMM
SW O.S.B. WD131'1ZIM'
NAILS 0 T D.C. TOP AND
A35 Q EA. STRINGER
BOTTOM CHORD
TO LANDING
SEE ARCHS. FOR MAK
FLOOR SYSTEM PER
RISE OF STEPS AND
FRAMING PLAN TYP.
MjN. TREAD DEPTH
PLYWOOD SHEATHING
OVER LANDING
ATTACHED PER
GENERAL FLOOR
CONSTR N
NOTE
BEAM 0 END OF
LANDING PER
SCHEDULE
OPTIONAL (2W2 SYP22
ATTACHMENT TO CMU4EDGrR
= " "I ' " -
HMO-2MUC210-2W(IS)
0.16Z.3-1,7NAJLSTO
LEDGERISUPPORT AND (10)
0.149r. WNAILS TO (2)2.12
SYPN2 HEADER
MASONRY
HU210-21HUC210-2W08)
JM..3.IW TAPCGNS TO CMU
ANc(Io)AI4E`xTNA1 TO
(2)2112 SYPS2 HEADER
B-B CROSS SECTION OF BEAM TO LEDGER
STRINGERS TO BE NOTCHED AT
LANDING OR LET -IN 2K4 SYPS2 CLEAT
AND ATTACH To JOISTS BELOWW (2)
0.14W x 3.1hr NAILS Q 16'O.C.
(3) DIET x 3-10 TOE -NAILS
PENDING LANDING
HEIGHTANDPLAN
LAYOUT. EADER
WITHI SUPPORT
WALL=LD BE
REQUIRE. . SEE PLAN
202STRI ERSONE
FOR REQUIRED
0 EACHSIDEAND
HEADER AND
ONE 6 MID -VAN
SUPPORT
A INFORMATION.
A34 0 EA- STRINGER
TO LANDING
I.T (P.T. -F
2.ATTACH TO
STRINGER
(2)Z,12SYP#2 AM
ATTACHING TO MASONRY
WALL) CONT LEDGERW
PERSCHEDUL:FGEND\\
(3)o.1Srx3-IrZNALS@
OF LANDING FOR
16'O.C.MAX TO EACH
2K12 STRINGERS ONE
STRINGERS TO
STUD. W10-1w
((2)1
ON EACH SIDE AND
CONNECT TO. BEAM
TAPOONS 0 10- D.C.
ONE 0 M"PAN
To BEAR DIRECTLY ON
MAX FOR MASONRY
Up COLUMN
WALL)
:1'
:UILT
ELOW.
A35 CONNEC �I
ii
WOOD OR BY
WALL SEE PLAN FOR
Z K8 P.T. SPF .
MORE INFO
FASTEN TO SLAB
MIN.(3)2.4SYP#2
MIN- (6) IW44W EVENLY
2)c JOIST PE
SPACED TAPCONS 0 MIN.
SCHEDULE
END DISTANCE OF I-10
2x P.T. BOTTOM PLATE
HE. 01 LANDI.G
PER FLOOR PLAN
GENERAL LANDING &
STAIR FRAMING INFO wAE"3w"'4r
BEAMMOISTS REQUIREMENT AT LANDING
HEIGHT OF STAIRS
ATLAND We
EAM
(82 SYP)
I
MST$
(#2 SYP)
---
OF LANDING
I
IZ-Cr OR LESS
1 (2)a12
2.9
W4r
"IM
1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOWTHE WNW
CODE SEQUIN MENTS AS SPECIFIED IN WE WRRENT ED1110N OF THE FOC.
2.(2)2�12 ��ERMUMEDAT�E�F�E�WE�ONG FOR
STRRYGER ATTAC MENTS. SEE CHART FOR M. SIM OF NSM BEJW
MAIL MPLY BEAM TOGETHER USING (3) 0.1 W I �Ife NAILS AT V 0 C
3. CONTACT SON FOR CONDMONS NOT O0V8tED THIS WtAI. PRID'It TO
CONMUCTION.
2.4 CONT. TOP PLATE
3)r ATTACH TOP PLATE TO
N4 #2 SPF STUDS 0
A CHM
STUDSW1 0.167x3 2*
(2) -1r
COMITTOP PLATE
24'0.C.
MSE I
WE
4 �-11 V�LO-OR
TOE -NAILS
(2K4
ATTACH OPPLATETO
2.4 02 SPF STUDS 0 24-
STUDS W (2) 0.162"x 3-10
29
O.C.W(2)oI4Wx3-IW
TOE.NAILS
2.6 VERTICAL 0 V-(r
NOTCH SILL PLAT E
TOE -NAILS BOTTOM
D.C. MIN 6 ANY
FOR VERTICAL
2K4 SILL PLATE vd(2)
NOTCH SILL AND
214#28PFSTUDS62,r
OPENII 4�D
"',,e
o14S'.3'NAJLSQr
PLYWOOD F LOORING
O.C.EVERYOTHER
HANDRAIL KNEEWALL
O.C, (NOTCHED 0 M
To ALLOW
L VERTICAL
STUD TO BE ATTACHED
2, __F _ D'
VERTICAL LOCATIONS).
I
IS
TO SLIDE DOWN TO NOTCH FLOOR
TO kIOIST BELOW
3-1hr NAILS 04' O.C�
FAC W I SHEATHING TO
(OTHERWISE ATTAC
ACCOMMODATE
WC2)0,14rx341,r
ATTACH12M.6VE ICAL
TOE-hAILS 0 BOTTOM)
2.9 VERT CAL ANCC
TOI-JOISTW(3)Yrx3`
L-SRACE 0 V-(r 0 C. &
BOB WOOD SCREWS
2K4 SILL PLATE W (2)
SECTION X-X
0 ANY OPENING
EQUALLY
0.162" 13-Irl TOENAILs
2X4 CONT. TOP PLATE
SPACE NTFREOIN
EA- CONT. BRACE & 0.148' 1
ATTACH TOP PLATE TO
_Z' I -JOIST TO OUTSIDE
-S-r *eO-C-TO
STUDS W(2)olarx3-10
FACE OF JOIST
FLO S"tNG
TOE -NAILS
ZA 02 SPF STUDS 0 Zr
DOUBLE I JOIST
PARALLEL TO FLOOR
ATTACH ZK4 TO I-JOST
O.C-W(2)0.14(rxS-IW
W(2)YWSDS
TOE -NAILS BOTTOM
SCREWS Ell
SLICE CUT PLYWOOD
2�4 CONT. TOP PLATE
SPACED & CENTERED
FLOORING FOR STRAP
ATTACH TOP PLATE To
SEE ARCH PLAN
IN t-JOIST
STUDS W (2) 0.167x3-10
MAX 4--T ABOVE FLOOR
2.4 #2 SPF SILL PLATE
TOE.NA,LS
qtj
1.
IrWIDEWE 40
STIFFENER 0 41r O.C.
W(2)D148".3"NAILS
2X4 42 SPF STUDS 0 24'
PEFOOMICULAR TO FLOOR
(6 EA. BRACE)W(2)
a 4. D.C.
O.C.V#(2)0.I4Irx3.I/4*
-r-PLATE-(2)
R OWS OF 0.1 x3*
TOE -NAILS BOTTOM
0-141rxTNAILSQr
NAILS @ 3* O.C. NOTE:
(2) SIMPS LSTA24
D.C. (NOTCHED 0 2,S
VERTICAL LOCATIONS).
STIFFNER TO BE
STRAP (I EA_ SIDE OF
NOTCH SILL AND
FLUSH W OUTSIDE OF
STUD) EVERY 4er D.C.
PLYV40W LOORING
TOALLQWVERTICAL
BOTTOM CHORD
FLOOR BEAM CONDITION
TO SLIDE DOWN TO
FACE OF WOIST
2XSVERTICALAND
ATTACH 26VERTICAL L-SRACE 0 6-0 D.C. &
TO WOIST W (3) Y.' x 3" 6 ANY OPENING
SECTION @ HANDRAIL W/ F-QUA-LLY I -MST SEE PLAN
SPACE NTEREDIN
FLOOR BEAM CONN. I-IOISTT OUTSIDE
SCALE: W - 1'4r FACE OFOOIST 804GLE I JOIST PARALLEL TO FLOOR
PARTYWALLOR -
MAKE PANELS WIDTH E R WALL SEE
OF ELEVATOR DOOR PLAN
MIN Ir BEARING FOR
CENTER PANEL ALL
OTHE PANELSTO
BEAR ON LEDGERS
2XS 02 SPF CONT. -
LEDGER W(2) WX
3-12' SOS SCREWS 0
RIMBOARD
11" 0 C. MAX INTO
STUDS OR FLOOR
2XS#2SPFJOISTS@12'
SYSTEM TYP EACH
D.C. WW (3) 0.16r. 3-10
END UNDER
END NAILS FROM RIM
PLATFORM
JOIST TO JOISTS W 2)(S
MID SPAN BLOCKING
7--/
SEE PLAN .
ADDITIONAL WARING
WALL INFORMATION
ELEVATOR TEMP. FLOOR
SCAM, SW- 1*4r
FLOOR SYSTEM
MIN. 7116'SHEATHING W
RSRS-01 (0.131-.2-IM
RING SHANK NAILS 0 S'
0 ONEDGEANDIT
D.C. IN FIELD
ATTAC PLATFORM TO
LEDGER W19"X3-IrZ
SDS SCREWS 0 12-
D.C. ON ANGLE TYP.
CONTRAC TO
CONSTRUCT PANEL
TO SLIDE INTO TH
ELEVATOR SHAFT
THRU DOOR OPENING,
14. t2 -THSMAYVARY.
PANELS I AND 2 TO BE
INSTALLED AND
SHIFTED OUT TO
ALLOWFORPANEL3
(WHICH IS LONGER) TO
BE INSTALLED LAST
PLATFORM LAYOUT AND WILL AID LOCKING
EVERYTHING
TOGETHER.
DIIJD�P JNG W1 (2)
48 :� BLOCK
1W TOE-NAJ
MINWIWFLOOR - PLATFORMIDETAIL
SHEATHING
MIN. 7116' SHEATHING W?
RSRS-01 (0.131-4-30) PARTY -OR
RING SHANK NA" ce, ELEVATO WALL SEE
D.C. ON EDGE AND 17 PLAN
D.C. IN FIELD
2)(6#2SPFrONT. -
LEDGERW(2)IWX
3-1Z SDS SCREWS 0
RIMBOAJID
11ro.c.MAXINTO
STU SORFLOOR
2XS#2 SPF JOISTSSI 12-
SYSTEM TYP EACH
O.C,W(3)0A6T 3AW
END UNDER
END N LS FROM RIM
PLATFORM
JOIST TO JOISTS W/ 2X6
MID SPAN BLOCKING
:!�-Z
SEE PLAN FOR
ADDITIONAL BEARING
WALL INFORMATION
rSTO5� ELEVATOR TEMP. FLOOR
SCAlE:*
SW - 11' W
ATTACH PLATFORM TO
LEDGER IN IW X 3- r2'
BIDS SCREWS 0 17
O.C. ON ANGLE TYP.
MID SPAN BLOCKING
W(2)0.I4S`x3-IW
V-
2)(6 #2 SPF RIM BOAR ---
W(3)oISTx3-1fZ
NAILS INTO JOISTS
MIN 71W FLOOR - PLATFORM DETAIL
SHEATHING
INA #2
RPFGIZ'
D.C.
2X6 #2 SPF
@ 12- O.C.
0
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SCALE: AS VIDICATED
ST1
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LI-C. Any use, duplication, or transfer of these documents without the eVressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
ProducLs
PlotID
Length
ProducL
Plies
NeL
Oty Fab Type-
FJI
20-00-00
16" BCI
45OOs-1.8
2
16
MFD
FJ2
5-00-00
16" BCI
4500s-1.8
2
16
MFD
FJ3
20-00-00
16" BCI
60OOs-1.8
1
88
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FJ4
20-00-00
16" BCI
60OOs-1.8
1
16
MFD
FJ5
16-00-00
16" BCI
60OOs-1.8
1
56
MFD
FJ6
4-00-00
16" BCI
60OOs-
I �8 1
8
MFD
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12-00-00
1- 1 /8" x
16" BC
RIM BOARD OSB 1
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15EARING HEIGHT 56HEDULE
I j
Hanger List
H1 HTU26
H2 IUS3.56/16
H3 IUS2.37116
NOTE5:
1.) REFER TO HID qj (RECOMMENDATIONS FOR
HANDLING INSTALLATION AND TEMPORARY DRACING.)
REFER TO EN61NEEREP PRAWIN65 FOR PERMANENT
DRA6IN6 REOUIRED.
2.) ALL TRUSSES (INCLUDING TRU%E5 UNDER
VALLEY FRAMIJ MUST DE COMPLETELY
E
DECKED OR REFE TO DETAIL V105 FOR
ALTERNATE DRACIN65 REQUIREMENTS.
3.) ALL VALLEYS ARE TO DE CONVENTIONALLY
FRAMED DY DUILDER.
4.) ALL TRUSSES ARE DE516NE FOR Tax.
MAXIMUM 5PACIN6, UNLE55 OTHERWI12E NOTED.
5.) ALL WALL5 SHOWN ON PLACEMENT
?LAN ARE CONSIDERED TO DE LOAD
DEARIN6. UNLESS OTHERW15E NOTED.
6.) SY42 TRUSSES MUST DE INSTALLED
WITH THE TO? DEIN6 UP.
7.) ALL ROOF TRUSS HANGERS TO DE SIMP50N
KU26 UNLE56 OTHERW15E NOTED. ALL
FLOOR TRUSS HAN6ER5 TO DE 5IMF50N
THA422 UNLE55 OTHERW15E NOTED.
6) DEAWHEADER/LINTEL R) TO DE
FUIN15HED DY VULPEr
15HOP PRAWINIG AFFROVAL
TH15 LAYM 15 THE SOLE SOURCE FOR FADRICATION OF
Tffj5E5 AND VOIDS ALL PREVIOUS AUTECTURAL OR OTHER
TRUSS LAYOUTS. REVIEW AND APPROVAL OF THIS LAYOUT MUST
DE RECEIVED DEfOfE ANY TRUSSES WILL DE DUII.T. VERIFY ALL
CONDITIONS TO WW AGAINST aW5 THAT WILL RESULT
IN EXTRA GHAR6E5 TO YOU,
104WId DdWY P-91
::44 Ap"od by: PM
Builders
FirstSource
Orlando
PHONE: 407-&51-2100 FAX: 407-8-51-7111
Flant Gity
PHONE: 813-75q-5q5l FAX: 613-752-1532
Stadight Homes
PEL:
Tyson TH 81JInit A
6UAM%:
Lot 133-140 Bldg 19
If: Ty—:
12-8-23 1 Rick
Products
DEARIN6 HE16HT 56HEDULE
PloLID Length Product Plies Net Oty Fab Type
FJI 20-00-00 16" BCI 4500s-1.8 2 16 MFD
FJ2
5-00-00
16" BCI
4500s-1.8
2 16
MFD
FJ3
20-00-00
16" BCI
60OOs-1.8
1 88
MFD
FJ4
20-00-00
16" BCI
60OOs-1.8
1 16
MFD
FJ5
16-00-00
16*' BCI
60OOs-1.8
1 56
MFD
FJ6
4-00-00
16" BCI
60OOs-1.8
1 8
MFD
RMI
12-00-00
1-1/8" x
16" BC RIM BOARD OSB 1 81
FF
Bk1
2-00-00
16" BCI
60OOs-1.8 1 80
FF
Hanger List
HI HTU26
H2 IUS3.56/16
H3 IUS2.37/16
NOTE5:
1) REFER TO HID In (RECOMMENDATIONS FOR
159-08-00
HANDLING INSTALLATION AND TEMPORARY DRALING.)
5-00-00
10-'0-00 ...
3-09-04 19-08-00 1
19-OB-00 19-00-100
19-08-M
19-OB-M
19-08-M 3-09-BA7L 10-00-M 5-00-OB
REFER TO ENGINEERED DRAWINGS FOR PERMANENT
BRACING REQUIRED,
2.) ALL TRUSSES (INCLUDING TRUSSES UNDER
u
81
1
- -
T— —
1
1
-
�::
—
CIA
H
T
ClF —
can
—
3.) ALL VALLEYS ARE 10 Of CONIVENTTIONAILLY
—
—
FRAMED BY BUILDER.
C3A
4) ALL TRUSSES ARE DE516NED FOR 2' o.c.
MAXIMUM 5FACIM, UNLE55 OTHERW15E NOTED.
5.) ALL WALL5 SHOWN ON PLACEMENT
PLAN ARE CON51DERED TO BE LOAD
BEARING, UNLESS OTHERW15E NOTED.
6.) 5Y42 TRU55ES MUST BE INSTALLED
WITH THE TOP BEING UP.
7.) ALL ROOF TMJ55 HANGERS TO BE SIMPSON
HTU26 UNLE55 OTHERWISE NOTEP. ALL
FLOOR TRU55 HANGERS TO BE SIMPSON
.
. .
fill
a
THA422 UNLESS OTHERWISE NOTED.
6.) DEAM(HEADER/LNTEL TO BE
rR)
FUIN112HED BY DUILDE .
C
)HOF PRAWIN6 APPROVAL
THIS LAYOUT 15 THE 5XE WCE FOR FABRICATION OF
TW%ES AND VOIDS ALL FKEYM AtHITECTUEAL OR OTHER
TW% LAYOUTS. REVIEW AND APPROVAL OF T45 LAYOUT MhT
BE RECEIVED BEFORE ANY TIM21A5 WILL BE KET. VERIFY ALL
CONDITIONS TO V51A AGAINST (+ME5 THAI WILL RE%(T
IN EXTRA CMR6E5 TO YOU.
C3A
CIA
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Builders
19-08-00
19-08-00
19-OB-00
19-m-oo
19-00-00 19-off-03
19-@B-oo
RAFirstSource
159-08-00
Orlando
PHONE: 407-&51-2100 FAX: 407-Ml-711
plant City
PHONE: 813-75q-5q5l FAX: 613-752-1532
Stadight Homes
PEL:
Tyson TH 8Unft A
44 upa%:
Lot � 33-140 Bldg 19
IT: 12-8-23 j"AR"i'cy:k_
DESCRIPTION: LOT(S) 133-140 TYSON TOWNHOMES, ACCORDING
TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 9 1,
PAGE(S) 130-135, OF THE PUBLIC RECORDS OF PASCO COUNTY,
FLORIDA.
LOT
= 14376 SO. FT.
LIVING AREA
= 4858
SO. FT.
ENTRY
= 249
SO. FT.
GARAGE
1771
SO. FT.
COVERED LANAI
X)Q(
SO. FT.
PATIO
320
SO. FT.
POOL AREA
XXX
SO. FT.
CONC. DRIVE
1344
SO. FT.
A/C & CONC PAD
= 72
SO. FT.
SIDEWALK
= 278
SO. FT.
SIDE YARD SWALE
= XXX
SO. FT.
CONSERVATION AREA
= XXX
SO. FT.
LOT OCCUPIED
= 62
%
AREA TO IRRIGATE
= 38
%
LEGEND:
PROPOSED DRAINAGE FLOW
+ 00.00 -PROPOSED GRADE
PROPOSED:
MINIMUM FLOOR ELEVATIONS:
LIVING AREA: 100.37'
GARAGE AREA:
ELEVATIONS REFERENCED TO
NORTH AMERICAN VERTICAL
DATUM OF 1988
0
SITE PLAN
(NOT A SURVEY)
This SITE PLAN Prepared for and Certified To:
Starlight Homes
13 2
99.7'
0
cz5xob
133
13P
b
OR
13
b,
0-
NOTES:
136
'A
14C
TRACT '134"
(HOA') OPEN SPACE &
PARK AREA(P)
137 Owl
0L
138
OP. 000
S
139 w-
140���
99.7
14c'
TRACT 'B-3"
(HOA) OPEN SPACE &
PARK AREA(P)
S 25-0Er07- EJP)
17.38(P)
SEC. 2, TWP. 26 S, RNG 21 E.
PASCO COUNTY, FLORIDA
(TYSON TOWNHOMES)
Scale: I " = 30'
102
55' 11.07(P)
S 00- 16'52- W(P)
1�9.7 -----
101
101
LOT GRADING TYPE -N/A -0
PROPOSED PAD ELEVATION - 99.70' 19 =WATER METERS
FRO1\lT SET BACK - 20' 10'UTILrry& SIDEWALK EASEMENT
SIDE SET BACK - 10' PROPOSED ELEVATIONS AND GRADING
REAR SETBACK= 15' SHOWN HEREON ARE TAKEN FORM THE
ENGINEERING PLANS OF
"CLINTON CORNER SUBDIVISION", PREPARED
PvtmArnpurivii
SEE
APPARENT FLOOD HAZARD ZONE:X* COMMUNITY NO. 120235
(MAP NUMBER 12 10 1 C-0456-F) EFFECTIVE DATE: 09/26/2014 1
BY CLIENT
1
SURVEY ABBREVATIONS
A) - ARC LENGTH
(D) - DEED
INV = INVERT
PC - POINT OF CURVE
(R) - RECORD
LEGEND
AIC - AIR CONDITIONER
D.E- DRAINAGE EASEMENT
LB =UCENSED BUISNESS
PCC - POINT OF COMPOUND CURVE
RNG - RANGE
VINYLFENCE
� "" 4, 4 = CONC
AF - ALUMINUM FENCE
EL OR ELEV - ELEVATION
L.E LANDSCAPE EASEMENT
PCP - PERMANENT CONTROL POINT
RRS = RAIL ROAD SPIKE
BFE BASE FLOOD ELEVATION
Eop EDGE OF PAVEMENT
LFE LOWEST FLOOR ELEVATION
P/E = POOL EQUIPMENT
R/W = RIGHT OF WAY
SM BENCH MARK
C -
ESM� - EASEMENT
LS - LICENSED SURVEYOR
PG = PAGE
SEC = SECTION
WOOD FENCE
ASPHALT
F/C - FENCE CORNER
IM) - MEASURED
PI - POINT OF INTERSECTION
SN&D = SET NAIL AND DISK
-URVE
(C) CALCULATED
FCM - FOUND CONCRETE
MES = MITERED END SECTION
PK -PARKER KALON
LB#8183
,L - CENMRLINE
MONUMENT
NCF = NO CORNER FOUND
t - PROPERTY LINE
SIR - SET 112- IRON ROD LB# 8 183
CHAIN LINK FENCE
CLF - CHAIN LINK FENCE
FIP - FOUND IRON PIPE
O/A - OVERALL
POS - POINT OF BEGINNING
TBM - TEMPORARY BENCH MARK
BRICK
CMP - CORRUGATED METAL PIPI
FIR - FOUND IRON ROD
OHW - OVERHEAD WIRE(S)
POC = POINT OF COMMENCTMENT
TOB - TOP OF BANK
COL -COLUMN
CO NC - CONCRETE
FN&D 0 LIND NAIL & DISK
O.R. = OFFICIAL RECORDS
POL - POINT ON LINE
TWP - TOWNSHIP
ALUMINUM FENCE
C/S - CONCRETE SLAB
.;F
FOP OUND OPEN PIPE
IP) = PLAT
PRC - POINT OF REVERSE CURVE
U.E - UTILITY EASEMENT
COVERED
CST -CLEAR SIGHT TRIANGLE
FPP - FOUND PINCHED PIPE
PB - PLAT BOOK
PRM - PERMANENT REFERENCE MONUMENTI
VF - VINYL FENCE
JOB #
SURVEYOR'S NOTES:
SURVEYOR*S
CERTIFICATE
1708 Water Oak Drive
1.) Current title information on the subject property had not been This certifies that sketch of the hereon described Tarpon Springs, Florida S
TW UN Tw. Lh
Date of Plan: 11-28-23 furnished to Initial Point Land Surveying, LLC. at the time of this property was supervision and Phone: (727)-831-1990 MOM RG.I.E.
DWG7L 133-140 TSYON SITE PLAN meets the! 1 .1 WA f Practice for FloridaPLS7123C&gmaii.com .1 S' IS
RaT.E.
TH-SITE CWC 2.) This sketch was prepared without the benefit of a title search. surveys I card of Land LB# 8 183
No instruments of record reflecting ownership, easements or Urve ned
File: rights -of -way were furnished to the undersigned, unless otherwise Is I
Drawn by. DJB shown hereon. P t n rtle)
3.) Roads, walks, and other similar items shown hereon were taken SFtaties
Checked byJH from engineering plans and are subject to survey. .1 13C
4.) This SITE PLAN does not reflect nor determine ownership.
REVISIONS 5.) This SITE PLAN is subject to matters shown on the Plat of Hb h J E&7:5 A 5'00'
7YSON TOWNHOMES" L.
Jeff I oDee
6.) Dimensions shown hereon are in feet and decimal portions FLORI Liao J R AND
thereof MAPPER V
7.) Contractor and owner are to verify all setbacks, building
'Mi ORIGINAL
dimensions, and layout shown hereon prior to any construction, NOT VA 111) W17AIII"PT
and immediately advise Initial Point Land Surveying, LLC. of any SIGNATURE AND SEAL OF A FLORIDA
deviation from information shown hereon. Failure to do so will be LICENSED SURVEYOR AND MAPPER Initial Point Land Surveying, LLC.
at user's sole risk. I