HomeMy WebLinkAbout6130-6164 Pina Colada StINDEX
GENERAL NOTES:
LOT 90 - PULSAR'NR' 9-PLEX BUILDING - B
1
CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE BUILDER FOR
.
FL0.1.10 SLAB PLAN W A0.1.1 SLAB PERIMETER PLAN 944M
FL1.11 FLOOR PLAN W A0.12 SLAB PERIMETER PLAN 944M
JUSTIFICATION AND/011 CORRECTION BEFORE CONTINUING WITH WORK CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THATARE NOT REPORTED TO
FLIAIA FLOOR PLAN OPTIONS A1.1 r RST FLOOR PLAN 944M
THE BUILDER.
FL 4. 11 SECTIONS A 1.1.1 F:RST FLOOR PLAN 94" 2.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES, REGULATIONS, AND FHA/VA MPS.
FL&II ELEVATIONS W A 2.1 SECOND FLOOR PLAN 9-PLEX
FL&13,10 ROOF PLAN W A2. 1.1 SECOND FLOOR PLAN 941EX 3 *
ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED.
FL&jI UTILITY PLANS W AIL I ELEVATIONS 9440( 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
A 5.1.1 ELEVATIONS 944M
LOT 91 - PULSAR'BR' A S I ELEVATIONS 9-PLEX
ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES.
5.1.2
A E VATIONS 9-PLOC 5
-.,'A
CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS.
FLD.I'l SLAB PLAN T A; ELEVATIONS 94LEX 6*
IF BACKFILL EXCEEDS 4'AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE.
FL 12 FLOOR PLAN Ir A 5.1.5 ROOF PLAN 944" 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 1.2.1 FLOOR PLAN OPTIONS A 5.1.6 ROOF PLAN 94n.EX
WHERE APPLICABLE.
FL 42 SECTIONS
FL 52 rLEVATONS V 8.
DETAIL SHEETS
ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS OCCURRING DUE TO A
FL5.1&1 ROOF PLAN V
WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC.
FIL 6.2 UTILITY PLANS Ir D-1 DETAILS 9.
THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY
D-2 DETAILS
LOT 92 - PULSAR V
AND SAFE STRUCTURE.
D, DETAILS 10.
EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B C.R. 4TH EDITION (2020) RESIDENTIAL AND
FI-0.1.9 SLAB PLAN V DA DETAILS
D-5 DETAILS
STM G 1063. ALL LATH AND RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11,2 INCH 11 GAUGE NAILS HAVING A 7/16 INCH
FLIAO FLOOR PLAN V
HEAD. OR 7/8 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 FLOOR PLAN OPTIONS
FL 4. 10 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
FL 5. 10 ELEVATIONS V
GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-112 INCHES SHALL BE PROVIDED
FL 5.13 ' 9 ROOF PLAN V
AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE
FL 6, 10 UTILITY PLANS V
THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. STUCCO APPLICATION AND CURING PER
LOT 93 - PULSAR'AR'
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
FLOA SLAB PLAWN
SIZES OR WALL THICKNESS ARE TO BE CONSIDERED"NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED.
FL 1.1 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 11.1 FLOOR PLAN OPTIONS
FL�.l SECTIONS
7TH EDITION (2020), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES.
FL &I ELEVATIONS W 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
MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44"ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM.
F I
L LITLITY PLANS W 14.
ASPHALT SHINGLES (IF APPLICABLE):
LOT 94 - PULSARY
WIND RESISTANCE OF ASPHALT SHINGLES - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R906.2.6.1.
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. 1.9 SLAB PLAN V
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. 10 FLOOR PLAN V
FL 1.10.1 FLOOR PLAN OPTIONS
WITH ASTM D 226, TYPE I OR TYPE 11, ASTM D 4869. TYPE 11 OR TYPE IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE W
. ffH SECTION R905.1 1. FOR ROOF SLOPES
FL 4. 10 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
FL5.10 ELEVATIONS V
IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.1 1.
FL& 1&0 ROOF PLAN V
15.
TERMITE TREATMENT WILL BE DONE USING SENTRICON TERMITE BAITING STATIONS AND AND SHALL BE IN ACCORDANCE WITH FBC(R), SECTION R318 AND ALL
FL6. 10 UTILITY PLANS
RELATED SUB SECTIONS.
LOT 95 - PULSAR'S 16.
UTILITY EASEMENT: USE OF THE SUBDIVISION FOR UTILITIES, INCLUDING BUT NOT LIMITED 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
FL 0. 1.6 SLAB PLAN,r
*.r
EASEMENT OVER, UPON AND UNDER THE LOTS (INCLUDING BUT NOT LIMITED TO THE UNITS) AND THE COMMON AREAS (EXCLUDING THE CONSERVATION AREAS) FOR
FL 1.7 FLOOR PLAN
FL 1 .7. 1 FLOOR PLAN OPTIONS
THE INSTALLATION, OPERATION AND MAINTENANCE OF UTILITY IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO ELECTRIC LINES, WATER AND SEWER PIPES,
FL 4,7 SECTIONS
TELEPHONE LINES, COMMUNITY AND / OR CABLE TELEVISION AND SECURITY AND OTHER COMMUNICATION LINES, EQUIPMENT AND MATERIALS AND OTHER SIMILAR
FL 5.7 ELEVATIONS.r
TELEVISION. RADIO AND SECURITY CABLES AND ALL FUTURE TECHNOLOGICAL ADVANCES NOT NOW KNOWN), FOR SERVICE TO THE LOTS AND OTHER PORTIONS
FL5.13.6 ROOF PLAN %r
OF THE SUBDIVISION, PROVIDED THAT NO OWNER 'S NORMAL RESIDENTIAL USE OF SUCH OWNERS UNIT SHALL BE INTERFERED WITH IN ANY UNREASONABLE
FL &7 UTILITY PLANS',r
MANNER.
LOT 96 - PULSAR'KR' 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
FLOA ' 7 SLA13 PLAN IC
FL 1.8 FLOOR PLAWIC
DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED.
FL1.&I 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 4.8 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 5.8 ELEVATIONS IC
FL5.1&7 ROOF PLAN
OR I -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE
FL 8.8 UTILITY PLANS,IC
0A T OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS.
LOT 97 - PULSARV
IN. SHALL
ING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS. AT ALL CHANGES IN ROOF SLOPE OR
IG owcx
FLOAS SLAB PLAN%` %OLL
FL 1.9' u L JR014960m,
FL 1. 1 =R PP= foolval
%7o
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
OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SH ALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL
I
FL 4.9. SECTIONS vC00E,
I R
FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R703.8.
FL5.: ELEVATIONSIt" SY-C
WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION
FL5.1&8 ROOF PLAN
==;Wqt_LCqy0FzjElP
INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW.
FL&9
we 21.
ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT
LOT 98 - PULS�W. rmilr-S
THE TIME OF APPLICATION FOR PERMIT.
MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION,
FLO.1.11 SLAB PLAN XY 0Kull14r%l_
'a
OTHER APPLIANCES,*iR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED. REPAIRED, OR REPLACED. A LEVEL
FL 1.12 FLOOR PLAN
FLI.12.1 FLOOR PLAN OPTIONS
WORKING SPACEAT 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.
FL 4.12 SECTIONS 24
DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED A MIN. #26
FL&12 ELEVATIONSa 0
r�i I
GAUGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
FL&1&11 ROOF PLAN0
DAT
FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 MM) ABOVE THE FINISHED GRADE AND SHALL ALSO
FL&12 UnUTYfMXf IFEW Hl
CONFORM TO THE MANUFACTURERS INSTALLATION INSTRUCTIONS.
OF
Cl
AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING
COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE
ft.,
PLAN EV'� N
APPLICABLE PROVISIONS OF SECTIONS M1411.3.
THIS PROJECT MUST COMPLY WITH: 2020 FLORIDA BUILDINIIG CODE RESIDENTIAL - 7TH EDITION, FLORIDA FIRE
PREVENTION CODE 7TH EDITION (THIS INCLUDES THE FLORIDA SPECIFIC
EDITION OF 2018 NFPA I UNIFORM FIRE CODE,
AND 2018 NFPA 101 LIFE SAFETY CODE). NFPA 10, 2018 EDITION, STANDARD FOR PORTABLE FIRE EXTINGUISHERS. NFPA
13D, 2016 EDITION, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN ONE- AND TV00,FAMILY DVW-LLINGS
,AND MANUFACTURED HOMES. NFPA 70,2017 EDITION, NATIONAL ELECTRICAL CODE. NFPA 72,2016 EDITION, NATIONAL
FIRE ALARM AND SIGNALING CODE. NFPA 90A, 2018 EDITION, STANDARD FOR THE INSTALLATION OF AIR-CONDI-nONING
AND VENTILATING SYSTEMS. 2020 FLORIDA BUILDING CODE ENERGY CONSERVATION, 7TH EDITION. 2020 FLORIDA
U: � CODE MECHANICAL, 7TH EDITION. 2020 FLORIDA BUIDLING CODE PLUMBING, M EDITION. 2020 FLORIDA
U LD NG CODE FUEL GAS, 7TH EDITION.
OCCUPANCY� RESIDENTIAL - R3
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9-PLEX B
LOTS 90-98
PLAN 1386 PULSAR SF
TOTAL BUILDING SF
NAME
AREA
-------T
NAME
AREA
FIRST FLOOR
15M SF
FIRST FLOOR
14OW SF
SECOND FLOOR
1798 SF
SECOND FLOOR
16525 SF
HEATED 1396 SF
HEATED 11383SF
GARAGE
226SF
GARAGE
11771 SF
132 SF
PORCH
1249SF
V. PORCH
1 80 SF
PATIO / COV. PORCH
1 "0 SF
338 SF
JUNHEATED
Cz
+
0
ISSUE DATE:
11.03.2023 FOR
REVIEW
REVISIONS:
These drawings am the
properly of Stailight
Homes and are not to be
utilized for cImsowtion, or
copied in part or in whole
wftut permission from
lhe builder. 9 2023
Stadiaht Homes
I LAST REVISION I
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WALL LEGEND
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FILL HEIGHT
2X4 WOOD STUID PARTITION 2XS WOOD STUD PARTITION
STONE VENEER DRYWALL OPENING HEIGHT
AS NOTED ON PLAN
ENCK VENEER
STUD WALL BELOW
HEIGHT AND STUD SIZE AS NOTED
FLOOR PLAN KEYNOTE LEGEND
I
HOME TO GARAGE FIRE SEPARATIMi GARAGE&IOUSE SEPARATION AT VERTICAL SURFACES SHALL BE
PROTECTED WITH ONE (1) LAYER 11r GYPSUM BOARD. GARAGEMOUSE SEPARATION AT HORIZONTAL
SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER SW TYPE -r GYPSUM BOARD
2
HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1308* SOLID CORE DOOR OR APPROVED 20 MINUTE
RATED DOOR
3
BENEATH STAIRS AND LANDINGS. Ur GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED
ACCESSIBLE AREAS
8
ATTIC ACCESS LARGE ENOUGH To REMOVE LARGEST PIECE OF EOUIPMENT BUT NOT LESS THAN
30-AW.FIRERATED COESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH
TRUSSES (26 1,T)CZ.ASIZE)
.9
E SAFETY GLASS
ill
i HEIGHT AS NOTED
H
ROOMOD
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jSUDE4N ELECTRICAL RANGE W1 HOOD AND MICRO ABV. VENT PER MANUFACTURERS WRITTEN
INSTRUCTIONS
EGRESS
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BED
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3050 SH 3050 SH SEE COMPOSITE
DRAWINGS FOR
LOCATION OF
ADJACENT LINT
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9'-8 Iffl- V-10 V2-j DRAWINGS FOR
LOCATION 3F
ADJACENTCUMT
SECOND FLOOR PLAN ELEV'N'
I �/r� I ]� AT �;2Z ��YZ lfir = l'-Q'AT 1 1"X ir LAYOUT
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ISSUE DATE:
11.03.2023 FOR
REVIEW
REVISIONS:
.1'r.. VERIFY
LOCATION
IN FIELD
PATIO
4'-7 11r 8,0 Irr W-r These &awkW are ft
am To D. SEE COMPOSITE pmpeq of Staftht
DRAWINGS MR Homes and are not to be
LOCATION OF
OSE ESO M ADJACENT LINT utilized for cDnsbwWn, or
FL
copied in pw or in whole
wilhout permission from
1he builder. 0 2023
FAMILY RM SUftht Homes
LAST REVISION
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FIRST FLOOR PLAN ELEV IN'
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ISSUE DATE:
11.03.2023 FOR
REVIEW
REVISIONS:
LOT 90
12 12
5� �5
These dr2Wl'IgS are the
property of Starlight
Homes and are not to be
uh7zed for construction, or
ROOF TRUSSES PER ---
STRUCTURAL ENGINEER
copied In part or in whole
without permission from
the builder. 0 2023
Staftht Homes
Ilk 2ND F44Gli�S. ——— — —— —_—— — --
F�wow.
LAST REVISION
BED 2 OWNER'S
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SHEET NO:
FL 4.11
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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
FVPON OR EQUIVALENT LOWERED VENT, SIZE AS NOTED
E9
CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST
BE INSTALLED AT ALL ROOFIWALL INTERSECTIONS
E12
FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 84x4 CORNER TRIM BOARDS
E13
FIBER CEMENT UP SIDING PER DEVELOPER W/ 5/4.4 CORNER TRIM BOARDS
EIS
FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 18" O.C. (VINYL BOARD AND BATTEN
SIDING)
E18
1X FIBER CEMENT TRIM OR EQUAL, UN.O. SIZE AS NOTED
E17
FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN SIZE AS NOTED
* = EGRESS
ALL WINDOWS WHOSE OPENING IS LESS T
THE FINISH FLOOR AND WHOSE OPENING
72" ABOVE THE OUTSIDE WALKING SURFAI
WINDOW OPENING CONTROL DEVICES CO
FLORIDA BUILDING CODE TTH EDITION (20:
LEFT ELEVATION 'N'
3
1/4' = t'-D' AT 22"ICi4" LAYOUT 1/S' = T•D" AT 1P X 1T LAYOUT
FL QAJ
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FL V16�
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FRONT ELEVATION 'N'
t/4" =1'-D' AT 22"Xi!' LAYOUT 1B' = t'-D" AT 11' X 1T LAYOUT
LOT 90
FyO�
Fl 1d�
epu ao t
REAR ELEVATION 'N'
2
1/4" =1'-O' AT 27K94" LAYOUT LS' =1'-D" AT 11' % iT LAYOUT
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+- W
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O
I
ISSUE DATE:
11.03.2023 FOR
REVIEW
REVISIONS:
These drawings are the
property of Starlight
Homes and are not to be
utilized for corahuction, or
copied in part or in whole
without permission from
the buffer. 9 2023
Stadight Hanes
LAST REVISION
ttuffm
2
w
SHEET NO:
FL 5.11
+ w
0
ILOT 901
ISSUE DATE:
11.03.2023 FOR
WPMR a
PATIO A/C COND. 3
A/C
WP/GFl
RE IEW
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REVISIONS:
FAMILY RM
OWNER'S
BED
TV-4
R PER
��IFAN
LOCAL BUILDING
CODE
These drdwkW are the
.
pw"ofsww
. . . . . .
DISHWASHER
Homes and are not to be
for
2 TfO
DISPOSAL
KITCHEN
utized constructim, or
coplecl in W or in wh*
from
N—
wkhout permission
the buW. 2023
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MICROWAVE
SEPRAVNICEEL
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Staftht Homes
LAST REVISION
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REC. PU 4P.
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Its
STANDARD ELECTRICAL BOX HEIGHTS TOUGHT/ 7
-SWITCH-30A. EL -r
BELOW
WIC KEYLESS
WATER HEAl ER
SERVICE PANEL
SIZE AND LOCATION
IN .................. . .......
GARAGE
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PER 8, ILDERS
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Sp "
SPECIFICATIONS
AND LOCAL CODES I
LECT
ELECTRIC METER
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TELEVISION
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INOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT
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0
SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES
SECOND FLOOR PLAN'N'
FIRST FLOOR PLAN'N'
P:
OVER BATH CABINETS OVER KITCHEN CABINETS
1:� �ATZ �Z I'-0` AT I I* X lr LAYOUT
1/4" - I 7'AT 22%0�1�YZ 1*-(r AT I I"X I r LAYOUT
NOTES:
LEGEND:
PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES
PROVIDE AND INSTALL REQUIRED
cELmm
ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS BY NATIONAL ELECT—
CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.
����WTLRT
W��WSLVPOFM
ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS.
FANOUGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED *SUITABLE FOR WET OR DAMP LOCATIONS.'
ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEHW BY OTHERS+ THE
MDETEC"
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT
PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 009 DETECTORS AS REQUIRED BY
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING 11-E REOUREMENTS OF ALL GOVERNING CODES.
Q
�TAT
PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELEC74CAL
CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.
w�w—
ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK4.IPSICUTOFFS.
Bag"
HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS.
ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, AIC UNITS. ELECTRICAL PANELS, SAM i�
DRAIN TILE BLIMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS.
E�L
SHEET NO:
PROVIDE POWER. UGJ-ff AND SWITCH AS REQUIRED FOR ATTIC FL*WICE PER CODE AND MAJ&FACTUREFrS
.
TAU LOCALLY CERTIFIED SMOKE DETECTORS AM 002 DETECTORS. UMTS MUST BE
FL .11
=A071INS
E NTERCONNECTED AND PROVIDE BATTERY BACK-P.
%
AL%
C)
0:
I GENERAL FOUNDATION NOTES: I
THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY.
SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BULDING - TYPICAL
SLOPE GARAGE FLOOR Ifir PER FOOT TO GARAGE DOOR OPEMNG.
VERIFY CURB OJT SLOCKOUT WITH GARAGE DOOR MANUFACTURER.
REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS.
FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS
REPORT FOR ANY SPECIFIC REQUIREMENTS.
REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THIMESS, AND
INFORMATION NOT SHOWN ON THIS PLAN.
PLUMIDING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION.
VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS. WATER OR ELECTRIC,
VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES.
7 314* MAX AT 04SWM DOORS.
TYP STOOP AT INSWINGfSUDER DOOR$: 3r DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM.
(PER 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SUP4:ESISTANT FINISH.
FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH
3" DIA CONCRETE FILLED STEEL PIPE EMBEDDED IWO CONCRETE FOOTING.
WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED
SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE
REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC,
REFER TO STRUCTURAL
DRAWINGS FOR ALL
FOUNDATION DIMENSIONS
FOUNDATION KEYNOTE LEGEND
I A�U.NE OF SLAB ABOVE
L
�Q ILINE OF FRAMED WALL ABOVE
FOUNDATION WIDENS
AT SITE SPEC4FIC
CONDITIONS
7 IrZ*l
ILOT 91]
1w 1014" 9-4 IQ"
PATIO SLAB
14
4-§
==!t
MAIN SLAB
NOTE: EXTERIOR WALLS ARE DIMENSIONED TO
OUTSIDE FACE. GRADE BEAMS AND APPLIANCES
ARE DIMENSIONED TO CENTER LINE.
[NOTE. LOCATED GRADE PFFUFY ALL MADE
ALL LOW IBEAM LOCATIONS I
IUNDER
BEARINGWALLS R To POURING
F19DNCRETE
JOR
Flu
W,
3ARAGE SLAB
JF�
FREINFORCE PER LOCAL�
AM ENG"'EMS
l:ME
PE---- . .... ... ...
-------
10'r 81-7"
[14-
9'CURS AT EXTERIOR
1
GARAGE WALLS, SEE
STRUCTURAL
--1 -7 lrZ 111-7" V-7 1&�
81-1*
7 Ire -
SLAB PLAN'B'
0 -Y
114:51;�AT �Z LAYOUT 110" = I-(r AT I I'X 17* LAYOUT
PORCH SLAB
FiINIFIORCE PER LOCALl
IO'IE AND=11EERS
C.E.IRCA
CM
+
0
MCC
I --
CAI
I UE ATE,
I 1!OS3.2OD23 OR
REVIEW
R ---1
EVISION&
These drawings are the
property of Staftht
Homes and are not to be
utilzed for conowtion, or
copied in part or in whole
without permission from
ihabuilder. 0 2023
Starlittht Homes
LMT REVISION
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x
cm
W
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ISSUE DATE:
11.03.2023 FOR
REVIEW
REVISIONS:
LOT 91
12 'Z
S� Q5
These drawings are the
Property of Sta vd
Homes and are not to be
utilized for construction, or
RooF TRusses PER
STRUCTURAL ENGINEER -
it part si to from
without permission from
without
the builder. 0 2023
Homes
�Starlight
2F4� _____ _ __ —_— — _—
LAST REVISION
r
BED 2 OWNER'S
BED 4 m
FLOOR FlN. FLR. _ _ _ _
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SHEET NO:
FL 4.2
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 LOUVERED VENT, SIZE AS NOTED
Ee
CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST
BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS
E12
FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4.4 CORNER TRIM BOARDS
E13
FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS
EIS
FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 18' O.C. (VINYL BOARD AND BATTEN
SIDNG)
E78
IX FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED
E17
IFALSE WOODNINYL SHUTTERS TYPE AS SHOWN SIZE AS NOTED
* = EGRESS
ALL WINDOWS WFOSE OPENING IS LESS THAN 24' ABOVE
THE FINISH FLOOR AND WHOSE OPENING IS GREATER 7W W
72' ABOVE THE OUTSIDE WALKING SURFACE MUST WIVE
WINDOW OPENING CONTROL DEVICES COMPLYING MATH THE
FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL
LOT 91
Mla
FRONT ELEVATION 'B'
LJ 1/4' :1'-0' AT?77CL4' LAYOIfT 1/B'' 1'-0' AT I V X 1T LAYOUT
�2tlp E4. p EL.
,�llM
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1/4' . 1'-0' AT 22'X34' LAYOUT 1/8' = V-0' AT I V X 17' LAYOUT
tD
+— w
J f
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Q
%
ISSUE DATE:
11.03.2023 FOR
REVIEW
REVISIONS:
These drawings are the
Property of Starlight
Hanes and are not to be
utilized for construction, or
copied in part or in whale
without permission from
the builder. g 2023
Starlight Homes
LAST REVIS;f
BY:
SHEET NO
FL 5.2
OrlO Q
cm
0
LOT 91
WP/GFI 0
PATIO
I cn
--i
M COND.
H
WP/GR
ISSUE DATE:
11.03.2023 FOR
. . ........
REVIEW
WIC
REVISIONS:
FAMILY RM
WNER'S
BED
TV-4
E; TV
ANAS
REQUIRED PER
E
0,6A STATE AND
LOCAL BUILDING
Cox
These drdwkW are the
pweq of SWight
DISHWASI-IER
7'
Homes and are not to be
DISPOSAL
KITCHEN
utilized for construction, or
copW in W or in whole
rT
WNW permission from
vp-
1P>
MICROWAVE
the buW. 0 2023
-d%ht Homes
ISL
1,
SERVICE
PANEL
-------
I
LAST REVISION
STANDARD ELECTRICAL BOX HEIGHTS
Bk.
E, j
TO UGHT,.
SWITCH
Ed REQPUN;---�:49 R TO LIGHT,
IF REO+ -SWITCH
ABOVE.
30& ELEC+
-W KE SS
BELOW
If
WATER HEATER :1
SERVICE PANEL
A
SIZE AND LOCATION
LAST SAVED BY:
IN
GARAGE
PER BUILDERS
SPECIFICATIONS
AID LOCAL CODES
v L CT
ELECTRIC METER
TELEPHONE/
.'LE EN-1 RY
TE SION
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INOTE: EXTERICOW.P. OUTLETREOUIRED NEAR ACCONDENSER (NOT SHOWN)
SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES
OVER BATH CABINETS OVER KITCHEN CABINETS
SECOND
FLOOR PLAN'13'
FIRST FLOOR PLAN13'
@ IM* 1-W AT 2TXW LAYOUr 1'-V AT I I" X 1r LAYOUT
&!IW 1!� AT —2 V-Ir AT I I'X Ir LAYOUT
NOTES:
LEGEND:
PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL OODES+
PROVIDE AND INSTALL
ARC FAULT CIRCUIT4NTERRUPTERS (AFC
A) AS REOUIRED BY NATIONAL ELECTRICAL
CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.
?�A=W�SWPORT)
x
ALL E"UST FANS SHALL HAVE BACKDRAFT DAMPERS
—LWT�
FAMJGHTS IN WET0DAMP LOCATIONS SHALL BE LABLED 'SUITABLE FOR WE r OR DOWIP LOCATIONS."
IIACK�
�RKTURE
ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE
M
'^ F��MSL-OFM
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT.
PROVIDE AND INSTALL LOCALLY CEFMFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY
NATIONAL FIRE PROTEC TION ASSOCIATION AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.
(WPA)
PROVIDE AND NSTALL GROUND FAULT C4FICUIT-INTERRUPTERS (GFQ AS REQUIRED BY NATIONAL ELECTRICAL
�TAT
CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES
ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPSCUTOFFS.
HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. Twrm—y
ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS,
SHEET NO.'
DRAIN TILE SUMP. AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD OONDIMONS.
14
PROVIDE POWER. LIGHT AND SWITCH AS REOUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTUREWS
VIFATTE—
s6
DwowrcT�
FL 6.2
PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS. UNITS MUST BE
HAROVARED , INTERCONNECTED AND PROVIDE BAITERY BACKUP
WALL LEGEND
FULL HEIGHT FULL HEIGHT
0" WOOD STUD PARTITION 2X6 WOOD STUD PARITTION
STOW VENEER DRYWALL OPENING HEIGHT
AS NOTED ON PLAN
BRICK VENEER
STUD WALL BELOW
HEIGHT AND STUD SIZE AS
FLOOR PLAN KEYNOTE LEGEND
I
HOME TO GARAGE FIRE SEPARATION. GARAGEIHOUSE SEPARATION AT VERTICAL SURFACES SKMI BE
PROTECTED WITH ONE (1) LAYER Iffl- GYPSUM BOARD. GARAGEMOUSE SEPARATION AT HOf12ONTAL
ROTE
SURFACES SHALL BE P 'CTED WITH ONE (1) LAYER SW TYPE *X* GYPSUM BOARD
2
HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3V SOLID CORE DOOR OR APPROVED 20 MINLITE
RATED DOOR
BENEATH STAIRS AND LANDINGS. Ilr GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED
ACCESSIBLE AREAS
8
ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EOUPMENT BUT NOT LESS THAN
30"X22". FIRE RATED OCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH
SES(261'2.XE�ASIZE)
LFMSAFETYGLASS
HEIGHT AS NOTED
6
ITUB-SHOWERCOMEO
SUIDE-IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURERS WRITTEN
INSTRUCTIONS
1
R Lki
61.6 IN* 6'-2 3t4"
SEE COMPOSITE
DRAWINGS FOR 3050 SH SH SEE COMPOSITE
LOCATION OF DRAWINGS FOR
ADJACENT UNIT EGRESS LOCATIONOF
I 1 17 ADJACENTUNIT
OWNERS WIC
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DRA N FOR
LOCATION OF 91-11 ur .8 1" DRAWINGS FOR
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19, r ADJACENT UIMT
SECOND FLOOR PLAN ELEVV
&!lt/4* 1�0"AT�X��L;YO Ifir-I'4rATi1"xirLAyouT
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LOCATION
9'-4 Ire
101-0* 31
IN FIELD
PATIO
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ire 1
SEE COMPOSITE
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3050 SH 6168rS.G.D.
SEE COMPOSITE
DRAWINGS FOR
DRAWINGS FOR
LOCATIONOF
LOCATION
ADJACENT UNIT
JSEES- ATR
ADJACENTOUFMT
ON HETET I IT=
FAMILY RM
3. 111
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LINE OF
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SEE COMPOSITE
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a -0 `9 1
S E COMPOSITE
DRAWINGS FOR
DRAWINGS FOR
LOCATION OF
LOCATION OF
ADJACENTUNIT
ADJACE.IUINIT
FIRST FLOOR PLAN ELEVV
IM*'= 1'� AT Iff = I'4r AT I I" X 17'LAYOLT
cm
+
0
ISSUE DATE:
11.03.2023 FOR
REVIEW
REVISI&ii�.
These drdwinp are the
Property of Starlight
Homes and are not to be
utilized for construction, or
copied in part or in whole
~ permission from
the builder. 9 2023
Starlighl Homes;
LAST REVISION
X 0
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10 0
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SHEET NO:
FL 1.10
yC3
T W
J �
Ce. x
Q
H
ISSUE DATE:
11.03.2023 FOR
REVIEW
REVISIONS:
LOT 92
,2 ,z
s� Q5
These drawings are the
of Statbght
properly
Homes and are Trot to be
udzed for construction, or
ROOF TRUSSES PER
STRUCTURAL ENGINEER
copied in part Si in whole
without pemissinn from
the builder. 0 2023
Starlight Homes
DF_e�
— _ — — _ _ — _ _ _ _ _ _ _ 2NO FL w
LAST REVISION
OWNER'S
m BED 2
a BED
BY:
— — — — — -INID FLOOR F.RL M„_ &
— — — — —1sr�Qogp�
«
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u
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FAMILY RM R ' , ENTRY LL
. MAINTAIN MIN. 3 17RQa'-713W ...
64r HEIGHT AT FRONT
OF WATER CLOSET —
_ SLE144R
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...__ ..: ..: _ __ _ _.. .. .'...
X
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BUILDING SECTION V
J N
v1.17arzrx3a•urour ,B•.r•o•arTrx,rLAYOUT
W
d) O
N
SHEET NO
FL 4.10
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 LOUVERED VENT, SIZE AS NOTED
Eg
CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST
BE INSTALLED AT ALL ROORWALL INTERSECTIONS
E12
FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 514.4 CORNER TRIM BOARDS
E13
FIBER CEMENT LAP SIDING PER DEVELOPER W/ S4t4 CORNER TRIM BOARDS
E15
FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16- O.C. (VINYL BOARD AND BATTEN
SIDING
E18
I I FIBER CEMENT TRIM OR EOUAL, U.N.O. SIZE AS NOTED
E17
IFALSE WOODIVINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED
* = EGRESS
ALL WINDOWS WHOSE OPENING IS LESS T14W 2 r ABOVE
THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN
72' ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE
WINDOW OPENING CONTROL DEVICES OOMPLYING WITH THE
FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL.
LOT 92
FRONT ELEVATION V
1/4' .1'-0' AT 27X34' LAYOUT tie' :1'-0' AT 11' X fl' LAYOUT
r, REAR ELEVATION V
114 =1' W AT 22'X34' LAYOUT tie' . 1'-0• AT 11' X 17• LAYOUT
cz
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0
tY x
Q
F�—
WgRPt ISSUE DATE:
11.03.2023 FOR
a—Mv
REVIEW
REVISIONS:
25$7 F(N, Fla,_s
144RPLtQ--&
These drawiW are the
Property of Starlight
Homes and are not to be
utilized for consbuctiDn, or
2m Fla Fia-,& copied in pal or in whole
without permission from
the builder. 0 2023
Starlight Homes
LAST REVISION
W 0)
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LOT 92
C4
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ISSUE DATE:
11.03.2023 FOR
A/C OCIND. PATIO
B
WP/GF1
REVIEW
A
REVISIONS:
WIC
FAMILY RM
OWNER'S
BED
TV
TV ab
FAN AS "I '
F
REQUIRED PER
STATE AM
"
These drawkW are the
LOCAL BUILDING Y
CODE
property of Starlight
' hm !
DISHWASHER
Hornes and am not to be
utilized for consbuction, or
KITCHEN I
DISPOSAL
copied in pan or in whole
*V/P*
7
Without painnission bom
the bulder. 2023
MICROWAVE
Stadot Homes
LAST REVISION
H h SERVICE
PANEL
TO U(m -IT/ r
REC.
STANDARD ELECTRICAL BOX HEIGHTS
TO UGHTI
BELOW
SERVICE PANEL
;. , 0 L2
SWTTCH - 11 IIEQ�
ABOVE
3QA. ELEC.
WATER HEATER
LAST SAVED BY:
Be
IN
SIZE AND LOCATION
PER BUILDERS
GARAGE
ATTIC
SPECIFICATIONS
AND LOCAL CODES
ELECTRIC METER
TELEPHONE1
TELEVISION
BED 3
SERVICE BOX
EN TRY __*KEYLESS
CEILING\
BED 2
1 OR DOOR
OPENER
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INaTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT
SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES
SECOND FLOOR PLANV
FIRST FLOOR PLANV
Ch 0
OVER BATH CABINETS OVER KITCHEN CABINETS
&!1/4"
1/r - V-0" AT 2rX34"
- 1-T AT i v x ir LAYOUT
1'�'AT n�*�Z I-W AT I I X Ir LAYOUT
NOTES:
LEGEND:
PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES.
PROVIDE AND INSTALL ARC FAULT CIRCUIT AS REQUIRED BY NATIONAL ELECTRICAL
0
-INTERRUPTERS (AFC1)
CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.
ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS.
FANILfGHTS IN WETIVAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR DAMIP LOCATION&'
LEWFKTUFE
ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS THE
PAC"%DIPVANDESGE�
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT.
PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REQUIRED By
NATIONAL FIRE PROTECTION ASSOC4ATION (WPA) AND MEETING THE REQUIRE NTSOFALLGOVERI'MOODES.
(3)
(D �TAT
PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL
-
CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.
El
4-.
ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK4JPS/CUTOFFS
HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS.
ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS. ELECTRICAL PANELS. SANITARY S.
E=
SHEETNO1.
DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS.
PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANIUFACTURM
4 �y�
P--- AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AM 002 DETECTORS. UNITS MUST BE
FL 6.10
RED, NTERCONNECTED AND PROVIDE BATTERY BACKUP
x
Cm
+ —. W
J i
Q
H
ISSUE DATE:
11.03.2023 FOR
REVIEW
REVISIONS:
LOT 93
12 12
5� �5
These drawings are the
ROOF TRUSSES PER
STRUCTURAL ENGINEER
ry of S
Horm and m not to be
utilized for Cmsbuctionn, or
copied in part or in whole
without perm"ssion from
FLQ0fill�ff'
FLVQYJb — — — — — — — — — — — — —
BED 2 OWNER'S
BED 4 m
the bolder. 0 2023
Starlight Fbmes
LAST REVISION
LAST VE
�Fwc&ad.&L — — — — —
FQQO82L. HT -
FLWOW —HT ............................_.__ — — —
ENTRY FAMILY RM
m
....m C
N m � o
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•
' 3
MAINTAIN MIN.
17R Q O - 713/3T S'-e' HEIGHT AT FRONT
OF WATER CLOSET
*y •
—
T.
1 BUILDING SECTION'A'
AT 22X34' LAYOUT 1B' = 1'-LI" AT 11' X 1T LAYOUT
W
a�
0
o
W
(D
SHEET W.
FL 4.1
ELEVATION KEYNOTE LEGEND
E2
MASONRY FULL BRICK AS SELECTED BY DEVELOPER. HEIGHT AS NOTED
E4
rSOLDIER COURSE
E5
ROWLOCK COURSE
E7
FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED
EB
CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST
BE INSTALLED AT ALL RDORWALL INTERSECTIONS
E12
FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4.4 CORNER TRIM BOARDS
E13
FIBER CEMENT LAP SIDING PER DEVELOPER W/ 514.4 CORNER TRIM BOARDS
E15
SIDNGFIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 15.O.C. (VINYL BOARD AND BATTEN
E18
iX FIBER CEMENT TRIM OR EQUAL. U.N.O. SIZE AS NOTED
E17
FALSE W/OODMNYL SHUTTERS TYPE AS SHOWN, SIZE AS NOTED
* = EGRESS
FIM DOWS WHOSE OPENING IS LESS TWIN 2C ABOVE FINISH FLOOR AND WHOSE OPENING IS GREATER TMUWABOVETI$ OUTSIDEWALpNGSURFACEMUST HAVEDOW OPENING CONTROL DEVICES COMPLYING MATH THERIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL
LOT 93
FLOMf
fFJO(ALE
1ST Fl. VEW
&OQR-
flM
2w &-Q31
MOM
E4106'M
epu y04-R
FRONT ELEVATION 'A'
1/4' = 1'-0' AT 229Ci4' UVOUi 1b' . V-0' AT I I' X 17' LAYOUT
r, REAR ELEVATION 'A'
1/4 a 1'•(' AT 2ZICW LAYOIIT 1,8' :1'-0' AT 11, X 17' LAYOUT
cz
W
J i
0
ce- x
Q
H
ISSUE DATE:
11.t�.2023 FOR
REVIEW
REVISIONS:
These drawings are the
Property of Starlight
Homes and are not to be
utilized for construction, or
copied in part or in whole
without permission from
the Wider. 0 2023
Starlight Homes
LAST REVISION
W o
d >
o) 4 W
J
SHEET ND:
FL 5.1
Cm
0
I LOT 931
PATIO
ISSUE DATE:
H
11.03.2023 FOR
WP/GF1
REVIEW
A. .... ... . . ..... ... .................... ............ . ....
WIC
REVISIONS:
3:1
rAMILY RM
OWNER'S
BED
TV4
I -TV
3D
As
REWIRED PER
0 .'6A STATE AND
LOCAL BUILDING
CODE
Time drdwirw are the
properly of StailitIlit
Homes and are not to be
DISHWASHER
-CHEN
for
DISPOSAL KIT
utilized consbwtion, or
copied in part or in whole
from
!2
I IVAC
. .............. .. .
MICROWAVE
SERVICE
PANEL
Without perinission
the builder. 0 2023
Starlight Homes
LAST REVISION
STANDARD ELECTRICAL BOX HEIGHTS
6 9.,�)
TO -I IGHT/
M REC. PLM TO LIGHT/
IF RIErs: --SWITCH
ABOVE
SWIT
KEYLESS
30A.ELEC.
E 4 7
WATER HEATER
SERVICE PANEL
LZ
C44T IN
TTIC
GA RAGE
E
D�
LAST SAVED BY:
ELECTRICINIETER
TELEPHONE/
BED 3
"YLESS�� ENIIR�f
TELEVISION
SERVICE BOX
cc 0 B E 2
`cE/IUNG\
/GF! DOOR
11.)
OPENER
. . ........
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00
in
VA PO
X C)
Z
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He
SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES
W.P. CUTLET REOUIRED NEAR AC CONDENSER (NOT�if�
1 0
0)
_j
OVER BATH CABINETS OVER KITCHEN CABINETS
SECOND FLOOR PLAN'Al
FIRST FLOOR PLANW
_j
I-(r AT 1 1"X 17* LAYOUT
V;�AT,1��Z .11AT11"X1rLAYOUT
NOTES:
LEGEND:
PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES.
PROVIDE AND INSTALL ARC FAULT C4RCUIT-INTERRUPTERS (AFCQ AS REQUIRED BY NATIONAL ELECTRICAL
* mnumm
CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING ODOES.
ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS.
FAN41GHTS IN WETIDAMP LOCATIONS SHALL BE LABLED"SUITABLE FOR WE T OR DAMP LOCATOhW
ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE
OMV�AM�WSU*OFM
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT.
PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REQUIRED BY
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. Q (D �TAT
PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GR) AS REQUIRED BY NATIONAL ELECTRICAL
AND
CODE(NEC) MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.
ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPSOUTOFFS.
HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS
ALL ELECTRICAL AND MECHANICAL EOUIPMENT (FURNACES, A/C UNI TS, ELECTRICAL PANELS. SANITARY BLIMP PITS,
DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS.
PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURERS
4
14 �fty�
SHEET
14
.6 D�TW�
PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS. UNITS MUST BE
FL 6.1
HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY akCKUP.
t�
C3
1
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J �
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to
ISSUE DATE:
11.03.2023 FOR
REVIEW
REVISIONS:
LOT 94
,2 12
s� �s
Time drawirW are the
property of SW*
Homes and are not to be
utiized for construction, or
ROOF TRUSSES PER
STRUCTURAL ENGINEER
copied in part or in whole
wltflOUt permission from
the balder. 0 2023
Starlight Homes
— _ — — — _ _ _ _ — _ — _ _ 2ND FLHT.
LAST REVISION
m 4 OWBEDR S BED 2
4 z —- .
FAMILY RM r ENTRY�a
6INTEI�NCLOSET �`` ' ,, ; 17RQ1Y-713/d2' ._.__ _
— — -...._. 1ST FLOOR Flt4. ELLOJU
— - - -
BUILDING SECTION V
V1=1-11 AT 227C14' LAYOUT ,/S' = 1'�0' AT „� X 1T LAYOl1T
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SAVA BY.
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SHEET NO
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FL 4.10
ELEVATION KEYNOTE LEGEND
E2
MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED
E4
8' SOLDIER COURSE
ES
ROWLOCK COURSE
E7
FYPON OR EOUIVALENT LOUVERED VENT, SIZE AS NOTED
Eg
CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST
BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS
E12
FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4N GORIER TRIM BOARDS
E13
FIBER CEMENT LAP SIDING PER DEVELOPER W/ 514x4 CORNER TRIM BOAR
E15
FIBERCEMENT PANEL SIDING W/ 1X3 BATTS AT IS' O.C. (VINYL BOARD AND BATTEN
SIDNG
E18
1X FlBER CEMENT TRIM OR EOUAL, U.N.O. SIZE AS NOTED
E17
IFALSE WOODNINYL. SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED
* = EGRESS
ALL WINDOWS WHOSE OPENING IS LESS THAN 24' 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) RESIDENTIAL
al4
r, FRONT ELEVATION V
1/4' . 1' 0' AT 22'X34' LAYOUT 1R' ` P-0' AT 11' X 17' LAYOUT
REAR ELEVATION V
1/4' - i -(r AT 22')mr LAYOUT 1R1' . 1'•0' AT 11' X 17' LAYOUT
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ISSUE DATE:
11.032023 FOR
REVIEW
REVISIONS:
These drawings are the
pmpeq of StadVd
Homes and are not to be
utilized for constriction, or
copied in part or in whole
without permission from
the builder. 0 2023
Stad'ght Homes
LAST REVISION
mT'Ills
Wrn
o
J a
ao W
J w
0
FL 5.10
cm
+
0
-lit
ILOT 94�
ISSUE DATE:
11.03.2023 FOR
WP/GR @
COND. PATIO
B
WP/GFI
REVIEW
REVISIONS:
wic
FAMILY RM
OWNER'S
BED
I -TV
TVA
FAN AS
REQUIRED PER
STATE AND
LOCAL BUILDING
CODE
These drdwkgs are the
woperly of Starlight
DISHWASHER
Homes and are not to be
' i
KITCHEN
utized for construction, or
I
DISPOSAL
copled in po or In wh*
. .. ..... ......
�61R
wftut permission from
tM builder. 0 2023
— ------ -
MICROWAVE
StarrUM Homes
v
vP'—
6R
GR SERVICE
3:IE
PANEL
CD
2
CLG'
'TO LIGHTI REC.
-SWITCH 1 IF REC7
2-
LAST SAVED BY:
STANDARD ELECTRICAL BOX HEIGHTS TO LIGHT/ ABOVE,
I
30A. ELEC.
SERVICE PANEL WATER HEATER
KEYLESS SIZE AND LOCATION
A
LIGHT IN
PER BUILDERS
NN GARAGE
ATTIC
SPECIFICATIONS
AND LOCAL CODES I
ELECTRIC METER
; 4?
TELEPHONE/
NN
BED 3
TELEVISION
SERVICE BOX
ENTRY '�__�rYLESS
BED 2
GR DOOR
OPENER NN
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[NOTE', EXTERIOR W.P. OUTLET REQUIRED NEAR AC CM404SER (NOT SIlOWN)
I
SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES
SECOND FLOOR PLAN V
FIRST FLOOR PLANV
0
OVER BATH CABINETS OVER KITCHEN CABINETS
_j
AT
i,-(r AT I I, x ir LAYOUT
I'4r AT 11, x ir LAYOUT
NOTES:
LEGEND:
PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES.
PROVIDEAN INSTALL ARC FAULT CARCUIT-INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECT—
D
CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.
0
0—
0—�TEsuppolll)
ALL EXHAUST FANS SHALL HAVE BACKDRAFr DAMIPERS.
0-
FANILIGHTS IN WETIDAMP LOCATIONS SHALL BE LABLED'SMABLE FOR WET OR DAMP LOCATIONS.*
I.F.
�—CANDESCEW
L��
ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE
vmwm��
P��MKVPOM)
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT.
0
PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REEGUIRED BY
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. �F.('E.�ECTER-Q
PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL
�AT
CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.
El TELE�
ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPSICUTOFFS.
HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS.
ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES. AIC UNITS. ELECTRICAL PANELS, SANITARY SUMP PITS,
DRAIN TILE SUIN'. AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS.
$4 �y�
�TLWTF�
E� P�
SHEET NO.'
PROVIDE POWER. LIGHT AND SWITCH AS REQUIRED FOR ATTIC SAINACE PER CODE AND WJ&FACTURERS
.6
FL 6.10
=DEANDft4STALLLOC.ALLYCERnF]EDSMO#CEDEMCTOMMMCMDMCTOW. UNITSMUSTBE
DVARED, NTERCONNECTED AM PROVIDE BATTERY BACKUP
CM
J i
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G: x
Q
ISSUE DATE:
11.03.2023 FOR
REVIEW
REVISIONS:
LOT 95
12 12
These dawigs are the
s� Q5
Properly of Starot
Homes and are not to be
ROOF TRUSSES PER
utilized for conshuotlon, or
STRUCTURAL ENGINEER
Copied in part or in whole
without permission from
the builder. 0 2o23
Starlight Homes
-- ------ —— — —--- —2ND FL`
LASTREYISION
OWNER'S BED 2
4 BED
`
— — — — ?r,D FLOOR FM. BE`&
• •'
LL y:
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MAINTAIN MIK 77RO0'-71332 __.:._
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BUILDING SECTION'S
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i/4' a T-e' AT 22'X34' LAYOUT 1B' • 1'-0- AT 11- X iT LAYOUT
a �, W
� O
J
_
SHEET NQ
FL 4.7
ELEVATION KEYNOTE LEGEND
E2
MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED
E4
S' SOLDIER COURSE
ES
ROWLOCK COURSE
E7
FYPON OR EOUVALENT LOUVERED VENT. SIZE AS NOTED
ED
CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST
BEINSTALLED AT ALL ROOF`WALL INTERSECTIONS
E12
FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4K4 CORNER TRIM BOARDS
E13
FIBER CEMENT LAP SIDING PER DEVELOPER W1 S/4.4 CORNER TRIM BOARDS
EIS
FIBER CEMENT PANEL SIDING W1 I X3 BATTS AT 16* O.C. IVINYL BOARD AND BATTEN
SIDING)
!E! �
11 X F113ER CEMENT TRIM OR EGUAL, UN.O. S
17
FALSE WOODIVINYL SHUTTERS. TYPE AS SM7TIZZOETEAIS) NOTED
* =EGRESS
ALL WINDOWS WHOSE OPENING IS LESS THAN 21V 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) RESIDENTIAL
ILOT 951
FRONT ELEVATION'S
(IYL- - - ;X2:��
UF -'I�Cr 'AT Y��T 1,T - I'-Ir AT 11'X 17"LAYOUT
REAR ELEVATION'S
0 AT 2�Z�7Y(:; lAr = I-(r AT I I' X 17' LAYOUT
cm
0
ciz I
I c**
ISSUE DATE-
LQQR-PI.. HT. 11.03.2023 FOR
ELYYW REVIEW
REVISIONS:
kQf�--ff- kff--&
H-vcv tff--&
These drawings am the
pwrty of Starlot
Homes and am nol to be
udll�ed for consftfion, or
)OR FIN. FIR owled in part or in whole
—11� without permission from
the builder. 0 2023
Staftht Homes
LAST REVISION
.QPR a,
Lu 0)
z
0
>
14
J) 0
Lu
—j
QLFI&R&-&
DOEL
Tv-- -�:t
SHEET KID,.
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cm
+
0
I LOT 951
'1Z
1 SUE AT%R
I l!03-20D23
r WP/GR 0
A/C COND. PA FIO
AC
08
WP / a Fl
REVIEW
A
v
REVISIONS:
3CE CC wic
FAMILY RM
OWNERS 91-1"CLCI T1.
BED
P-Tv
TV4
FAN AS
:TEC'UIRED PER
A. AND
ONA
Ttwe diawings are ft
LOCAL BUILDING 11 N ,
CODE
pwarly of suffot
J
DISHWASHER
Honrw and are not to be
u*ed for owstrucion, or
KITCHEN
--V*'—DISPOSAL
copled in W or in whofe
14.
wMw hm
/%
-i2W
pemksiDn
VP
MICROWAVE
6n
Staftht Homes
LAST REVISION
....................
SERVICE
PANEL
To uaHT/ REC. PUMP.
STANDARD ELECTRICAL BOX HEIGHTS
LIGHT/
-SWITCH
SS
SERVICE PANEL
IZE AND LOCATION
SWITCH IF REQ. co
ABOVE
3GA.ELEC.
WATER HEATER
2'
LAST SAVED BY:
A
UVIN
ATTIC
P ER BUILDERS
SPECIFICATIONS
GARAGE
AND LOCAL CODES
ELECTRIC METER
TELEPHONE/
2
i�
a
BED 3
TELEVISION
SERVICE BOX
ENTRY
, Cc
T-i"CLGL
BED 2
GFI DOOR
OPENER
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SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACL E BOXES
INOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR = CONDENSER (NOT
OVER BATH CABINETS OVER KITCHEN CABINETS
SECOND FLOOR PLAN'S
FIRST FLWR PLAN'S
Ll1W
IM . 1*-(r AT W)W LAYOUIT
1*-VAT ll'X 17'LAYOUr
- V-9—AT 2;)O�IrZ V-W AT ll'X 17- LAYOUr
NOTES:
LEGEND:
PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES.
PROVIDE AND INSTALL ARC FAULT C4RCUIT-INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRI—
CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.
c�
PWHNU�
ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS.
lw��
— -- - — -
FANILIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED *SUITABLE FOR WET OR DAMP LOCATIONS.*
LwT�
,�l
M�F—n-100CM
UWTF�
ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE
J%
V�AOEO—FFOFM
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT.
PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REQUIRED BY
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.
E�T—(VE—EKTERCR
PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (OR) AS REOUIRED BY NATIONAL ELECTRICAL
�TAT
CODE (NEC) AND MEETING THE REOUIREMENTS OF ALL GOVERNING CODES.
ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK4JPSAAJTOFFS.
HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS.
ALL ELECTRICAL AND MECHANICAL EOUIPMENT (FURNACES, AtC UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS.
DRAIN TILE SUMP. AND WATER HEATERS) ARE SU&IECT TO RELOCATION DUE TO FIELD CONDITION&
PROVIDE POWER. LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURIER'S
4 �y�
SHEET NO:
PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS. LIMITS MUST BE
FL 6.7
HARDWIRED. INTERCONNECTED AND PROVIDE BATTERY BACKUP.
GENERAL FOUNDATION NOTES:
THIS PERIMETER DIMENSION PLAN IS FOR DIMEMIONAL INFORMATION ONLY.
SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING - TYPICAI-
SLOPE GARAGE FLOOR lff PER FOOT TO GARAGE DOOR OPENING.
VERIFY CURB CUT BILOCKOUT WITH GARAGE DOOR MANUFACTURER.
REFER TO CIVIL DRAWINGS FOR FINSH SURFACE ELEVAIIONS.
FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS
REPORT FOR ANY SPECIRC REOUREMENTS.
REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTlNG DETAILS, CURB THICKNESS, AND
INFORMATION NOT SHOWN ON THIS PLAN.
PLUMBING FIXTURES, VENT LOCATIONS. ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION.
VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC.
VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES.
7 3fV MAX AT INSWING DOORS.
TYP STOOP AT INSWINGISLIDER DOORS: 36' DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMM.
(PER 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SUP -RESISTANT FINISH.
FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER NTH
WDIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING.
WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REOJIRED
SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE
REDWOOD. SET ALL EXTERIOR WALL BILLS IN MASTIC
REFER TO STRUCTURAL
DRAWINGS FOR ALL
FOUNDATION DIMENSIONS
I FOUNDATION KEYNOTE LEGEND
I ILINE OF SLAB ABOVE
ILINE OF FRAMED WALL ABOVE
FOUNDATION WIDENS
AT SITE SPECIFIC
CONDITIONS
�LOT 9
11',0" 9*4 112'
f14'
PATIO SLAB
4-1
MAIN SLAB
NOTE: EXTERIOR WALLS ARE D%Eh�TOS
OUTSIDE FACE. GRADE BEAMS � NO
ARE DIMENSIONED TO CENTER I
A
5;FTE. LOCATED GRADE VE IFY ALL GRADE
ALL LOAD BEAM LOCATIONS
JUNDER
BEARING WALLS
Tg=NG
JPFUOR
OF ETE
111-10 ire
3ARAGE SLAB ------
FREINFORCE PER LOCALl
ElONEITIS
1=.AND
CA
10'-7- v-r
94-
6' CURB AT EXTERIOR
a
GARAGE WALLS. SEE
STRUCTURAL
'l
t
lw-r
7
SLAB PLAN'K'
IW - I-(r AT 2TXW LAYOUr IM" - I'T AT I 1"X lr LAYOUr
'H SLAB
OE PER LOCAL
D rFrS
A=
Cm
0
W
ISSUE OAT
OR
11.03.2023
F
REVIEW
REVISIONS:
These drawkW are the
propefty of Switth,
Hwm and am not to be
utilized for om=gon, or
copied in pad or in w6ole,
wftW permission from
the builder. 0 2023
Staftht Homes
LAST REVISION
FA
I
Ca L'6
0
i
SHEET NO:.
FL 0.1.7
C3
m
o
� x
Q
H
ISSUE DATE:
11.03.2023 FOR
REVIEW
REVISIONS:
LOT 96
12 12
These drawings are the
properly of
5 � �5
Homesare notto be
ROOF TRUSSES PER
STRUCTURAL ENGINEER
utized to construction, or
copied in part or in whole
wit td permission from
the builder. 0 2023
Staftht Homes
LAST REVISION
i; . L24R Pr- Kc — —
BED 2 OWNER'S
BED ?LL
T OCR PLHT. _ —— _ _ _ _ __ _ _
Y4OW. Hf.
_........................... o
ENTRY FAMILY RM
m `
i
- MAINTA!=N.AT FRONT
..... ...... 17RQO 713= G-S'HEONT
1ST FL�FIN.�.R ... . v I OF WATER CLOSET
v
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V4.17AT 22.1W' LAYOUT 1R• . 1'-OAT 11' X 17- LAYOUT
a
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�
N
J
SHEET NO.
FL 4.8
ELEVATION KEYNOTE LEGEND
E2
MASONRY FULL BRICKAS SELECTED BY DEVELOPER, HEIGHT AS NOTED
E4
WSOLDIERCOURSE
ES
ROWLOCKCOURSE
E7
FYPON OR EQUIVALENT LOUVERED VENT. SIZE AS NOTED
ES
CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST
BE INSTALLED AT ALL ROOFIWALL INTERSECTIONS
E12
FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS
E13
FIBER CEMENT LAP SIDING PER DEVELOPER W/ 6/414 CORNER TRIM BOARDS
EIS
I
FIBER CEMENT PANEL SIDING W/ lX3 BATTS AT 19- O.C. (VINYL BOARD AND BATTEN
ISIDING)
JEIS
11 X FIBER CEMENT TRIM OR EOUAL, U.N.O. SIZE AS NOTED
JE17
I FALSE WOOD'VINYL SHUrrERS, TYPE AS SHOWN, SIZE AS NOTED
* =EGRESS
ALL WINDOWS WHOSE OPENING 18 LESS THAN W ABOVE
THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN
7T ABOVE THE OUTSIDE WALIONG SURFACE MUST HAVE
WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE
FLORIDA BUILDING CODE 7TH EDITION (2MO) RESIDENTIAL
FIPQM
FL VM
F
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FRONT ELEVATION'K'
0 1/4".1'-Ir AT 2ZMCLAYOUT Iff. l-(rAT ll*X 17'LAYOUT
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REAR ELEVATION'K'
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CM
+
0
C4
ISSUE DATE:
11.03.2023 FOR
REVIEW
REVISIONS:
These drawkV are the
pmperly of Sww
Homes and are not to be
utilized for cDmbwtbn, or
copied In part or in whole
wilhout permission from
the builder. U 2023
Sladoht Homes
LAST REVISION
I LASTSKMIlliftil
7 x
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FL 5.8
CM
+
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WP= 92
ISSUE DATE:
A. -
PATIO AMIC
C
wplan F�
11.03.2023 FOR
REVIEW
. . . ... ........ . .... . ....... -
....................... .. ...... . . .. ... . . . . ...
REVISIONS:
WIC
D'A"CI-G.
El
FAMILY RM
WNER'S
BED
TVA
W-I,GLQ
OTV
I
__4AN AS
REWRED MR
.
..... . STATE AM
81 V, CM LOCAL BUIU)ING
j
CODE
These diawings are the
DISHWASHER
properIyofStarW
Homes and are not to be
DISPOSAL
KITCHEN
udzed for oonsirmflon, or
tf
4
copied in part or in whole
. ...........
wbod permission from
0
MICROWAVE
the buider. 2023
VP
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7
HVAC ... . . ..
_j
SERVICE
PANEL...
.. ......... .
0
LAST REVISION
B
f2
F7
VN
j7r. REC.PUMP TO LIGHT/
IF REO: -SWITCH
STANDARD ELECTRICAL BOX HEIGHTS TO LIGHT/ ABOVE_
—SWITCH 30A. ELEQ
WATER HEATER 4 ---: SERVICE PANEL
BELOW SI;M AND LOCA, nON
wu'(.� KEYLESS
GHT IN
GARAGE
PER IWILDFRS
LAST S"ED BY:
A
IC
. .. . ........
SPECIFICATIONS
TELEPHONE/
\
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KEYLESS
SERVICE BOX
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ENTRY
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0
SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES
SECOND FLOOR PLANK'
FIRST FLOOR
PLAN'K'
1-
OVER BATH CABINETS OVER KITCHEN CABINETS
021W
_j
I-(r AT 11'X 17- LAYOUT
1-�'AT 22�Z��Z
1'-W AT I I'X 17' LAYOUT
NOTES:
LEGEND:
PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES.
REQUIRED
PROVIDE AND INSTALL ARC FAULT CIRCUIT INTERRUPTERS (AFCQ AS BY NATIONAL ELECTRICAL
CODE (NEC) AND MEETING T14E REQUIREMENTS OF ALL GOVERNING CODES.
F��MSUPPORT)
ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS.
0-
=.D= AMITD= —
FAKUG14TS INWET/DAMIP LOCATIONS SHALL BE LABLFD"SLNTABLE FOR WET OR DAMP LOCATIONS"
CMM FM W"
LrTURE
ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE
= —LM =D —KT rE
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT.
L E-D F t J R
PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REOLIREMENTS OF ALL GOVERNING CODES
I&W
PROVIDE AND INSTALL GROUND FAULT CIRCLNT-INTERRUPTERS (GFQ AS REOUIRED BY NATIONAL ELECTRICAL
CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.
ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPSKXrTOFFS.
HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIOW �AY�
ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS. ELECTRICAL PANELS, SANII—, S'
4
E..
SHEET
DRAIN 71LE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS.
PROVIDE POWER. LIGHT AND SWITCH AS REOUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURE"
Dmow*GT�
INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CM DETECTORS. LUTS MUST BE
FL 6.8
�DVIDE
..,ANO
ED, INTERCONNECTED AND PROVIDE BATTERY BACKUP.
WALL LEGEND
FULL HEIGHT FULL HEIGHT
2X4 WOOD STUD PARTITION 2)(6 WOOD STUD PARTITION
STONE VENEER DRYWALL OPENING HEIGHT
AS NOTED ON PLAN
BRICK VENEER
STUD WALL BELOW
HEIGHT AND STUD SIZE AS NOTED
FLOOR PLAN KEYNOTE LEGEND
I
HOUSE TO GARAGE FIRE SEPARATION, GARAGE**XJSE SEPARATION AT VERTICAL SURFACES SHALL BE
PROTECTED WITH ONE (1) LAYER W GYPSUM BOARD. GARAGEMUSE SEPARATION AT HORIZONTAL
SURFACES SHALL BE PROTECTED NTH ONE (1) LAYER SW TYPE ")r GYPSUM BOARD
HOUSE TO GARAGE DOOR SEPARATION. PROVIDE I SW SOLID CORE DOOR OR APPROVED 20 MUM
RATED DOOR
3
BENEATH STAIRS AND LANDINGS. IIV GYPSUM BOARD ON WALLS AND CEIUNG OF ENCLOSED
ACCESSIBLE AREAS
a
ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EOUIPMENT BUT NOT LESS THAN
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SES (N I _..
TEMPERED SAFETY GLASS
AS NOTED
1,
ZH%�HEIGHT
ROOMBO
16
ISLIDE-IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURERS WRITTEN
INSTRUCTIONS
ILOT 9
49
it 4.
W-2 3W
SEE COMPOSITE
DRAWINGS FOR
RA'
SEE COMPOSITE
3050 SH
LOCATION OF
UNIT
DRAWINGS FOR
LOCKTION OF
EGRESS
?ACENT
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OWNERS
WIC
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SEE COMPOSITE
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iw V-8 Ire
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SEE COMPOSITE SH 3050 SH 6068�.GLD. SEE COMPOSITE
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LOCATION OF 'LOCATIONOF Homes and am not to be
ADJACENT UNIT SEE OPT. ATRI )M DOOR ADJACENT UNIT
ION SHEET I Ll FL 19 1 utilized for welliuction, or
copied In part or In whole
wftut peanission from
the bulder. 0 2023
Staftht Homes
FAMILY RM
r-l" CU3L
LAST REVISION
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O
a
ISSUE DATE:
11,03.2023 FOR
REVIEW
REVISIONS:
s�72 12
These drawhils are the
Property of Stadight
Q5
Homes and are not to be
utilized for construction, or
ROOF TRUSSES PER
STRUCTURAL ENGINEER —\
1�
Copied in part or in Whole
without permission from
the buider. 0 2023
Starlight Homes
LAST REVISION
— — 2ND FLOOR
— — — — — — — — — — — 2ND
OWNER'S BED 2
BED
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MASONRY FULL BRICK AS SELECTED BY DEVELOPER. HEIGHT AS NOTED
E4
S'SOLDIER COURSE
ROWLOCK COURSE
[E
FYPON OR EOUIVALENT LOUVERED VENT, SIZE AS NOTED
CORROSION RESISTANT ROOF TO WALL FLASHING. CODE COMPLIANT FLASHING MUST
BE INSTALLED AT ALL FIOOFIWALL INTERSECTIONS
E!l 2
FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ S/4%4 CORNER TRIM BOARDS
E'3
FIBER CEMENT LAP SIDING PER DEVELOPER W/ 54.4 CORNER TRIM BOARDS
IS
z ,
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FIBERCE NT PANEL SIDING W/ IX3 BATTS AT 16*0.C. (VINYL BOARD AND BATTEN
ME
SIDING)
E12
FIBER CEMENT TRIM OR EGUAL. U.N.O. StZE AS NOTED
E 17
11X
FALSE WOOONINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED
* = EGRESS
ALL WINDOWS WHOSE OPENING IS LESS THAN ZV ABOVE
THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN
72* A13OVE THE OUTSIDE WALKING SURFACE MUST HAVE
WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE
FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL
FRONT ELEVATIONU
11r . 11-w AT 22*XW IM" . l-(r AT I V X 17' LAYOUT
REAR ELEVATIONU
AT �2;;�;� 118' . I-(r AT Il'X 17- LAYOUT
Cm
+ — m
w
0
to
I- "E "'*
11703.2023 FOR
ELYWW REVIEW
REMSIONS:
= Fft FML-S
LQgRB- HT.
\jr
&Y-M LE-.&
2M Fft Fl&-&
These dmwings am the
pmperty of Slaftht
Hmm and am not to be
utlized for omnstaiction, or
copied in part or in wAole
without permission ftm
the builder. 1] 2023
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LAST REVISION
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AIC COND.
ISSUE DATE:
B
Wp/GR
tEv
.......... . ...... . ........
IDA
11.03.2023 FOR
REVIEW
3= WIC
REVISIONS:
El
FAMILY RM
OWNER'S
BED
v V, CLG.
TV4
=ED
PER
STATE
LOCALBUI NG
CODE
DISHWASHER
These &avMgs are the
li
KITCHEN I
DISPOSAL
pwriyofstadw
Homes and are not ID be
utilized for constrixtion, or
. .. .. ......
copW In W or In whole
�-Jvy,)
MICROWAVE
wftW permission from
6n
the bdier. 0 2023
o,
HVAC
SERVICE
Staftht Homes
LAST REVISION
PANEL
TO LIGHT/ REC.PUM
STANDARD ELECTRICAL BOX HEIGHTS SWITCH IF REO.
TO LIGHT/
-SWITCH -
BOVE
WA. ELEC.
BELOW SERVICE PANEL WATER HEATER
Be
KEYLESS SIZE AND LOCATION
U
A GHT IN PER BUILDERS GARAGE
ATTIC,
SPECIFICATIONS
LAST SAVED BY:
WHEN
AND LOCAL CODES
REOUI
ELECTRIC METER
j
cc
TELEPHDNEI
TELEVISION
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OVER BATH CABINETS OVER KITCHEN CABINETS
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NOTES:
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PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES.
PROVIDE AND INSTALL FAULT
0
cm"
ARC CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL
CODE(NEC)A D MEETING THE REQUIREMENTS OF ALL GOVERNING OODES+
Ep
ALL E"UST= SHALL HAVE BACKDRAFT DAMPERS.
K�
0
FANIUGHTS IN WETIDAMP LOCATIONS SHALL BE LABLED *SUITABLE FOR WET OR DAMP LOCATIONS
�TF�
11��
W L�F�
ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE
—
swt,—M�ff��
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t
0
PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REQUIRED BY
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(D �TAT
PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFQ AS REQUIRED BY NATIONAL ELECTRICAL
CODE (NEC) AND MEETING THE REOUIREMENTS OF ALL GOVERNING CODES,
ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPSrAnDFFS.
gg
FIVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS.
s �E*Ay�
ALL ELECTRICAL AND MECHANICAL EOUIPMENT (FURNACES, AJC UNITS, ELECTRICAL PANELS, SANITARY -- 111
$4
DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONWMW
PROVIDE POWER, LIGHT AND SWITCH AS REOUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURERS
T.
wArrTftvNnp=—
SHEET NO.
PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNTS MUST BE
HARDVkqRED. INTERCONNECTED AND PROVIDE BATTERY BACKUP.
FL 6.9
WALLLEGEND
FULL HEIGHT FULL HEIGHT
2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION
STONE VENEER DRYWALL OPENING HEIGHT
AS 140TED ON PLAN
BRICK VENEER
STUD WALL. BELOW
HEIGHT AND STUD SIZE AS NOTED
FLOOR PLAN KEYNOTE LEGEND
I
HOUSE TO GARAGE FIRE SEPARATION. GARhGEMOUSE SEPARATION AT VERTICAL SURFACES SHALL BE
PROTECTED WITH ONE (1) LAYER lr GYPSUhA BOARD. GARAGIE+IOUSE SEPARATION AT HORIZONTAL
SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER SW TYPE -X* GYPSUM BOARD
2
HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 136* SOLID CORE DOOR OR APPROVED 20 MINUTE
RATED DOOR
BENEATH STAIRS AND LANDINGS. Ilr GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED
ACCESSIBLE AREAS
8
ATTICACCES LARGE ENOUGH TOREMOVE LA EST PIECE OF EQUIPMENT BUT NOT LESS THAN
I I FIG
3W`XW. FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH
TRUSSES (25 Iffl"W* SIZE)
9
TEMPERED SAFETY GLASS
I I
HALF WALL, HEIGHT AS NOTED
14
TUB -SHOWER COMBO
16
SUDE-W ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURERS WRITTEN
INSTRUCTIONS
S'-S 11r 6-2 3/4'
SEE COMPOSITE
DRAWINGS FOR 3050 SH 3050 SH
LOCATIONOF p
ADJACENT UNIT EGRESSR
OWNERS WIC
BED
W-1" CLGL
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SEE COMPOSITE 5'-31JT 4--r 4--11- -7 4'-9 Ilr
DRAWINGS FOR 9--11 vr
LOCATION OF i� ::d
ADJACENT UNIT
SECOND FLOOR PLAN ELEV'O'
1fir - 1'-0"AT 1 1"X 17' LAYOUT
ILOT 9
VERIFY -
LOCATION
IN FIELD
SEE COMPOSITE
DRAWINGS FOR
LOCATION OF
ADJACENT UNIT
LINE OF -��$
CUPPED
+/- W-r -
WALL fHfr.
W-4 W
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ENTRY ED
SOFFIT, SEE
EXTERIOR ELEV
PORCH 8070 SECTIONAL
SEEOOMPOSITE aw �Ii--q 1� 814"
DRAWINGS FOR
LOCATION OF
ADJACENT UNIT 1W-W
FIRST FLOOR PLAN ELEV'O'
& LI/I V - I *7A T 2 ; X 3 ��Y� 1fir - V-W AT 11' X 17* LAYOUT
11
ca
__j I
0
= I
ISSUE DATE:
11.03.2023 FOR
REVIEW
REVISIONS
These drawbp are the
pmerly of Starlight
Homes and are not to be
utilized $or construction, or
cooed in pan or in whole
wilhout permission from
the builder. 0 2023
Staftht Homes
LAST REVISION
WJ1 I&J-17i 4 11 :yAq
Z%7 ib:
all
0-
LLI 111NII fig!
-j (1) M
(L �— 0
0 0
j
LL
I I
SHEETNQ.
FL 1.12
t—
C3
CAI
ISSUE DATE:
11.03.2023 FOR
REVIEW
REVISIONS:
LOT 98
12 12
5� �5
These drawbils; are the
properly of Starlight
ROOF TRUSSES PER
STRUCTURAL ENGINEER —\
1�
Homes and are not to be
utilized for concoction, or
copied in part or in whole
�—°� �L Q
Wilhait permission trom
the builder. 0 2023
StadgM Hanes
— — — — — — 2ND FL X
LAST REVISION
OWNER'S BED 2
m 4 BED
24D�LQ_OR FIN. R&--&
— — — _ 1§LEL_
w
a
ENTRY
ma mo ..
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FAMILY RM
MAINTAIN►IK ,� ; 17RQa'-713W
vi HEIGHT AT FRONT ``
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LAST.SAXWN111111
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,.4 T-e"AT 22'164' LAYOUT U9'=T-tl'AT „'X,7'rAYOUT
a�
1 0
W
N
SWUM
FL 4.12
ELEVATION KEYNOTE LEGEND
E2
MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED
E4
WSOLDIERODURSE
ES
ROWLOCK COURSE
E7
FYPON OR EGUIVALENT LOWERED VENT, SIZE AS NOTED
E9
CORROSION RESISTANT ROOF TO WALL FLASHNG. CODE COMPLIANT FLASHNG MUST
BE INSTALLED AT ALL ROOFIWALL INTERSECTIONS
E`12
FIBER CEMENT BRAKE SIDING PER DEVELOPER W/ S/4x4 CORNER TRIM BOARDS
E13
FIBER CEMENT LAP SIDING PER DEVELOPER W/ S/4x4 CORNER TRIM BOARDS
EIS
FIBER CEMENT PANEL SIDING VW IX3 BATTS AT 16- O.C. (VINYL BOARD AND BATTEN
k16
1= CEMENT TRIM OR EOUAL, U.N.O. SIZE AS NOTED
IE17
IFALSE WOCONINYL SHLITTERS, TYPE AS SHOWN. SIZE AS NOTED
* = EGRESS
ALL WNDOWS WHOSE OPENING IS LESS THAN 2r ABOVE
THE FINISH FLOOR AND VMOSE OPENING IS GREATER THAN
72* ABOVE THE OUTSIDE WAUQ NG SURFACE MUST HAVE
WINDOW OPENING CONTROL DEVICES COMPLYING WITH TFIE
FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL
RIGHT ELEVATION'O'
0 111- 1 � AT�� LAYOUT 1Ar . V-0"AT il* x ir LAYOUT
�LO
FRONT ELEVATION'O'
Ifir - l-(r AT 11* X 17' LAYOUT
12
REAR ELEVATION'O'
114" . I-(r AT 2213C LAYOUT Ifir = 1'-0'AT 1I* X 17ay-OUT
cz
+
0
CIO
ISSUE DATE:
LQgRLIL HE A-N
11.03.2023 FOR
REVIEW
REvisions:
mmuga-S
These drawings are the
property of SWW
Homes and are not to be
utilized for consumbon, or
=,a 'IL—S copied in pan or in whole
**W permission from
the builder. 0 2023
Sufthl Homes
UST REVISION
I I
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ILOT 981
WP/GFI 0
A/C OOND. PATIO
ISSUE DATE:
11.03.2023 MR
r I Wp/GF1
REVIEW
�Q ICE WIC
REVISIONS:
FAMILY RM
OWNERS
BED
V
TV
FAN AS
E
REQUIRED PER
These drawkvs am ft
STATE AND
LOCAL BUIL
CODE -
0
Property of SWW
GR
DISHWASHER
Homes and are not to be
KITCHEN
DISPOSAL
ub1zed for conawtion, or
Copied in W or in whole
without from
2M
POR
permission
the builder. 0 2023
MIC ROWAVE
Starlilibit Homes
VP
drib
SERVICE
PANEL
LAST REVISION
0
STANDARD ELECTRICAL BOX HEIGHTS
CI.G.
To UGHT/ Me. PUMP, M'�
�SWITCH IF REQ.
TO LIGHT/
BELOW
SERVICE PANEL
ABOVE
30A. ELEr-
WATER HEATER
'
LAST SAVED BY:
SS WIC
SIZE AND LOCATION
:��. i
U IN
ATTIC
FR BUILDERS
SPECIFICATIONS
! \ GARAGE
AND LOCAL CODES
E LECTRIC METER
a
3
BED 3
TELEPHOWJ
TELEVISION
SERVICE BOX
ENTRY _VYLESS
/CEIU.\
BED 2 0.0
GA DOOR
8�1"CLQ-
OPENER
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FtZTE, —E)CMFOOR W.P. OUTLET REOURED NEAR A/C CONDENSER (NOT SHOWN]
SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES
SECOND FLOOR PLAN'O'
FIRST FLOOR PLAN'O'
d) 0
OVER BATH CABINETS OVER KITCHEN CABINETS
0
�1W �22%0�L��AZ
1hr . 1*-(r AT 22XW LAYOUT - l-M AT 1 I"X Ir LAYOUT
- I'-IWrAT IWAT 11*X 17" LAYOUT
NOTES:
LEGEND:
PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES.
PROVIDE AND INSTALL ARC FAULT CARCUIT-INTERRUIPTERS AS REOUIRED BY NATIONAL ELECTRICAL
C�—F.
(AFCI)
CODE (NEC) AND MEETING THE REOUIREMENTS OF ALL GOVERNIING CODES.
P�ADEO�PPOFrl)
ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS.
�T
FANAJGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED *SUITABLE FOR WET OR DAMP LOCATIC11a"
"TFOMW CONNGCTW.'"�
�FKTUAE
ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE
�—MAWEWEWWWR�
P�AOE"MMAWOFM
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT.
MvOLTWM
1> WICEL—�LED�
PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REQUIRED BY
NATIONAL
FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE FEQUIREIARM OF ALL GOVERNING CODES. 0 �AT
PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFQ AS REQUIRED BY NATIONAL ELECTRICAL
0 (W
ODE zq AND MEETING THE REQUIREMENTSOF ALL GOVERNING CODES.
4
ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPSACUTOFFS.
HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS.
�AY
ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, AfC UNITS. ELECTRICAL PANELS, SANITARY — .1 S,
DRAIN TILE SUMP. AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS.
4 �Y�
SHEET W.
PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURERS
v6 D.CONNECT�
INSTALL LOCALLY CER FIED SMOKE DETECTORS AND 002 DETECTORS
PROVIDE 'n UNITSMUST BE
FL 6.12
HARDIMRMI NTERCONNECTED AND PROVIDE BATTERY BACKUP.
NOTES: FIRE PARTITION/ 4=1
FIRE BARRIER LEGEND
- REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE
PROTECTION DETAILS. LOT
T91 T96
ll�—
CM
+— .
97
2- H04JR DWELLING OT LOT 96 LOT 98
REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL
2
0
SEPERATION WALL
TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE.
x
THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. WATER CONNECTION
REFER TO CI%qL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS
AMC) PAD HEIGHTS. SEWER CONNECTION
BUILDING KEY
191-W 21
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!,r 19'r 2,
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I I!OS3.2OD23 FOR
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I
REVIEW
REASMS:
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........ . ............ . .. ....
........ . . ....... . .... . . ..........
.......
These drawlings are the
PLAN 1386
PLAN 13
PLAN 1386
LOT 93
I
We
P riyolstadw
Homes and are not to be
utilized for construction, or
copied in par[ orin whole
LOT 90
without permission imm
the builder. 0 2023
Staftht Homes
ELEV NR
LAST REVISION
ry.
AVABY.
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5-GANG METER
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NOTES: FIRE PARTITION/
FIRE BARRIER LEGEND
- REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE
cz
+
PROTECTION DETAILS.
2- HOUR: DWELLING LOTO LOT 91 LOT 92 LOT T Of T
REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL SEPERAT10N WALL
0
TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE.
THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY WATER CONNECTION
REFER TO CAVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS
AND PAD HEIGHTS SEVER CONNECTION
BUILDING KEY
1794r
2�
1 r-r
r—
21
I-r Z--
1-2"
ISSUE DATE:
11.03.2023 FOR
z
REVIEW
REVISIONS:
..... ....... .......... . ........ ..
These drawinp are the
PLAN 1386
LOT 95
PLAN 1386
LOT 97
pwarty of Stadw
Homes and are not to be
utilized for constrixtion, or
copW in part or in whole
ELEV J
ELEV L
without pwisslon Wom
the bukler. 0 2023
Starlight Homes
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LAST REVISION
SAVI&BY.
5-GANG METER
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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 SIEPERATION WALL
TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE.
THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. WATER CONNECTION
REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS
AND PAD HEIGKIS SEWER CONNECTION
SECOND FLOOR PLAN 9-PLEX
(D 1/4* . V-0` AT 22")CW LAYOUT IJr . 1*-(r AT I I" X 17' LAYOUr
BUILDING KEY
LOT 06 LOT 97 LOT,
CD
+
0
COD
1 1!UE DATE*
OS3.2()23 FO
REVIEW
REVISIONS:
These drawings are the
property of SWW
Homes and are not to be
utilized for construction, or
copied in part or in whole
without permission from
lhe builder. 0 2023
Staftht Homes
LAST REVISM
LAST
0
0
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SHEETNQ.
A2.1
NOTES: FIRE PARTITION/
- REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE FIRE BARRIER LEGEND
PROTECTION DETAILS.
2 HOUR DWELLING —91 LOTS' —92 LOT T T T
REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL SEPERATION WALL
0
TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE.
x
THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. WATER CON14ECTION
REFER TO CI-L ENGINEERS DRAWINGS FOR ALL SULDING LOCATIONS
AND PAD HEIGHTS. SEWER CONNECTION
BULDING KEY
C4
'I UE ATE.
I !OS3.2OD23
17V-W
FOR
REVIEW
REVISIONS:
!-E
These drawingis am ft
PLAN 1386
PLAN 1386
LOT 95
1386
PLAN 1386
PLAN 1386
LOT 97
Homes and are not to be
utilized for constItiction, or
copied in part or in whole
without permission from
the builder. 0 2023
LOT 94
ELEV J ........... ....... ... .
!PLAN
OT 96
LOL T gj
ELEV L
Staftht Homes
ELEV M
ELEV KR
LAST REVISION
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LOT 90 � LOT 91 � LOT 92 �
ELEV NR I ELEV BR I ELEV M I
,FRONT ELEVATION 9-PLEX
i/4' =1'-0' AT 27X91' LAYOIrr La' = IW AT 11' X 17' LAYOUT
These drawings are the
property of Starlight
Homes and are not to be
utilized for construction, or
copied in part or in whole
wftut permission from
the builder. 0 2023
Staftht Homes
LAST REVISION
►tttti/ /1
ED_BY:
SHEET NO
A5.1
PLAN 1386 i PLAN 1386 i PLAN 1386
LOT 94 i LOT 95 LOT 96
ELEV M ELEV J ( ELEV KR
FRONT ELEVATION 9-PLEX
lhr = 1'-0' AT 22'X30' LAYOUT 118' = I'M AT 11' X 1T LAYOUT
PLAN 1386 i PLAN 1386
LOT 97 LOT 98
ELEV L I ELEV O
C3
J i
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CIZ I
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I--
ISSUE DATE:
11.03.2023 FOR
REVIEW
REVISIONS:
These drawings are the
property of StarW
Hanes and are not to be
utilized for caatruction, or
copied in part or in whole
wftut permission from
the builder. 0 2023
Staritht Homes
LAST REVISION
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PLAN 1386 i PLAN 1386
LOT 93 LOT 92
ELEV AR ELEV M
REAR ELEVATION 9-PLEX
1/4-=1'4O'AT 22'7C3CUVOUT tb-=1'A'AT 11-%17-UVOUr
PLAN 1386
LOT 91
ELEV BR
PLAN 1386
LOT 90
ELEV NR
�• �,. SUILDiNG KEYLOT 96 LOT 97 LOT go
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j
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These drawiiis are the
property of Starlight
Homes and are not to be
utilized for consbuction, or
copied in part or in whale
without permission from
the builder. 0 2023
Starlight Homes
LAST REVISION
ILAST SAVED BY:
I11 JJ/)
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SHEET HQ
A5.1.2
PLAN 1386 i PLAN 1386
LOT 98 LOT 97
ELEV O ELEV L
PLAN 1386
LOT 96
ELEV KR
REAR ELEVATION 9-PLEX
va• = no• ar arxsa• uVOUT 1R' = i'-0• AT „' %,T uYOUr
PLAN 1386
LOT 95
ELEV J
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1 LOT 94
ELEV M
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0
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1--
ISSUE DATE:
11.03.2023 FOR
REVIEW
REVISIONS:
These drawiW are the
lwem of stadW
Homes and are not to be
utilized for construction, or
copied in part or in whole
without permission from
the builder. 0 2023
Starlot Homes
LAST REVISION
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X Cy. . M
W IM z
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SHEET Na
A5.1.3
PEH BiY[L] Efi ANU POWERLAVOUT PLAN 1386
LEFT ELEVATION 9-PLEX LOT so
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ELEV NR
PLAN 1386 PER eLALDFA AND POWER LAYOUT
LOT 98 2 RIGHT ELEVATION 9-PLEX
114'.1'A' AT22'X84'LAYOUT 1C. 11(r AT 11^X 17- LAYOUT
ELEV 0
x
ca
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0
,= x
Oct
H
ISSUE DATE:
11.03.2023 FOR
REVIEW
REVISIONS:
These drawings are the
property of StadW
Homes and are not to be
utilized for construction, or
copied in part or in whole
without permission from
the builder. 0 2023
SWj%ht Homes
LAST REVISION
LAST
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BUILDING KEY
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.20123 FOR
FOR
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FIRE BLOCKINGAT EAVES 4'-0" TYP. FIRE RETARDENT
XNED
No SOFFIT VENTS
IN HATCHED AREA OF EAVES.
PLYWOOD ON
r_(r EACH SIDE OF
TENANT SEPARATION
SOFFIT TO BE
NO ATTIC VENTINGOR
REVISIONS:
SOM
NON-COMBUs,nBLE T.
OPENI NGS ALLOWED, PER
2M FLORIDA BUILDING
CODE -RE DENTIAL
SR130222
I
SECTION
- — — — — — — — — — — — — --
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These drawiniis are the
Of swot
plop"
Homes and are nol to be
utilized for consWclion. or
copied in part or in Whole
wilhout permission from
thebuilder. 0 2023
Starkht Homes
7t
LAST REVISION
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INHATCHED EAOFEAVES.
1
PLYWOOD LIN
W-W EACH SIDE OF
1
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11.03.2 23 FO
SOFFIT TO BE
I
TENANT SEPARATION
NO ATTIC VENTM OR
I
REVIEW
NON-COMBUSTIBLE SOFFIT.
OPENINGS ALLOWED, PER
2020 FLMIDA BUILDING
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CODE-FIESIDENTIAL
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REVISIONS:
SECTION F=.2.2
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. . . . . ................... . .
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it
Homes and am not to be
utilized for constwtion, or
.
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copied in part or in whole
W1011101,11 PWMM!Dn brom
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stadight Homes
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ISSUE DATE:
01.16.2023 FOR
REVIEW
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ON E� SIM KNDOH P� 5 WEND THE JAM FLASHNS 4' ABOVE THE Ra)&H OPENINry NV 6'
9 THIS HU PAM A T-LW TKAT MN.L BE LOW TO COVER THE HEAD R.ASHINS B. INSTALL THE HNDM ACC4ROIN& TO THE KANLIFAC,71)RERS BELON THE ROL16H OPENNS
IN STEP 6. 5 INSTALL OMIER. SHIELD FLA64INS (FASTEN KTH MOtSTOP SEALAW SPWIFICATIONS.
OR EaJAU 0. INSTALL THE KH20H ACCOIWM TO THE MANLIPACTLIRM
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5. E� THE W.V FI.Ag" r Wym THE ROM ON EACH Sm BUILDIW PAPER.
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ISSUE DATE:
01.16.2023 FOR
REVIEW
REVISIONS:
Thmimigawalm
1:101)"Glallow
ffilm awdamrMicbe
ullindformaludbw
copied In ped or In whole
WNWFI 'll'i fnm
#s9bWft.6=
mwwftm —
LAST REVISION
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ADDING 2 1/2 INCHES
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ISSUE DATE:
PANEL
01
06-22-2023 FOR
Oft
REVIEW
REVISIONS:
(2) 3' PVC T PVC r PVC
BY OTHERS (1) 94 CU (1) #4 CU
WIRE BY 071-ERS
(3) 200ALUM
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These drawkW am ft
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NOTE: ELECTRICAL PANEL DIAGRAM IS FOR SCHEMATIC
cooed in part or in whole
PURPOSES ONLY. INFORMATION SHOWN WAS
wiffim permission hom
PROVIDED BY THE EALLECTRICAL INSTALLER AND MUST BE
VERIFIED IN FIELD TO MEET ALL APPUCABLE REQUIREMENTS
0
OF THE 2014 NATIONAL ELECTRICAL CODE.
the bulder. 2023
Staltht Homes
L
LAST REVISION
112-
9-UNIT ELECTRICAL PANEL DIAGRAM 41
DETAIL 1
1
2
1'= V-0" AT 2r)W LAYOUT 1*-T AT I I" X 17' LAYOUT
LAST SAVED BY:
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ENTRANCE RATED
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10
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BY
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R
OTHERS
MRE BY OTHERS
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(3) 210 ALUM
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NOTE: PLUMBING RISER DIAGRAM IS FOR SCHEMATIC
C3
PURPOSES ONLY. ALL INFORMATION SHOWN WAS PROVIDED
BY THE PLUMBING INSTALLER AND MUST BE VERIFIED IN
ELD TO MEET ALL APPLICABLE REQUIREMENTS OF THE 2020
URIDA
MF
PLUMBING CODE. M EDITION.
PLUMBING RISER DIAGRAM
3' - 1'-T AT 2r)CW LAYOUT l-W AT 11" X 17' LAYOUT
2 GALVRODS
02 OU
NOTE: ELECTRICAL PANEL DIAGRAM IS FOR SCHEMATIC
PURPOSES ONLY. ALL INFORMATION SHOWN WAS
PROVIDED BY THE ELECTRICAL INgrALLER AND MUST BE
VERIFIED IN FIELD TO MEET ALL APPLICABLE REOUIREMENTS
OF THE 2014 NATIONAL ELECTRICAL CODE.
9-UNIT ELECTRICAL PANEL DIAGRAM
to.
DETAIL 2
3 i�--l'-MAT2r)WLAYOUT -I'-WATII'XlrLAYCW
D-5
KULDINGOODE: FLORIDA WILDING CODE. RESIDENTIAL, 7TH EDITION CAW)
MMOM lWOF LOADING:
TOP CHORD LIVE LOAU.
LESS THAN 4M2 PSF
4V12 PITCH OR GREATER 16 PSF
TOP CHORD DEAD LOAD:
METAL OR SHINGUE_7 PSF (REFER TO NOTE 1)
CONCRETE OR CLAY TILE 15 PSF (REFER TO 14OTF 1)
1. SUILDER SHALL VERIFY WFTH ROOF COVERING MAN FACTURERS MITTEAl
SPECIFICATIONS. AND SHALL NOTIFY ENGINEER OF RECORD IF ADDITIONAL LOADING IS
REQUIRED.
BOTTOM CHORD LIVE LOAD.
UNINHABITABLE ATM WITHOUT STORAGE 10 PSF
UNINHABITABLE ATTIC WITH UNITED STORAGE 20 PSF
HABITABLE ATTIC. AND ATTIC SERVED WITH FIXED STAIRSamo DOOR --_so PSF
ATM LOAD CONCURRENCY AND STORAGE AREA CLASSIFICATIONS SHALL BE APPLIED AS
DEFINED IN THE GOVERNING BUILDING CODE SECTIONS: FBC4t3M.5 OR FSC 1,107.1
BOTTOM CHORD DEAD LOAD 10PSF
MOIRMFLOOOtL*APM
TOP CHORD LIVE LOAD
RESIDENTIAL FLOOR____.�W PSF
GAME OR GATHERING ROOMS j80 PSF
STAIRS�-40 PSF
DECKS 40 PSF
BALCONIES (LESS THAN 100 SF)___p PSF
9ALCOMIES_IW PSF
TOP CHORD DEAD LOAD:
CARPET. VINYL. OR MOD IOPSF
CERAMIC TKE_I 0 PSF (REFER TO NOTE 2)
2. TILE FLOOR LOADING ASSUMES AN INSTALLED WEIGHT OF 7 PSF OR LESS (IN ADDITION TO
A 23W4MCH OSS SUBSTRATE) FOR THE TILE ASSEMBLY AS DEFINED IN T14E TCNA
HANDBOOK FOR CERAMIC. GLASS, AND STONE TILE INSTALLATION. THE CONTRACTOR
$HALL VERIFY THETILE ASSEMBY WEIGHT AND SUPPORT REQUIREMENTS. IFTHE
ASSEMBLY EXCEEDS 7 PSF, OR REQUIRES FLOOR JOISTfrRUSS SPACING LESS THAN
244NCHES O.0 - CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION -
BOTTOM CHORD LIVE LOA0__q PSF
BOTTOM CHORD DEAD LOAD__j5 PSF
GUARDSANDHANDRALM
CONTINUOUSLOAD 50 PLF
MAXIMUM POINT LOAD 2W LBS
IN+lU. COMPONENTS 50 PLF
DEFLECf= CMTI,"k'
ROOF RAFTERSITRUSSES
LIVE LOAD_L 1240
TOTAL LCAD_L 1240
FLOOR JOISTSrrRUSSES
LIVE LGAD_L / 380 (REFER TO NOTE 3)
TOTALLOAD 1240 (REFER TO NOTE 3)
3. FLOOR COVERINGS MAY REQUIRE STIFFER DEFLECTION REQUIREMENTS. To
FLOOR MANUFACTURER'S WRrnrN SPECIFICATIONS. FOR TILE FLOORINGS= TO THE
TCNARECOMMENDATIONS FOR DEFLECTION LIMITS FOR THE TILE ASSEMBL. - .---
CONTRACTOR SHALL VERIFY THE FLOOR COVERING DEFLECTION REQUIREMENTS. AND
CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION IF STIFFER FLOOR
MEMBERS ARE REQUIRED-
V*LLS
WIND LOADS NTH PLASTER OR STUCCO FINISH 1380
WVID LOADS VKTH OTHER BRITTLE FINISHES 1.1240
YARD LOADS WITH FLEXIBLE FINISHES 1180
DIFFERENTIAL DEFLECTK*t
THE ENGINEER OF RECORD RECOMMENDS LIMM14G DIFFERENTIAL DEFLECTIONS BETWEEN
ADJACENT ROOF AND FLOOR TRUSSES OR JOISTS TO TWICE THE SPACING DIVIDED BY THE
DEFLECTION UMFT. FOR TYPICAL FLOOR AND ROOF MEMBERS SPACED AT 24, D.C.. THE
ENGINEER OF RECORD RECOMMENDS UMITNG DIFFERENTIAL DEFLECTIONS TO THE
FOLLOWING VALUE&
ROOF RAFTERSITkILISSIES SPACED AT Zr D.C.
LIVE LOAD L 1240: 02T MAX DIFFERENTIAL DEFLECTION
TOTALLOAD L 1180: 027' MAX DIFFERENTIAL DEFLECTION
FLOOR JOISTSITRUSSES SPACED AT ZC D.C.
LfVELOAP_L/39D: 0.17 MAX DIFFERENTIAL DEFLECTION
TOTAL LGAD_L 1240: 02(r MAX DIFFERENTIAL DEFLECTION
A.B. ANCHOR BOLT
A(C AIR CONDITIONER INT. INTERIOR
AFY ABOVE FINISHED FLOM MAX MAXIMUM
AH.U, AIR44ANDLER UNIT MOD MONTA CONSULTING DESIGN
ALT. ALTERNATE MIN. MINIMUM
AT.R. ALL THREAD ROD MONO. MONOLITHIC -
OWL acTrom CHORD DEAD LOAD mPsl MLUON POUNDS I SQUARE INCH
EIRG. BEARING NO. NUMBER
CANT. CANTILEVER N.T.S. NOT TO SCALE
t CENTER LINE D.C. ON CENTER
C'j CONTROL JOINT OPT. OPTIONAL
cmu CONCRETE MASONRY UNIT PLF POUNDS PER LINEAR FOOT
COKT. CONTINUOUS PLY. PLATE
D.F. DRINKING FOUNTAIN P F PCXMDS PER SQUARE FOOT
OLA. DIAMETER P: POUNDS PER SQUARE INCH
EA EACH P.T. PRESSURE TREATED
ELEC ELECTRICAL REOV REQUIRED
ELEV ELEVATION RM. ROOM
E.O.R. ENGINEER OF RECORD R.O. ROUGH OPENING
E.W. EACH VWkY SCL STRUCTURAL COMPOSITE LUMBER
EXT. EXTERIOR am SLIDING GL45S DOOR
FBC FLORIDA BUILDING CODE IIIM. SIMILAR
F'F.E. FINISHED FLOOR ELEVATION 8" SPRUCE PINE FUR
FLR- FLOOR SO. FT. SQUARE FOOT I FEET
FND, FOUNDATION SUB SUB -CONTRACTOR
F.R. FIRE RATED SYP SOUTHERN YELLOWPINE
FT. FOOTIFEET TCOL TOP CHORD DEAD LOAD
Fro. FOOTING TCLL TOP CHORD LIVE LOAD
F.V. FIELD VERIFY T.O.M. TOP OF MASONRY
GALV. GALVANIZED T.O.W. TOP OF WALL
D.C. GENERAL CONTRACTOR TRANS. TRANSOM
G.T. GIRDER TRUSS TYP. TYPICAL
GYP. GYPSUM U.N.O. UNLESS NOTED OTHERWISE
HDR. HEADER VERT. VERTICAL
HGT. HEIGHT w WITH
HORIZ. HORIZONTAL YAW WELDED WIRE FABRIC
I.L.O. IN LIEU OF
VMD DESM CWMRIA
WlMDCGm
ASCE 7-16. MODIFIED PER FLORIDA BUILDING CODE.
RESIDENTIAL, 71% EDITION C2020)
WIND DESIGN INKROtEMEMM
RISKCATEGORY
11
BUILDING TYPE
VII
WIND SPEED (ULTIMATE)
139 -0
WIND SPEED (ALLOWABLE)
108 -0
WIND EXPOSURE
C
ENC SURE CLASSIFICATION
ENCLOSED
INTERNAL PRESSURE COEFFICENT
0.19
MAXIMUM MEAN ROOF HEIGHT
30 It
VELOCITY PRESSURE COEFFICIENT
0.99
BASIC VELOCITY PRESSURE
413 Pd
111OWSHFATHM&NALING:
COMPONIMANDCLADD111111111111MM
WINDOWS AND DOORS
EFFECTIVE
WIND AREA
(SQUARE FEET)
ZONE 4
PRESSURES
(PSF)
ZONE 5
PRESSURES
(PSF)
0-10fe
.291 -31.7
+292 -39.1
20-49f
+27S -30A
.27.9 -36.5
so-sefe
+262 -23.7
.262 -33.0
1!:�l 910 IF
.24.9 -27-3
.24.9 -30.4 1
+233 -26D
+233 -27.
r-crxw-wGARAGE
r4r. IN-O"GARAGE DOOR 1+241 -27.5 1
--I
SOFFIT PRESSURES 1.29.2 39.1
PRESSURES LISTED ABOVE ARE DESIGN PRESSURES. MULTIPLY
BY 1.97 TO CONVERT TO ULTIMATE WIND PRESSURES.
ROOIF SHEATHING AND NAILING
SHEATHING
ROOF SHEATHING NAIUNIG-
ALTERNATE ROOF SHEATHING NAILING:
ROOF PITCH
EAVEIRIDGE
INTERIOR
EAVEIR11 E
INTERIOR
MINIMUM
SPAN
INIMUM
NAIL
SPACING
SPACING
ALTERNATE
NAIL
SPACING
SPACING
RATING
THICKNESS
TYPE
(EDGE I FIELD)
(EDGE I FIELD)
TYPE
( EDGE I FIELD)
(EDGE / FELD)
4112&LESS
3Z/16
15/1.
RSRS-01
616
616
0.131m x r
4/6
6/6
4%112 &
GREATER
24/16
7/16"
RSRS-GI
6(6
G(S
0.131m x 3w
4/6
6/6
MrWD
�9132'
R--
6/6
6/6
..111'.3-
4/6
1/6
HE.)
RSRSDlI
L
(ALTERNATIVE
IF PERMITTED)
1 3Z/16
1513r
I
RSRS-01
6/6
6/6
O.l3l'x3'
4/6
6/6
'NOTE SHEATHING THICKNESS AND ATTACHMENT IS ENGINEERED ACCORDING TO THE PROVISIONS OF FBC41 SECTION RSMA AND DOES NOT
MATCH THOSE OUTLINED IN SECTION R8012. CALCULATIONS CAN BE PROVIDED UPON REQUEST
1 . ALL SHEATHING SHALL BE EXTERJOR EXPOSURE I APA RATED
SHEATHNG. FOR SHINGLE ROOFS. CBS OR PLW40M
\an
(MINIMUM SPLY) CONSTRUCTION IS PERMITTED. FOR TILE &
METAL ROOFS, PLYWOOD CONSTRUCTION IS REQUIRED
UNLESS OTHERWISE NOTED IN MANUFACTURERS WRITTEN
SPECIFICTIONS.
2. BUILDER SHALL VERIFY MINIMUM ROOF SHEATHING WITH THE
SHINGLE MANUFACTURERS WRITTEN SPECIFICATIONS
3. SHEATHING TO BE PLACED WITH LONG DIMENSON
PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY
CUPS AT ALL UNSUPPORTED ROOF SHEATHING JORITS EXCEPT
A
AT PITCH CHANGE LOCATIONS. PLY CUPS TO BE SPACED NO
ORE THAN 2r D.C. a
4. IF ANY PORTION OF ROOF ON THE STRUCTURE KASAPFTCM
LESS THAN OR EQUAL TO 4 1 1Z THE BUILDER SHALL USE THE
SHEATHING REQUIRED FOR THE 4112 PITCH FOR THE ENTIRE
STRUCTURE.
S. THE'EAVE f RfDGE" ZONE IS MEASURED 4 FEET FROM THE a a
PERIMETER OF THE EDGE OF THE ROOF. AND 4 FEET EACH SIDE
OF RIDGES AND HIPS. INTERIOR ZONE
S. EDGE - NAIL SPACING ALONG PANEL EDGES.
7. FIELD - NAIL SPACING ALONG INTERMEDIATE SUPPORTS IN THE EAVIE I RIDGE ZONE
PANEL FIELD.
S. RSRS-01, RSRS-M RSRS-04 ARE RING SHANK NAILS MEETING a-4FFETFROMALL
THE SPECIFICATIONS IN ASTM F1667. EAVES AND RIDGES a
9. 0.131'X 7 SMOOTH SHANK NAILS MAY BE USED IF NOTED IN PER F&C4t30I.2M A_
THE ROOF SHEATHING AND NAILING TABLE. 'N.P! INDICATES
THAT ALTERNATIVE NAILS ARE NOT PERMITTED.
TILE RGOFS:
1. WILDER SHALL UTILIZE THE RECOMMENDED ROOF SHEATHING
SPECIFICATIONS. BUILDER MAY USE THE ALTERNATIVE ROOF
SHEATHIING ONLY WHEN PERMITTED BY THE MANUFACTURER'S
WRITrIENSPECIFICARONS 'N.P.IMOICATES ALTERNATIVE
SHEATHING IS NOT PERMITTED FOR THIS PROJECT.
GAWEENDSM&THING:
1. MINIMUM EXTERIOR EXPOSURE I APA RATED SHEATHING,
WITH A MINIMUM SPAN RATING OF 206. AND A MINIMUM
THICKNESS OF 7MS` OSS OR PLYV400D (MINIMUM 3-PLY)
CONSTRUCTION IS PERMITTED.
2. PANELS MAY BE LAID PERPENDICULAR OR PARALLEL TO
SUPPORTS.
3. NAILVM(1)4tOWO.l3l'x2.lrZKNLSATTO.C.ATEDOM
AND S' D.C. Rd THE FIELD. INSTALL MIN. 2*4 SYPO2
BLOCKING AT ALL SHEATHING JOINTS.
WALM
REFER TO DETAM WFIO FOR MORE INFORMATION.
At
FASTENS
REFER TO SHIINGLE ROOF TABLE FOR NAIL SIZES TO BE USED TO
FASTEN ROOF SHEATHRIG TO ROOF FRAMING. ALL OTHER
SHEATHING APPLICATIONS SHALL BE 0.131'x 2-IfZ OR RSRS�03
NAILS* GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO
HAND EFRIVEN NAILS. FASTENERS FOR PRESERVATIVE TREADED
WOOD SHALL BE HCft4OIPPEO ZIMC�COATED GALVANIZED STEEL
THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM
AISS,
APARATM111111HIM71111111111111311MM-
SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL
UN UPPORTIED PANEL EDGES AT HIP LOCATIONS OR LOCATIONS
St
OF A PITCH CHANGE BLOCKING TO BE ZA SYP SZ NAILED AT
EACH END WITH (3). 0.131* x r TOE44AILS.
STANDARD NAIL S(CHEDULE
STANDARD NML
GENERAL DIAMETER`
LENGTH
HEAD DIAMETER
&I
0.131'.2t
.291,
101
0.140xT
mr
A31-.3'GUNNAIL
0.131'.7
.211'
12d a i6d SINXER
0.141rx3t
.317
ied
olSTx3t
34r
(RSRS41) RING SHAW
O.Ilr.21*
.211*
(RSRS-M) RING SHANK
0.131'x2t
.291*
(RSRS-04) RING SHANK
0.12V. 7
.11.
.11.
NAILING NOTES
1. CONTRACTOR MAY USE A DIFFERENT NAIL THAN INDICATED
AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND
LENGTH INDICATED.
2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS.
MINIMUM MAIL LENGTH PER CONNECTOR IS RED. IF LONGER
NAIL IS USED FT IS ADEQUATE AS LONG AS FT 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 FISSF.
INDEX OF DRAWINGS
SHEET
I SHEET TITLE
Sl
STRUCTURALCOVER
S1.1
STRUCTURALNOTES
S2
FOUNDATION PLAN
S2.1
FOUNDATION PLAN
S3
FOUNDATION DETAILS
DETAILS
Pwl U373 WALL ASSEMBLY
PVV2 U336 WALL ASSEMBLY
PW3 NOT USED
PW4 U347 WALL ASSEMBLY
PW5 I V344 WALL ASSEMBLY
SDWC I SDWC DETAILS
SDWF SDWF DETAILS
WP1 WALL PANEL FRAMING DETAILS
STI GENERAL STAIR DETAILS
MASTER UPDATES
I NUMBER I DATE I DESCRIPTION I INITIALS F
1 1 12/2812023 1 CREATED 9-UNIT BUILDING TYPE W PER TYTH-BLDG I (BFS) JDP P
W112023 1,nLIEI��!�H U!R�EE�IUNIT BUILDING TYPE W REVISING PATIO
1 3 li2lifiI20231 CREATED 9-UNIT BUILDING TYPE'B'PERTYTH-BLDG 13 (9D-98) (BFS) JDP R 61 P
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1IMB: AS INDICATED
.11 DATE' 12GIr=
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COPYRIGKIF MCD 2015-. The inlbm ation contained in this document is copyrighted and is to exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES. LLC. Any use, duplication, ortransferofthem documents withoutthe %Vreased, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Is strictly prohibited.
FOUNDATIM
SOIL LINDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX DRY
DENSITY AS DETERMINED BY ASTM 01557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY
2000 POP
TERWTIETWATMENT
REFER TO SECTION R318 PROTECTION AGAINST TE-ITES, OF THE FLORIDA BUILDING CODE -
REMENTIAL CURRENT EDITION, FOR FULL LIST OF REQUIREMENTS
RE19101114CMISTIEEIL
1. ALL REINFORCING STEEL SMALL BE DEFORMED 13ILLET STEEL BARS CONFORMING TO ASTM
AVIS..
AAEFER TO FOUNDATION PLAN AND DETAJLS FOR REQUIRED FOOTING REINFORCEMENT.
FOOTING REINFORCEMENT SMALL BE MIN. GRADE 40. U.N.O.
BAEFER To DOWEL PLACEMENT PLAN FOR MASONRY WALL REINFORCEMENT SIZE AND
GRADE
CASPER TO UNTEL PLAN FOR MASONRY LINTEL AND BOND BEAM REINFORCEMENT SIZE
AND GRADE.
2. REQUIRED LAP SPLICES SMALL BE AS DEFINED IN TAME BELOW.
TAKE MM
REDD LAP SPUCE, EMBEDMENT. AND HOOKED AEIW. STEEL SNCHES)
40
1 GRADESD
BAR SIZE
SEND 0
LENGTH
JLAPSPLICE
BENDO
LENGTH
LAP SPLICE
v
'C
"M
::�
'W MASONRY
'U* CONCRETE
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LAFSPIUDE 61ANDAIN)SN'HOOK 611ANDARD11WHOOK
CAST IN PLACE CONCRETE
1. ALL CONCRETE SMALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 250D PSI.
A SLUMP OF S' PLUS OR MINUS V, AND HAVE 2 TO 4% AIR ENTRAJNMENT, AND A MAXIMUM
WATERICEMENT RATIO OF 056.
2. WELDED WIRE FABR C SHALL CONFORM TO ASTM A-05 FOR 66WAXW1.4 WAIF SHALL BE
LAPPED AT LEAST V & CONTAIN AT LEAST 014E CROSS WIRE WITHIN THE S`_FIBERMIXOF
EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF VWVF.
3. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'THE BUILOM CODE
REQUIREMENTS FOR REINFORCED CONCRETE"ACI 318 LATEST EDITION. AND
"SPECFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDNGS.- ACI 3M.
4- FOOTING REINFORCEMENT SHALL BE CONTINUOUS AROUND CORNERS OR SMALL
TERMINATE WITH A STANDARD W-DEGREE HOOK AT THE CORNER. REFER TO TABLE MD08
ABOVE FOR REINFORCEMENT HOOK AND LAP DIMENSIONS.
S. SLAB ON GRADE. REINFORCEMENT SMALL BE SUPPORTED IN PLACE FROM THE CENTER TO
UPPER 113 OF THE SLAB.
MASONW Yfi" CONSITRUCT11ION
1. HOLLOW CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM CK SMALL BE
NORMAL ViE04T. SMALL BE LAID IN RUNNING BOND, AND SMALL HAVE A MINIMUM NET
COMPRESSIVE STRENGTH (T.) OF 2000 PSI AS DETERMINED BY THE UNIT STRENGTH
METHOD.
2. MORTAR SMALL BE TYPE M OR S. CONFORMING TO ASTM CZM
3. GROUT SHALL CONFORM TOASTM C476. COARSE GROUT SHALL BE UTLIZEDWITHA
MAXIMUM AGGREGATE SIZE OF 3084NCH AND A MINIMUM COMPRESSIVE STRENGTH OF 3000
PSI.
4. ENGINEER OF RECORD RECOMMENDS. BUT DOES NOT REQUIRE. USE OF 9 GAUGIE LADDER
TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE.
5. SHOULD AREAS OF ITrACK BOND SM. UTILIZE 9 GAUGE LADDER TYPE HORIZONTAL JOINT
REINFORCEMENT AT EVERY OTHER COURSE. OR SHALL BE FULLY GROUTED.
6. VERTICAL REINFORCEMENT SMALL BE PLACED AS NOTED ON THE DOVVEL PLACEMENT PLAN
WITHIN CELLS FILLED WITH COARSE GROUr. VERTICAL REINFORCEMENT SMALL BE HELD IN
CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP AND BOTTOM AND MAXIMUM VmM
VERTIC
U.N.0- _ALLY. TIES TO THE FOOTING & BOND BEAM REINFORCEMENT IS ADEQUATE AT
TOPAND SGITOMOF WALL USE RESAR POSITIONERS IN MIDDLE OF WALL
7. NO No"TRUCTURAL "EMS (SUCH AS PLUMBING) SHALL BE PLACED WITHIN FILLED CELLS.
S. ALL BUNDLED BAR REINFORCEMENT SHALL BE TIED TOGETHER Wr MIN. 16 GA.TIES SUCH
THAT DISPLACEMENT WUL NOT OCCUR DURING THE CONRETE PLACEMENT OPERATION.
9. VERTICAL REINFORCMENIT SMALL HAVE STANDARD 90-DEGREE HOOK INTO THE TOP COURSE
OF THE BOND BEAM. AND A STANDARD 904NEGREE HOOK INTO THE FOOTING
REINFORCEMENT.
10 EXPANSION TYPE ANCHORS SHALL NOT BE USED IN GROUTED MASONRY.
11. EXCEPT AS SPECIFICALLY NOTED THIS PLAN. THE BUILDER SMALL OBSERVE ALL N!"MUM
CONSTRUCTION REQUIREMENTS SPECIFIED IN THE SPECIFICATION FOR MASONRY
STRUCTURES (TMS 602-14
12. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN I INCH.
13. MASONRY ROUGH OPENING TOLERANCES - IW TO - 10
14, DO NOTAPPLY UNIFORM LOADS TO MASONRYWALUS FOR (3)DAYS AND NO
CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318. LATEST EDMOK
16. VERTICAL FURRING STRIPS WHEN REQUIRED TO BE MAX 2X P.T. ATTACHED TO CMU W MIN.
0.131 DIAMETER CASE HARD MASONRY NAIL W MIN. 14W EMBEDMENT OR IW TAPCON W!
MIN. 14rr EMBEDMENT 0 IS' D.C. MEASURED VERTICALLY AND 4r FROM ENDS. 2X FURRING
TO eE INSTALLED PER MANUFACTURER'S ARITTEN SPECIFICATIONS OR 0 MAX 2r O.C.
1. WOOD CONSTRUCTION SMALL CONFORM TO THE ANSMAM"NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION', LATEST EDITIONUIIDS)
2. LUMBER DENOTED AS SPF02 OR SPFOIN2 SMALL BE SPRUCE4"E-FR VISUALLY GRADED
W.1*40.7' BY NUGA. OR BETTER.
3. LUMBER DENOTED AS SYP#2 SMALL BE SOUTHERN YELLOW PINE VISUALLY GRADED *No 7
By SPIS,OR BETTER.
4. OTHER LUMBER SMALL BE WMALLY GRADED"Ift. r OR BETTER REGARDLESS OF SPECIES.
U.N.0' ON FRAMING PLA14S OR DETAILS.
5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS - SEARRIGWALLS,
SHEAR WALLS. AND MSG. MEMBERS #.I- BLOCKING OR GABLE END BRACING) SHALL BE
SPF#IN2 OR SYP#2 OR BETTER U.N.O.
S. ENDK)KTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR
VOW) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED
7. FIELD -CUT ENDS. NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SMALL
BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.
S. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS
OF A SUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT
PROPERLY PROTECTED BY A ROOF. EAVE OR SIMILAR COVERING SMALL BE PRESSURE
TREATED WITH PRESERVATIVE. OR BE MANUFACTURED FROM NATURALLY DURABLE OR
PRESERVATIVE -TREATED WOOD.
9. ALL LUMBER SPECIFIED ON DRMNGS IS INTENDED FOR DRY USE ONLY (MOISTURE
CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE
RESPONSISTUTY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY
OTHERS.
10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF
THE STUD LIP TO la DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER I' IN DIA
FOR PLUMBING LINES. ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP
U.N.O.
11. UAW OF THE PRESSURE TREATED WOODS USE CHEL41CALS THAT ARE CORROSIVIETO
STEEL IT IS THE BUILDERS RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT
AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE.
AC". ACQ-D, CSA-A OR CA-S REQUIRE HOT4XPPSD 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 Ul
STANDARD.
13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WTH CONCRETE OR MASONRY.
SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT V400DEN TOP
PLATES,
4.SEEPLA,N OR BUILT UP STUD COLUMN AND BEAM MAKING PATTERNS
1:.REFERTO FEIGN PLANS FOR TOP PLATE ELEVATIONS.
I . TRUSS SPACING SHALL BE 2,r D.C. MAX UNLESS OTHERWISE NOTED. CONVENTIONAL
FRAMING SHALL BE IV D.C. MAX OR AS OTHERWISE NOTED.
17. AT ALL NON45EARING WALLS: FRAME STUDS 0 2W D.C. VW SINGLE TOP AND BOTTOM PLATE.
LEAVE 1-11121 GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS IANTM
SIMPSON OTC CLIP OR Z(4 SYP No. 2 BLOCKING VON (2)- 0.131"x S� NAILS TOP & BOTTOM
Is. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTRAK)US
FROM FLOOR TO CEILING.
19. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUREMENTS OF ALL
HARDWARE BEFORE INSTALLATION.
1. FLOOR JOISTfrRU" MANGERS SUPPLIED & ENCHNEERED BY FLOOR JOISTITRUSS CO.
2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESKWATIONS.
3, GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHl' CONCRETE ON SELF LEVELING
CONCRETE IS REQ. CONTACT E.O.R. ALONG VVITH TRUSS 00. TO VERIFY FLOOR TRUSS DESIGN.
4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL
CHASES AND PLUMBING TO AVOID CONFLICT.
5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SMALL BE SPECIFIED BY THE
MANUFACTURER-
0, G.CAUIUDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENNG LOCATIONS AND
ADDITIONAL INFORMATION REG. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS
NOT SHOWN HERE.
FLOOR SHFATHING NOTES
FLOOR SHEATHING TO BE SW PLYV400D MIN. OR 23132' OS8 MIN. APA (4624) RATED SHEATNNG
OR STRUCTURAL 1. WITH LONG DIMENSION PERPENDICULAR TO SUPPORT iFLOOR TRUSSES),
GLUED AND NAILED TO SUPPORT.
FLOOR HIIIJILM NOTES
MAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE CL131" x 3'. 0.131'x 7 RING OR
SPIRAL SHANK HAND OR GUN DRIVEN MAM.S. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE
EQUIVALENT TO HAND DRIVEN NAJLS. SPACING SMALL BE C ON EDGES AND Ir IN FIELD.
1. ENGWEERED LUMBER WODUCTS SMALL CONFORM TO THE CURRENT EDITION OF THE
ANSIAWD NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS).
2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUIASER (SCL) AS
DEFINED BY NO$ SECTION S. I ONCLUDING LVL. Pat, AND LSL LUMBER) OR STRUCTURAL
OWED LAMINATED TIMBER AS DEFINED BY Nos SECTION S.I.
VALUES AS FOLLOWS.
COLUMNS 1 8 U
COMB, NO. 50 GLULAM SCL
E = 1.9 MPSI E = 1.7 MPSI E - 2.0 MPSI E-ISMPSI
FOY - 21W PSI FS = 285D FB-MW FS - Z?DD
FOX-2,100PSI FT - 1850 FT - 170D FT - 15W
FCII - 1,700 PSI PC 11- 3M FC 1[- 3000 FC 11- 2100
FC-.45) FC_-9110 FC-=450
FV - 295 FV = 295 FV-150
23j" CONSTRUCTM
l.USEIfZCEIL G OR SAG RESISTANT BOARD FOR 2C O.C. FRAMING U.N.0
Z SW TYPE `X` GYPSLM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE
16 ABOVE THE GARAGE.
R " AM NETNOIX
S"
CONSTRUCTION MEANS S, METHODS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
THESTRUCTUREI UNSTABLE UNTIL ALL LOAD SWING WAILS ARE ERECTED& TRUSS I
FRAME MEMBERS :9 CONNECTED PROPERLY PER APPROVED FRAMING PLANS IDETALS
ALONG WCONMECTOR &COMPONENT MANUFACTLRERS' SPECIFICATIONS. UNTILSUCH
TAKE, TEMPORARY BRACING & SHORING OF WALLS AND FRAME MEMBERS IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
1. ENCLOSED ACCESSIBLE SPACE UNDER STARS SMALL HAVE WALLS, UNDER STAIR SURFACE
AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 104NCH (112.711811) GYPSUM
BOARD.
IT 15 THE BUILDERS RESPONSIBLITY TO ENSURE THAT ALL METAL CONNECTORS. METAL
FASTENERS. ANCHORS. AND NAILS ARE THE APPROPRIATE MATERIAL ANDOR HAVE THE
APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED
WOODS. AS PER THE FOLLOWING GUIDELINES.
1. WOOD TREATED W[TH DOT SODIUM SORATQSSX� CONNECTORS SMALL BE A MIGNIUM 050
ZINC COATING.
2. WOOD TREATED WTH ACO-C OR ACG-D (CARSONATE) OR OTHER SORATE (NON -DOT)
TREATMENTS CONNECTORS SHALL BE A MINIMUM G185ZINC COATING.
3. FOR ALL OTHER COMBINATIONS FOLLOWTHE RECOMMENDATIONS OF THE PRESERVATIVE
WOOD TREATER.
4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF
PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF ASTM F1097
1. THE TRUSS MANUFACTURER SMALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES WITH A
LICENSED ENGINEER'S SEAL FOR APPROVAL. THE ROOF PLAN DEPICTED IS NOT INTENDED
TO SERVE AS A TRUSS DESIGN
A. ALL TRUSS COMPONENTS SHALL BE DESIGNED WITH LUMBER HAVING A SPECIFIC
GRAV17Y (G) OF AT LEAST 0.50
B. THE TRUSS DESIGNISYSTEM ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS
CONNECTION DESIGN AND SPECIFICATIONS.
0. BRIDGING FOR PRE-ENGINEERED TRUSSES SMALL BE INSTALLED AS REQUIRED BY
TRUSS DESIGNMYSTEM ENGINEER UNLESS NOTED OTHERWIM ON PLANS.
2. THE TRUSS MANUFACTURER SHALL VERIFY TRUSS GEONIETRYWITH DEMN PLANS.
3. DESIGN NOTES SHALL INCLUDE THE MANUFACTURER'S LICENSE TO FABRICATE TRUSSES
UTILIZING THE TRUSS CONNECTOR PLATE SYSTEM PROPOSED
4. THE CONTRACTOR SHALL APPROVE FABRICATION AND INSTALLATION DRAWINGS SHOWING
SIZE, SHAPE, AND LAYOUT
S. JOBSITE HANDLING AND ERECTION. INCLUDNO TEMPORARY BRACING. DURING
INSTALLATION OF TRUSSES SHALL COMPLY WITH THE CURRENT EDITION OF SBCA SUILDING
COMPONENT SAFETY INFORMATION IBCSI]L
6. ALL PREFABRICATED WOOD TRUSSES SMALL BE SECURELY FASTENED TO THEIR
SUPPORTING WALLS OR MEMBERS WITH CONNECTORS AS SPECIFIED IN THE CONNECTOR
NOTES AND CONNECTOR SCHEDULE.
7. ALL TRUSS UPLIFT CONNECTIONS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF
RECORD. UPUFT VALUES ON TRUSS ENGINEERING DOCUMENTS MAY BE DISREGARDED.
S. TRUSS ELEVATIONS AND SECTIONS PRESENTED ON THESE PLANS ARE FOR G04ERAL
CONFIGURATION OF TRUSSES ONLY. VMS MEMBERS MAY NOT BE SHOWN. AND SMALL BE
DESIGNED BY THE DELEGATED TRUSS DESIGNMYSTEM ENGINEER.
9. "" SPAN OF ROOF SHEATHING EXCEEDS 24 INCHES D.C. PROVIDE MIN. 2YA SYP 82
BLOCKING:
A -WHEN BLOCKING IS INSTALLED PARALLEL TO TRUSS TOP CHORDS: NAIL BLOCKING TO
TRUSS TOP CHORD W (2HWM 0.131 - X 3' NAILS AT 12' D.C. STAGGERED W. BEGINNING
4'FRONI EA END.
S.WHEN BLOCKING IS INSTALLED PERPENDICULAR TO TRUSS TOP CHORDS: INSTALL
BLOCKING AT 24"O.C. AND NAIL TO TRUSS TOP CHORDS VW (3)- 0.131'. 3"TOE4NAILS OR
FACE NAILS. BEVEL OR MITRE CUT BLOCKING AS REQUIRED.
C. PLYWOOD EDGES AT RIMS REGURE BLOCKING VW (3) 0.131'. 3' TOE -NAILS EACH
END. BEVEL OR MITRE CUT BLOCKING AS REQUIRED.
10. TRUSSr SPACING: MIN 2.4 SYP 02 AT ANGLE APPROX. 40'FROM VERT. TO FA TRUSS
MEMBER W(S)-GI3I-X r NAILS. SPACE 'r BRACING ALONG TRUSS SPAN 0 ICNV MAX
AND EQUALLY SPACED FROM END OF TRUS1S_'X` BRACING TO START 2IT(r MAX FROM #1
HP GIRDER AND I OR (4 SAYS AFTER GABLE END BRACING. SEE BCSM SECTIONS 1. 2
AND 3 FOR ADDITIONAL= PLANE PERMANENT SPACING REQUIREMENTS.
11. PERMANENT 2.4 SPF $2 (MOL) C014TINUOUS LATERAL TRUSS BOTTOM CHORD BRACING
PERPENDICULAR TO TRUSS SPAN AT 15'-W D.C. MAX VAN TRUSS SPAN OR PER TRUSS
DESIGNORAWINGS. ATTACH W(3)- 0.131'X 7 NAILS AT EACH TRUSS. OVERLAP BRACING
AT LEAST ONE TRUSS SPACE (24') PLUS Or MIN PAST BOTTOM CHORD.
I Z INSTALL PERMA14ENT 2. CONTINUOUS LATERAL RESTRAINT (CUR) ACROSS TRUSS WEBS AS
INDICATED ON TRUSS SHOP DRAWINGS & SCSI-83. (r BRACING MAY BE USED LLO.
PEMAKENT CLS IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WES REINFORCEMENT
TABLE WINN BCSI-113).
13. AT RAISED HEEL TRUSSES. 20 SYP #2 (PAIN.) AT TOP AND BOTTOM OF HEEL W (2) 0.131'x T
TOE -NAILS REGID. EXr. SHEAT19NG MUST BE ATTACHED TO RAISED HEEL TRUSS AND
INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12'TALL 20 SYP 02
BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES,
THEN BOTTOM TO TOP W (2) 0.131 o x 3NAILS AT EACH TRUSS MEMBER (DIAGONAL
BRACING)
14. DIAGONAL BRACING REQUIRED AT CONTINUOUS LATERAL RESTRAINT (CUR) PER OCSI-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 ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR
TRUSS FABRICATION. FINAL TRUSS LAYOUT AMD 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 REIVISE THE PLAN AS REQUIRED PER THE REVIEW OF
THE FINAL TRUSS LAYOUT AND TRUSS SHOP ORAVVS, 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 IS SHOWN. NO TRUSS APPROVAL IS
REQUIRED, UNLESS LAYOUT IS REVISED WOUT 1ARITTEN APPROVAL FROM MrD.
IS. IF DESIGN DOCUNIENTS INDICATE THAT AN AM UNIT IS TO BE RECESSED INTO THE ROOF
SYSTEM. THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO
DETERMINE THE REQUIRED SIM (2) 7% MIN POINT LOAD SHOULD BE ADDED TO EITHER
THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD
BE INDICATED ON THE TRUSS SHOP DRAMMINGS. 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:
NOTE TO CONTRACTO
ATTICS CONTAINING APPLIANCES SHALL BE
CONTACT EOR FOR
PROVIDED WITH AN OPENING AND CLEAR AND
ADDITIONALREVIEWF
UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO
TO CONSTRUCTION IF
ALLOWREMOVAL OF THE LARGEST APPLIANCE BUT
TRUSSIPLAN ORIENTA
NOT LESS THAN 31r HIGH AND Zr WIDE. A LEVEL
AT AIR HANDLER UNIT
SERVICE SPACE NOT LESS THAN 30' DEEP AND 37
DFFERS THAN RIDICA
WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE
THIS DETAIL
APPLIANCE WHERE ACCESS IS REQUIRED. REFER TO
SECTION M1305 FOR ADDITIONAL REQUIRED
12
INFORMATION HOT COVERED ON DETAIL
SEE r
SH
ATTACH R NAILING
SCHEDULE
GENERAL NOTE:
2r MR.
INSTALLATION ANDIOR
REQUIREMENTS OF
THE AIR HANDLER 2.4 82 SYP RAT RUN
UNIT OR
SHALL TOP AND BOTTOM MIN
(2) PAST AIC
By MECHANICAL
CONTRACTOR OR BY MIN (3) BAY
LAPW(2)0.lgrx
OTHERS. NOT BY NCO 34W MAKS TO EACH
TRUSS. TYP EACH
SWE
STANDARDTRUSS
BOTTOM CHORD
A/C IN TRUSSES
3W.I,-Cr
RELD REIPAM NOTEIII
1. OMITTED FORfkR
DRILL A 3W 0 HOLE MIN.S' DEEP AT LOCATION OF OMITTED RESAR. AND INSTALL #5 BAR
INTO EPDXY FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW
MANVS INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED
FROM HOLE .1COMPRESSED MR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO
MANVS, SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE
301 MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING
BEMD�
2. ffnt4P$XkJNNEOM SUBSTnUnON
THE CONTRACTOR MAY SUBSTITUTE 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 THE PRODUCT MANUFACTURERS SPEWFICATIONS.
3.01TAIRCIONSTRUCTION
2)(178 MAY BE USED ILOTIMSERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE
USED FOR RISERS & TREACE ILO 2,02-S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO-)
4. METAL ORO SUB$YffUnON
WOOD STUDS MAY BE SUBBED W METAL STUDS IN NON -LOAD BEARNG WAILS
S.O1fiTF15DJ41MT
-10 ALL THREAD ROD vd 7 x r SO. WASHER DRILL & EPDXY wi SIMPSON SET-XP EPDXY
vATH NaN. r EMBEDMENT
-lrZW SIMPSON TITEN MD THREADED ANCHORS W LBPIU2 WASHER MAY BE USED ILO Itz
J-GOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TnENS
6.11001"MiONITS
FOR SED JOINTS 112`4". GROUT FILL CELLS IN SLOCKAFFECTED (NO VERT. REINF. REDD)
FOR HEAD JOINTS GREATER THAN 3W, GROUT FILL CELL IN BLOCK AFFECTED ON EALSIDE
OF JOINT. PROVIDE (1) 05 VERT. REINF. IN EA CELL CONT. PER PLAN.
'T=EPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW. AS WELL AS Id (2)
COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL VAN THE SPECIFIED TOLERANCES.
THE AWED VERTICAL REINFORCEMENT IS NOT REGI) TO BE EPDXIED INTOTIE BEAMIFTO
-FOR BLOCKS NOT STAGGERED. GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5
VERT. REINF. IN EA CELL. CONT. PER PLAN.
7.QVEF*VAQMCW
-FOR CMU OVERHANGING FOUNDATION �1W. NO FIX IS REGM POUR TIESEAM & VERT. CELLS
PER PLAN.
-FOR CMU OVERHAN13ANG FOUNDATION FROM GROUT FILL FIRST (3) COURSES IN
WALL ALONG AREA AFFECTED 4 TIE BEAM AND VERTICAL CELLS PER PLAN
-FOR CMU OVERHANGING FOUNDATION OVER CONTACT EOR FOR REPAIRS.
XTRUCTMAIL STEEL
I. MATERIAL SPECS:
- WIDE FLANGE SECTIONS: ASTM A997 FY = 50 KSI FU - 8SKS1
- TLISESTEF.LoMkASTMASM, GRADE B. FY-42IKS4
- PIPE STEEL ASTM A63, GRADE 0, FY - 35 KS1
- ALL OTHER STRUCTURAL & NBC. STEEL ASTM ASS, FY - 36 KSI
2. STRUCTURAL STEEL CONNECTIONS:
ALL SOLT CONNECTIONS SMALL BE AT'SNIA14](Pir CONDITION AS DEFINED IN AISC 380.
SOLT$ USED IN STEEL CONNECTIONS: A325 U.N.O.
ANCHOR BOLTS CAST IN CONCRETE: ASTM F1564 GRADE 36
SOLT$ SMALLER THAN SIVIDIA.: A307
ALL SHOP AND FIELD MLDS TO USE E7= 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
ATTACHMENTS (INCLUDING WELD SIZE AND TYPE). FASTENERS. LOAD, AND TOLERANCES.
4. STRUCTURAL STEEL SMALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY
ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION.
S. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD
INSPECTION TO ENSURE CONFORMANCE WITH PLANS AND SPECS (F PROVIDED)L SUBMIT
REPORTS TO ARCHITECT AND ENGINEER.
IF DESIGN DOCUMENTS INDICATE THAT AN
AOC UNIT IS TO BE RECESS INTO THE ROOF
TRUSS SYSTEM. THE TRUSS SUPPLIER
SMALL DESIGN TRUSS TOP CHORDS ANDIOR
BOTTOM CHORDS TO SUPPORT A MIN. (2)
751b POINT LOAD EACH TRUSS AT THE AOC
LOCATION. MEANS OF AOC SUPPORT SMALL
STANDARD TRUSS
TOP CHORD VARIES
OREM, SHOWN FOR CLARITY
TRUSS WESS NOT
Aft HANDLER UNIT
SIZE AND
SPECIFICATIONS ey
BUILDER. NOT MOD
2.4 #2 SYP CROSS
BRACING (AT 4W) W
(3) .14Vx34WNAILS
TO RAT RU . TYP
EACH SM
DRAIN PAN&
CONDENSAT LINE BY
OTHERS
PLYWOOD SHEATHING
By BULGER AS REGI)
FOR LEVEL WORKING
SURFACE
�0
4C
4t SS
0 a
(1)
W
F-
0
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ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT
1. PROVIDE MO. 6 MR. APPROVED VAPOR GABRIEL ALL JOINT$ TO BE LAPPED
NEED TO HAVE A RECESS AT THE SLAB. IF THE MIN
MIN. V AND SEALED. ASPER TO FOr-R CURRENT EDrnON SECTION RSM23 FOR
COVER IS NOT MET IN ANY DIRECTION, A RECESS IS
REQUIRED LOCATIONS
REQUIRED AND CONTRACTOR TO FOLLOWTHE TYP.
PROVIDE �IW THICK 250D AS COMM SLASW SNIIWWI.� A WELDEDWIRE
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4 EXTERIOR SLAM SHALL SLOPE Iff PER POOTAWAYFROMHOUSE.
• CONTROL JOINTS(IFSHOWN) ARE NorREWDIWOODE BJTARESUOGEWED
(ESPECIALLYWREN USING FIBER REINF. CONG.) CONTROL JOWIS TO BE SAW
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JOINT MATERIAL OR USE ALTERNATEAPPROVED METHOD.
• MECHANICAL EQUIP. LOCATION VAL BE DETERMINED BY
C�NITY&COUKIYC�
7 POUNMTIONS AND SUPPORTS FOR OUTDOOR MECHANICAL
SYSTEMS SHALL BE RAISED AT LEAST 7 ABOVE THE FINISHED GRADE
AND SHALL ALSO CONFORM TO THE MANUFACIUREAS MISTAUATION
INSTRUCTIONS.
L NO WOOD STAKES PERMITFED N FOUNDATION.
9. PENDING SITE CONDITIONS. FOUNDATION MAYHAVETOBES7 IKAJ
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11. AN EQUIPMENT ANO/OR APPLIANCES HANNIGAN IGNmQN SOURCE SHALL
BE ELEVATED ANN OF Ir. CONTRACTOR TO PROVIDES" PIATFOR%iffig
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12. ASSIAMED ALLOWABLE INEARING PRESSUREAFTER OOMPAMION: X)I]O
PBF (SEE SOILS REPORT AND SPeCIFICATONS FOR COMPACTION
REQUIREMENTS). IFSOILCONOMMSIN tHE PROJECT DO NOTMEETOR
EXCEED THECAPACITY THE GENERAL CONTRACTOR SHAU.00NTACTTHE
ENGINE R PRIOR TO FOUNDATION FOUR FOR VERIFICATION OFFOUNDATION
DESIGALWILTOMEPRFEOFORGANICMATERV� ANDCOHEWVEaOLS.
COkVY=WINIrUFMTOATLEASTW%OFk�KD"DEKIB"AS
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DESIGNED FOR A MllUM SOL MEANING CAPACITY OF 2000 PSIF
I& PENDING SITE CONDITIONS. IF STEMAIALL 6 REOUIRED, D.C. TO DETERMINE
REG IREDCOURSES FOR STEMNALL FOUNDATIOWSMSTEMMIALLCHART
FOR REQUIRED REINFORCEMENT AND POMMOSM PENDING DBIFFN OF
STIMMALL. IF CHART IS HOT PROODED. CONTACT WA TO REVIEWAND
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14. IF STEM WALL 18 REQUIRED TO BE CONSTRUCTED TALLER THAN THE
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SCHEDULE SHALL BE INSTALL V44EREWEDEMOFME
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MANTAWN NO A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION
PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE
CONDITIONS ANDIOR LOCATIONS. CONTRACTOR TO FWD VERIFY
ALL NOWLIN FOUNDATION DIMEMONS AND REPAPDROBIENT
REQUIREMENTS ARE MET.
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SECTION INTO CONCRETE BARS AT IM POINTS OF
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CONT.
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TYPICAL FOUNDATION PENETRATIONS
4FM� BOLLARD DETAIL 4M*� PARTY WALL FOOTING W1 CURB DEEP MONOLITHIC FOOTING
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2r DEEP G SEE DETAIL WF101SD4 d BUILDER TO
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PER DETAIL
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4- OmCa
lrO4CI
(2)-ROVVS 3' D.C.
T D.C.
MIN. 2, STUD
PER DETAIL
Ir
w
24'
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(0.131'x
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BE M
EFER TO FRAMING PLAN AND FRAMING DETAILS FOR ROOF AND FLOOR CONNECTIONS. AND ADDITIONAL INFORMATION
REFER TO DETAIL VWWA ON LEGENDS & SCHEDULE SHEET FOR ANCHOR DOLT INSTALLATION INFO. A REFER TO T14E SCHEDULE ABOVE FOR ANCHOR SOLT SPACING. ANCHOR BOLTS REQUIRED
WALL HEK*ff
T IST LEVEL SHEAR WALL ONLY
WHEN (2)2x- STUDS ARE USED. ATTACH STUDS TOGETHER PER WFOW SD2
PANELS TO BE APPLIED TO BOTH FACE OF. SEGMENT, BOTTOM PLATE ANCHOR BOLT TO BE SW SIMPSON TITEN NO, 3W THREADED ROD OR SW J-BOLT0 SPACING PER SCHEDULE.
g.N= TO BE APPLIED TO BOTH FACES OF VWUI SEGMENT
SHEAR WALL SCHEDULE W/ BOTTOM ANCHORS
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
ERIOR FRAME WALL
EXTERIOR FRAME WALL NOTES
1. WALL STUDS WITHIN SIFT OF EACH CORNER ARE CONSIDERED TO
BE WITHIN THE W0kUL END ZONE. SEE CHARTS ABOVE FOR
(VrAXUQKT)
SCHEDULE
REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL
2. STUD SPACING SHALL FOLLOWTHE CHART ABOVE U.N.O. ON THE
FRAMING PLAN.
3. SEE OETAILWFIOASO4 FOR RE04ARED VWJ L SHEATHING
THICIGESS & NAILING PATTERN.
EXTERIOR PLASTER FINISH
INTERIOR ZONE
ENDZONE
11 NOTE-COMITRACTORXOMW CAREAND NOT OVERDRAIE NAILSAF
NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO
BE REMOVED AND REPLACED. IF MORE THAN 20% OF THE
SHEAIHIING IS OVERORIVEN, CONTACT EOR FOR REVIEW OF
-- STUDS.
4- IF WALL IS FRAMED WITH 2d STUDS OR LARGER. STUDS ARE TO
2X4 SYP 02 0 IS' D.C. MAX
2�4 SYP #2 0 16' D.C. MAX
2.4 SYP 02 0 IS' D.C. MAX
_
W
2�4 SYPS2017O.C.MAX
2.4Syp#2012.0.C.MAX
2.4 Syp 2 111, 12. D.C. MAX
BE MIN. SPF 02 0 IV D.C. MAX U.N.O. ON FRAMING PLANS.
ULTIMATE WNO SPEED: 130 MPH EXPOSURE: C
2.4 SYP $10 1 r D.C. MAX
2U4 SYP." 0 r D.C. MAX
EXTERIOR SIDING
INTERIOR ZONE EKDZONE
STANDARD IIST FLOOR FRAMING
I . ALL EXTERIOR VV.U-S. LESS OPENINGS, ARE CONSIDERED SHEAR
WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE.
ATTACH BOTTOM PLATE TO FOUNDATION PER DETAILV*WA ON
NOTES & CONNECTOR LEGEND SHEET
Z ATAIJILWINDOWIDOOROPENINGS6 IST FLOOR, CONTRACTOR
TOFOLLOWDETAILV&VW=
3. ATALLCORNERS, CONTRACTORTO FOLLOWWMSD4(A-A)
U,N.O.
4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE)
FROM BOTTOM OFF-LOOR SYSTEM TO DOUBLE TOP PLATE OF
FRAME WALL, INSTALJ- REQUIRED SHEATHING SPLICE SLOCIONG
PER PLAN DETAIL WFIGW4 AT ALL LOCATIONS AS REQUIRED.
5. ANY INFORMATION WRITTEN ANDIOR DETAILED ON THE FRAMR4G-'%
i=71 A PLAN i.e. BUILT UP COLAIMNS, CONNECTORS. ENGINEER04G
17- NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A
W SYP 02 0 lr D.C. MAX 2.4 BYP #2 0 IV D.C. MAX STANDARD DETAIL. IF ANY ITEM IS IS QUESTIONS. CONTACT THC
ZA SW 02 0 IV D.C. MAX 214 SYP 02 0 IV D.C. MAX ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION.
2" SYP 02 0 Ir D.C. MAX 2MBYP#2@IWO.C.MAX WALL LEGEND
2"SYP#2012-O.C.MAX 2x4SYP02017O.C.MAX -9--i-T.OWISTFLOOFt
INTERIORVEXTERfOR
0,.13.954M 01.398-M 1$3.0eAR13.8" R,3.9SJ W.7-M 139" 139810 BEARING WALL
BUILINNG KEY -W-1-T.OW 2ND FLOOR
INTERIORJEXTEINOR
BEARING
-Ile
2.4 SYP 02 EXrEPIOR FRAME WALL STUDS 0 Ir D.C. MAX ALIGN WTH COLUMN ABOVE
0
7 F D4
APPLY TO ENTIRE 7 F OIS2111 S F 7 2
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NOTE: ATTACH BEAM TO NOTE: ATTACH BEAM TO
NOTE: DOWNSET NOTE: DOWNSET NOTE: DOV44SET
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DOOR LOCATION DOOR LOCATION
0 E COLUMN BETWEEN E COLUMN SETAEEN E
DOUBLE TOP
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WALL FRAMING - SEE DETAIL) FRAMING - SEE DETAIL)
Pe- I
'82 EXTERIOR C- MAX
1386-NR LOT 90 1386-BR LOT 91 1386-M LOT 92 1386-AR LOT 93 1386-M LOT 94
FIRST FLOOR FRMING PLAN
NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND
COPYRIGHT MCD 2015: The information contained in Iiis document is copyrighted and is the exclusive property of MONITA CONSULTING& DESIGN, OF WMR &ASSOCIATES, LLC. Any use, cluplication, or barisler oftivese documents wiltiout the expressed. written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, U-C is strictly proWbited.
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IT D.C.
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KTIERIOR
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ARE CONUMHED $HEAR
VWUJ.3
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REFER TO FRAMING PLAN AND FRAMING DETAILS FOR ROOF AND FLOOR CONNECTIONS. AND ADDITIONAL INFORMATION
") REFER TO DETAIL YW07A ON LEGENDS & SCHEDULE SHEET FOR ANCHOR SOLT INSTALLATION INFO. &
REFER TO THE SCHEDULE ABOVE FOR ANCHOR BOLT SPACING. ANCHOR BOLTS REQUIRED
STLEVELSHEAR ONLY.
N (2Pk_ STUDS ARE USED ' ATTACH STUDS TOGETHER PER wrosr S02
tAT
WHEN SHEATHING PANELS TO BE APPLIED TO BOTH FACES OF WALL SEGMENT. BOTTOM PLATE ANCHOR SOLT TO BE 508' SIMPSON TITEN HD, 3W THREADED ROD OR 51V J-BOLT 0 SPACING PER SCHEDULE.
, SHEATHING TO BE APPUED TO BOTH FACES OF WALL SEGMENT
SHEAR WALL SCHEDULE W/ BOTTOM ANCHORS
3W-l-W
STANDARD 1ST FLOOR FRAMING
1 . ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR
WALLS. U.N.O. ATTACH SHEATHING PER NAJIUNG SCHEDULE.
ATTACH BOTTOM PLATE TO FOUNDATION PER DETAP WIWA ON
NOTES & CONNECTOR LEGEND SHEET
-T ArALCIAINDOWIDOOR-OPENINOW ST
TO FOLLOW DETAIL WFORISM
3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WSMSD4
U.N.O.
4. IF SHEATHING IS liff INSTALLED CONTINUOUS (ONE SOLID PIECE)
FROM BOTTOM OFFLOOR SYSTEM TO DOUBLE TOP PLATE OF
FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING
PER PLAN DETAIL WFI&SD4 AT ALL LOCATIONS AS REQUIRED.
5. ANY INFORMATION MITTEN ANWOR DETAILED ON THE FRAMING
PLAN L.. 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
NALL HEIGHT INTERIOR ZONE ENOZONE
w-T 2�46YP820116*0.C.MAX 2.48YP#2016-O.C.MAX
9`41F ZA SYP #2 0 IV O.C. MAX 2--#20170.C.MAX
914, 2.4 SYP 02 0 IT D.C. MAX 2x4 SYP 92 0 IT D.C. MAX
101.0" W SYP IM 0 IT D.C. MAX 2.48YPOIQVO.C..
EXTERIOR SIDING
WALL HEIGHT INTERIOR ZONE END ZONE
V4r 2.4SYP#201irO.C.MAX 2K4 SYP 42 0 IW O.C*X
W-w 2x4 SYP #2 0 16' D.C. MAX 2x4 SYP #2 0 IS- 0.0 �xj
W-e 2.4 SYP 02 0 IV D.C. MAX 2.4 SYP 42 0 IS' D.C.
1&-(r 2.4SYP*20170.C.MAX 2K4 SYP 02 0 17 0
E)(TERIOR FRAME WALL NOTES
I . WALL STUDS WITHIN SFT OF EACH CORNER ARE CONSIDERED TO
:E WITHIN THE WALL END ZONE. SEE CHARTS MOVE FOR :H;04
SQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL
2 STUD SPACING SHALL FOLLOWTHE CHART ABOVE U.N.0, ON
FRAMING PLAN.
3. SEE DETAIL 7FIGIS04 FOR REQUIRED WALL SHEATHING
THICKNESS A, NAILING PATTERN.
3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NALS. IF
14AILS 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 REVIEWOF
EXTERIOR STUDS.
4. IF WALL IS FRAMED WIN 2.6 STUDS OR LARGER. STUDS ARE TO
BE MIN. SPF 82 0 IW D.C. MAX U.N.O. ON FRAMING PLANS.
WALLLEGEND
-9-1-T.O.W. 1ST FLOOR
INTERKMbTXTERIOR
8 ING W%LL
=&-I'T.O.W. 2NO FLOOR
INTERIORIEXTE IOR
BEARING WALL
AUGN WITH 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-J LOT 95 1386-KR LOT 96 1386-L LOT 97 1386-0 LOT 98
FIRST FLOOR FRAMING PLAN
NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND
COPYRIGHT MCD 2015: The information contained In tNs document is copyrighted and is t1w exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, dupkabon, ortrevIslerofffIese documents wWwut the e)pvssed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly pmhbW.
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FASTENERS
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UPLIFT CAP.
TAG
SPACING
SPECIES
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(2)2.6 02 SYP
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ATTACH KING STUD TO HEADER V
(6)O.1Srx3-Ire NAILS
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-
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IV
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M"PAN
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270 PLF
WD-SPAN
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270 PUP
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Ir
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(3)0.I41rx3-IW
(3)0.I4rx3-lAr
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MID -SPAN
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W, OPT. r FUTCH PLATES
(10)0.162*x3-12" NAILS
TOE401LS
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12"
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(I)SOINCISaw
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390 PUF
M04PAN
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(6)O.ISrX34W NAILS
H HS
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ATTACH KING STUD TO 119110117--
Ir
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'X5 S'
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12. SYP82 (1) SDWC158W (2) SMC15450 SW PLF
MID -SPAN
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(S)0.16rx34A7 NALS
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-
-
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-9
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MID -SPAN
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3" 125' AFP I AE SHORT SPAN
HEADER
ATTACH KING STUD To
(12)016r.3417 NALS
P4fDR
SEE DETAIL H014 INS PAGE
END VERTICAL. TO KING STUD N (a)
0.131.WNALS
HEADER SUPPORT SCHEDULE
OPENING SIZE
JACKS 0 EA. END KINGS 4 EA. END
STANDARD BEARING WALL W/STRAPS NOTES
I'-VT03!-Il*
nSTANDARD
1
1 1
L
2
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3 1.
VERIFY �OPLAN FOR WALL SIZE. ASSUME ZA STUDS U.N.O.
- gBEEITHERSPF02 OR SYP#2U. O.ALWAYS NAL STUDS TO TOP AND BOTTOM PLATEWI3)
"_ ;70 ZS' ALL LOAD BEAR No WALLS SHALL RAVE SYM DOUBLE TOP PLATES & BOTTOM PLATE.
-D
Iw-0`TOlZv
4
HEADER NOTES
3. CONNECTORS ARE TO BE INSTALLED 0 EA. STUD. REFER TO DETAIL 12 ON SHEET SCIWC FOR INSTALLATION
R I IRE
1. VERIFY �IPLAN FOR CORRECT LENGTH OF HEADER REGI). SIZE INDICATED ON PLAN IS
4. OWMARING IS NOT CALLED OUT CONTACT E-O.R.
MINIMUM ASCII). PER LOCATION. LARGER HEADER MAY BE INSTALLED W OUT APPROVAL
S. IF *SW` CALLED OUT ON 2md FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS.
FROM E.O.R.
6. MID OR f PT. BLOCKING TO BE 2X N(2) 0.13V x W TOE OR END-MLS EACH END.
2 . ALL HEADER JACKSAQNGS TO MATCH WkU. LUMBER GRADE U.N.O. ON PLAN.
WALLS WITH UPUFT CAPACITY SHALL HAVE THEIR BOTTOM PLATES ATTACHED TO FOUNDATION USING
ATTACH STUDS TOGETHER FOLLOWNG DTL WFOSSO2.
ANCHORS DEFINED IN DETAIL NWA ON THIS SHEET.
3 NAIL HEADER PLIES (INCLUDING LVLS) TOGETHER USING (2) ROWS OF %14v�ff NAILS
NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE RECII). IF ORG. WALL IS INDICATEDNO
12'O.C. ONE SIDE. MIN. 7 FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2dO
UPUFr. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND 00 NOT HAVE UPLIFT. THE STUDS ARE
OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET
TO BE TOE-NNLECVEND NAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE ATTACHED WKARD CASED
INTO HEADER
GLIN NAILS AND VIALL NOT RED. THE ANCHOR SMT ATTACHMENT INDICATED IN THE BEARING WALL NOTES.
4. HALL KING STUDS TO HEADER vA3) 0.149'" TOE4"S PER SIDE IN ADDITION TO NAIUNG
FOR SEARING WALL TO MASONRY CONNECTION SEE DETAIL MD036131 U.N.O. ON PLAN.
PER HEADER SC-
0. AT HEADER LOCATIONS WITHIN BEARING WALUS SEE DETAILWFOWSO2 U.N.O. ON PLAN.
& IF MORE THAN (I)KING IS REDID. AS PER HEADER SUPPORT TABLE, GC TO INSTALL. RFOD.
1. COLUMNS WITHIN WARING WALLS IWUPUFT THAT 00 NOT SHOWA BASE CONNECTION: CONTRACTOR TO
NAILS FROM lot KING INTO HEADER THEN ATTACH ACIDITL IUNG PER DTL. WFO@j SCQ.
INSTALL CONNECTOR PER SCHEDULE AT EACH COLUMN TOP)BOTTOM AND HAVE AN ANCHOR (AS DEF114ED
OTHERWISE- CONTACT E.O.R ' FOR RECII VVOOO $CREWS.
DETAIL WF07A THIS SHEET) WTHIN W FROM THE COLUMN.
6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R.
2_BY
IF PLUMSING IS TO BE RUN THROUGH BEARING WAU, CONTACT E.O.R. FOR FURTHER REVIEW.
7. SEE STRUCTURAL COVER SHEETFOR �VL SPECIFICATIONS
13 AT NON4NEARING NUJ. LOCATIONS 2A4 SPIF82 STUDS Q 2r- MAX ARE ADEQUATE. AT NO"EARING
S. SEE CTL WWOWS02 FOR IST FLOOR HEADER CONSTRUCTION AND CONNECTIONS
HEADERS USE 0)2K4 FLAT WOP131W TOE-NALS EA. SIDE AND CRIPPLES AT 2Co.a AT2.STORYOPEN
AT 2 STORY CONDITIONS SEE 2ND FLOOR NOTES FOR MORE INFO.
AREAS INSTALL NON4*ARING WALL STUDS QIW... A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND
BAFP I.SE SHCATSPAN H&�RS SHALL HAVE THE rOLLONNG MINIMUM SPECIFICATIONS:
SINGLE TOP PLATE ARE ADEQUATE LEAVE A It GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER
E - 1600000 pi. F8 - ISM pl. FV - 175 * FCPERP - 850 P.L
(2) 0.131-k7 TOE -NAILS OR SIMPSON OTC CLIP. ATTACH BASE PLATE wEffHER GUN N0ULS 63T... OR (2)
10. WHERE SYP 02 SULTUP HEADERS ARE SPECIFIED ON THE PLANS. AFP ISE
0.148`134AC NAME TO EACH FLOOR TRUSS.
SHORTSFAN HEADERS MAY BE SUBSTITUTED PER THE HEADER SUBSTITUTION
14. IF QUICKTIE CABLES ARE SPECIFIED TO BE INSTALLED VATHIN ANY BEARING WALL INDICATED ON THE
SCHEDULE ON SHEET WPI.
ABOVE SEWNG NOW WAU. SCHEDULE. NO SPWS ARE REQUIRED.
11. AFP 1 BE SHORTSPAN HEADERS MAY NOT BE USED VVHERE BUILT-UP LVL HEADERS
ARE SPECIFIED ON T14E PLANS.
Mm
NOR. IrZ SIMPSON TR EN-HO SCREW
AS INDICATED ON THE STRUCTURAL PLANS WSE
ANCHOR INSTALLED 0 MAX. zr o c w mm
cONNEcTOR'b. SIMPSON TITEN-ND. Ur THREADED ROO,
r EMBEDMENT INTO F6��
AND In' J-50LT MAY BE INSTALLED AND OR SUBSTITUTED
MAINTAIN A MIN. 2 -lW EDGE DISTANCE
BY THE C�� WITHOUT ADDITIONAL REVIEW
FROM THE CONCRETE OR MASONRY FACE.
FOLLOWNG THE INSTALLATION INFORMATION PROVIDED ON
INSTALLER&- REFER TO MANUFACTURER'S
THIS SCHEDULE.
WRITTEN INSTALLATION SPECIFICATIONS
AS REQUIRED.
we SPACES&
ALL *SASE CONNECTOR7 SMALL BE SPACED AS BUNCATED
THIS SCHEDULE S' FROM ENDS OF WkU FRAMING. AND
iiDE
2-1 CIULL . EPDXY: MIN. SW THREADED ROD
WITHIN W EACH OF BOTTOM PLATE SPLICES. U.N.O.
ASTM FI 554 GRADE 38, Fy-38W. F-581W.
sIMj*jM
INSTALLED 0 mAx. ar D.C., w mm r
I . AT INTERIOR FRAME WALLS: SIMP NSPORSPSI1291
So
EMBEDMENT INTO FOUNDATION Ui��G
WASHER OR EQUAL (Z'XrN1V1n
SIMPSON SET-XP EPDXY OR EQUAL
2. AT EXTERIOR SHEATHED FRAME WALLS: USE SIMPSON
MAINTAIN A MIN. 2-IM" EDGE DISTANCE
BP OR BPSS" $0. WASHER OR EQUAL (rKY022n
FROM THE CONCRETE OR MASONRY FACE
3. MIEN USING VW314FAS NTH SLOTTED HOLES, A
STANDARD CUT WAGNER IS RE04JIRED BETWEEN NUT
44INSILTI,
AND THE PLATE WAGNER.
r
MIN. 1 Z JSOLT INSTALLED 0 MAX sr D.C..
4. AT EXTERIOR WALLS. THE EDGE OF THE PLATE WAIRIER
24W MIN. ASIM ASoT OR SETTER w mim. r
SHALL EXTEND TO WITHIN IrZ OF THE EDGE OF THE
-irz EMBEDMENT. MAINTAIN A MIN. 2-IM' EDGE
BOTTOM PLATE ON THE SHEATHED SIDE.
LEG DISTANCE FROM THE CONCRETE OR
Air
MASONRY FACE. LEG OF "OLT SHALL BE
MUfft
AMIN I -IrZ AS MEASURED FROM SHAFT
BUILDER SHALL USE AN APPROPRIATELY SUIED HEX NUT
FACE�6EMDoiLromamovwmTmis
MATC ING THE DIAMETER OF THE ANCHOR. VERIFYALL
SCHEDULE
II.I.E..TAL..U"T""P..IIOFAT.N.
�STANDARD BASE PLATE CONNECTOR SCHEDULE
i
%j IM'-I'.W
OREAKIIHEATHINGATIGNO-\
MAIL END VERTIOAUS TO
CONT. DOUBLE
TO JACK STUD TRANSITION
IrIONG STUID PER HEADER
PLATE AT OPENING. NO
EDULE-
BREAKS PERMITTED AT
�FASTEN
SHEATHING TO
OPENING
Top OF�
I
CONT. PLATES vdO.I3Ix 24W
NAILS 0 T D.C.
F EWALL
WALL SHEATHING.
THICKNESS AND TYPE
lb
PER PLAN
VERTICAL BLOCKING 0 Is -
D.C. ABOVE OPENING AND
-31\'
AT EA. END OF HEADER
SEE HEADER SUPPORT
A
�FASTEN
SHEATHING TO
SCHEDULEFOR
I-U,
CONT-5,10.1311 W
REQUIRED KING STUDS
NAILS 0 S' D.C.
ONTORIOUS DOUBLE
"_V MAX C. SPAN
BOTTOMPLATEAT
OPENING. NO BREAKS
PERMITTED AT OPENING
--�SEE
SECTION
HEADER SUPPORT
SCHEDULE FOR REQUIRED
JACK STUDS
COLUMN SCHEDULE
CONNECTOR SCHEDULE
�A >
(2) 2,L- SPF #2 BUILT UP STUD COLUMN(STUO SIZE To
TAG
SIMPSON CONNECTOR
NOTES
TYPE
VALUES
VALUES
MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN)
SPF(Ib)
SYP(Ib)
(3) 21L. SPF 02 BUILT UP STUD OOUJM1WUO SIZE TO
(I)- SDVC150DO SCREW. REFER TO DETAILS 1. IA. AND
FRAMETO
MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAR
El
2 ON SHEET SUM FOR INSTALLATION REQUIREMENTS
I E
FIRAME
486
615
(4),bL SPF #2 GMT UP STUD COL E
MATCKWhLL
[D
9)-SDWClf5SD6SCREVV REMTO DETAIL 5 ON SHEET
SOWC FOR INSTALLATION REQUIREMENTS
1D
FRAMETO
FRAME
(I)PLY 1045
CZ)PLY 940
(1)PLY1195
MPLY 1076
(2) 21L - 02 BUILT UP STUD COLUMNIFFUG SIZE TO
3
(I)PLY TRUSS HIGA W(1S)4LI4V . 142' MAU OR
(2)PLY TRUSS HIOA,2 N(ISK.i4r x 14rz NAILS
FRAMETO
FRAME
HIGA 1015
HIOA-2930
H10A 1105
MATCH WALL SIZE SPECIFED ON THE FRAMING PLAN)
CE >
(3) 2K- SYP #2 BUILT UP STUD COwmN(STUD SIZE TO
HlOA-2 10110
HTsw OR NTsm4tEv Ywie). mi4v . 14re NAILS
COHTS2D OR (2pffS2D.REV W(ISKA 40' A I-10 NAILS
FRAMETO
FRAME
FRAME
IZ5
2430
1445
2891)
MATCH WALL SIZE SPECIFED ON THE FRAMING PLAM
- --
(4) 2.L SYP 62 BUILT IV STAR) COLUMN(STUID SIZE TO
El
MATCH WALL SUE SPECIFED ON THE FRAMING PLAN)
EACH
FRAMETO
H2.SA N(IO]I-0.131"x 142'
FRAME To
FRAME
540
so
CnT2WtW IM x2-IM SOB SCREWS & In" EPDXY
4..
COLUMN TO
1685
lm
CH >
---POST
ANCHOR
CMILUFTG.
El
(2)- C6HPIS OR C2)- CS20 COILS STRAPS COLUMN TO
HEADER. BEAM. OR COLUMN BELOW. MIN. V END
UENGrrHS ITOP & BOTTOM) W (14)4131" x VID" NAILS
a
COLUMN TO
FRAME
-
20M
2OW
EACH. PROVIDE SOLID BLC NGWTHINTHEPLOOR
SYSTEM AS REQUIRED.
1000 SYP#2 POST (PT IF USED IN AN EXTERIOR APPLICATION)
CSHPI 8 OR C320 COILS STRAPS COLUMN TO HEADER.
BEAM. OR COLUMN BELOW. MIN. V END LENGTHS (TOP
COLUMN TO
1030
103D
4M SYP 42 POST (PT IF USED IN AN EXTERIOR APPLICATIC"
&BOTTOM) W(14".13V x 2-in' NAILS. PROVIDESOLID
FRAME
BLOCKING WTHIN THE FLOOR SYSTEM AS RECAMED.
>
GA SYP 02 POST IPT IF USED IN AN EXTERIOR APPLICATION)
r4- V SIMPSON SDWCl 5800 SCREWS TOP A BOTTOM OF
JAMB STUD COLUIANS. TOE40REWTO HEADER AND
FRAME TO
595
885
W SYP 02 POST (PT IF USED IN AN EXTERIOR NPUCATION)
BOTTOM PLATE THROUGH DE E OF COLUMN PER
E
10,
DETAIL 126DVVC
BEAM SCHEDULE
TAG BEAM SIZE I CONNECTIONS
BEM: SNIP. HU46 OR HUC46v4
PLATE ION
M- . X &
(5)-IMwx2-IW TAPCONS IUPUFT - 1375)
TO POST. SIMP. HTS20 OR LSTA1 8 (UPLIFT-IM
TO BEAM; SIMP.HU4S vmf(14�0.14n 3? NAILS &
8214
(2)2.9 #2 SYP
WTH IM" FUTCH
(6)-0.14WX 7 NAILS. aMMIUFT-1 135)
TO MASONRY' . SIMP. HU48 OR HUC48 WA".14WX 7
PLATE
NAILS & (IOR-. 2t* TAPCONS. PSMPUFT=l 135
'6
ON MASONRY. MSTAM24 �AIKA 48' x 3' NAILS &
*01
(5)- k . 2r TAPCONS (UPUFT - 1375)
TOPOST-.SIMP.HTS20ORLSTAIS(UPUFT-1235I I
TO BEAM: HU410 V�RIS)-O.Itn 3r NAILS &
(100.1 4rx 7 NAILS. CJ25WUPUFT-1 795)
BZcIO
(2)2�1092SYP
WrrHIrZFUZHj
TO MASONRY, VMP. HU410 OR HUC41OW
PLATE
(10)-0.l4rxrNA"-"4,-f.q - Wft
(3500AJPUFT�1WM
Uj Lu
ON MASONRY. MSTAM24 wK9).0.14r x 3� NAILS
(S)-j1x2rTAPCONS(U1-11 13.5,
TOPO :SIMP.HTSMORLSTA18(UPUFTl
TO : HU410 3t KAI�S
(2)2X12#2SYP
(10)-0.14ft T NAILS. I3211OUPUFT..),
To MASONRY: SHIP. HU410OR HUC41Owf
82.12
P TO
WIT"1-FU H
LATE
(10)-0.14WX 7 HAILS& (14), k. 2t TAPCONS.
CJ500AIPLIFT-1900)
ONMASONRV1-
3-10k2l-VrE RED LUMBER COLUMN. PER
SKT COLUMN TO FOUNDATION Wf (26). 1110 x 2-117
TO BEAM; HU410 Id(I BRAM q NAILS &
STRUCTURAL DOVER $HEET
SH
Drr.REWS. . ALL THREAD ROD TO CONCRETE WITH
'MRLW
SIMPSON SET-3G EPDXY U N 0. ON PLANS.
4
COLUMN TO
53SO
5445
C2)1.MI125'
(10)-0.14rXrNAILS-(325WJPUFT-179M
MASONRY P. HU410 OR HUCIOd
SIM
3 -irrAS-11'r ENGINEERED LUMBER COUSIN. PER
EMBEDMENT TO CONCREIFE FOOTING, MEASURED
FOOTING
B3.5xlI25
LVL
IT,
(10).0.148.x 3. NAILS & (14)- r. 2t TAPOONS.
STRUCTUNAL COVER SHEET
BELOW CONCRETE CURBS, IN 24W MIN. EDGE
DISTANCE.
I
(350IMPLIFT-1800)
ON MASONRY. MSTAL424 W49".148" X 7 HAILS&
3-1-ENONEEREOLUMBERCOLLMIL-11--l.
-
CR>
COVER SHEET
VW(14".14r x 2-117 NAILS (CENTER STRAP ON
STUD)
HEADER TO
STUDS
ills
1235
(5)-j' x 2r TAPCONS (UPUFT - 1375)
3-1-- -0 LUMBER COLLAW PER
(2)LSTAISN(l4)4D.I48"x2-IrZ NAIL EACH(CENTER
HEADER TO
2230
2470
TO POST- SIMP. HTS20 OR LSTAIS (UPLIFT-1235)
TO SEAM: HU410 "S)-O.IM St NAILS &
STRUCTURAL COVER SHEET
STRAP ON STUD)
STUDS
31SX11Zn
(2)1.7S'XlIA7S'
LVL
(10�0.148`x Y' NAILS. n2WRIPUFT-1795)
TO MASONRY: SIMP. HU410 OR HUC410.f
(10)-0.14rx r NAILS & (14)- -r x 2t TAPOONS-
54-1- - LUMBER COLUMN. PER
(I)- A34 ANGLE N (e)- 0.131' x IAIZ NAIL$ 0 19' D.C.
FROM EA. FILLERS
FRAME TO
300 PUF
340 PUF
STRUCTURAL COVER SHEET
END PROVIDE WEB AS
= FOR ANGLE WTiA�MENT TO FLOOR JOISTS
FRAME_
(LATERAL)
I LATERAL)
(350GRAPLIFT-180M
ON MASONRY, MSIAM24 14W x 7 NAILS &
WMI-0.
�V >
54-ENGWEE DLUMBERCOLUMN. PER STRUCTURAL
HGAIO W (4)IM- x I -lir SOS SCREWS & (4)IM- x 3' SOB
FRAME TO
SKI
lies
COVER SHEET
Efl
I SCREWS
FRAME
(LATERAL)
(LATERAL)
(S)-t x 2r TAPCONS (UPUFT - 1375)
>
M-NMKI4ff*x 34W NAILS CENTERED
STUDS TO
2325
28910
TOBEAM:=OWVS),0.IM4&
COVER SHEET
BEAMIOT
(10)-0.14W X 7 NAILS, CJZMWLIFT-179M
TO MASONRY., SIMP. HU410OR HUr4IOW
MSTC40W (24".14W . 34W NAILS CENTERED W
8
STUDSTO
1
23M
--XII-E-NEERE UJW1ER-UMN.PER
L7j
21-1W CLEAR SPAN & lr END LENGTHS
STUDS
(I 0)-0.14r x 3m NAILS & (14� r. 2t TAPCONS.
STRUCTURAL COVER SHEET
B3-5-16
(2),.7ftjLVL
(35001UPUFIIISDO)
ON MASONRY.C2) MSTAM24 �W.l 4rx r NAILS &
HUC410 CONCEALED FLANGE MANGER W (12) 0.16r x
34nNAILS & (8) D148" x Y' NAILS
FRAME TO
FRAME
U=981
R = 1988
--7--,,,
R - 2106
54-194-E-EFIED-COUJWPER
�>j
STRUCTURAL COVER SWEET
(5)- t x 2jP TAPOONS EACH STRAP (UPUFT--ZM
MAIL BEAM TOGETHER USING (4) ROWS OF 0.1411' X
3 ?NAILS 0 W D.C. EACH SIDE
--
H174 Nil 0)4).16r A 2-IrZ NAILS NW EPDXY AHc-F
-
4.7
COLUMN
FIG. To
350
P SYP:4325
SLA.VL 3812
STANDARD COLUMN NOTES
CONNECTOR NOTES
To POST: (2) simp. Krs2o OR LsTAls wpwr,24m)
ON MASONRY., M MSTAM24 �49),Ikl 4V. 3' NAILS &
1. HALL ALL BUILT-UP STUDS PER OIL WFMSCQ.
2. ALL POST/ LVL OOWMNS IN EXTERIOR CONIXTICIN SHOULD
UNLESS 0 ONTHEPROJECTP
NOTE OTHERWISE LANs.couNEcrALLsrRucruRALmEtAmm&-
BE P.T. OR WOLMANIZED.
A. TRUSS Oft BEAM TO MASONRY (PERPENDICULAR CONDITION) NOT APPUCABLE
85.25XIS
(3)1.75"xlfrLVL
(5).,t . 2t TAPCONS EACH STRAP(UPUFT � 2750)
3. CONTRACTOR TO USE ABU SASE CONNECTORS 0 SPFAYP
8 OUD POSTS. EXTERIOR CONDITIONS
S. FLOOR TRUSS OR BEAM TO MASONRY (PARALLEL CONDITION), WITH A MINIMUM EDGE 140T APPUCABLE
'U.N.O. NAIL BEAM TOGETHER USING (4) Rows OF
CIA - 3t NAMS 0 V D.C. EACH SIDE
� ABU44Z vAl2)MIGn 3r NAILS & r EPDXY ANCHOR vAHN-
DISTANCE OF 3'
rEMBEDMENT
C FIAT TRUSS, SEAM, Oft RIM BOARD M MASONRY (PARALLEL CONWXft WITH A NOT APPUCABLE
ft6: ABL1SSZM2)D.l6n 3t NAILS & r EPDXY ANC14OR v4MRL
MINIMUM EDGE DISTANCE OF 1-1/2'
TOPO :(2)SIMP.HTS20ORLSTAiS(UPLIFT-2470I
rEMSEDMENT
D. - ROOF TRusswRuN/RAFrER TO FRAME (PERPENDICULAR CONNECTION) I EA. OR [j] I EA
ONMASONRY.(2)MSTAM24�49K.14ft3'NNLS&
&*.'ASU8&Z W"SK1.1- 3r NAILS & C* EPDXY ANCHORSd
E. HIP JACKS LESS THAN r4Y LONG, AND CORNER JACKS, TO FRAME. MAXIMUM UPLIFT OF 15 0/EA.OR[j]1EA.
LVL
(5)-t . 2r TAPCONS EACH STRAP (UPLIFT = 2750)
U.N.O. HALL BEAM TOGETHER USING (4) ROWS OF
MIN. 7- EMBEDMENT
IOAO: ABUIOIOZ wKZO O.Iffx 3t NAILS & (2t EPDXY
Les.
omr- St NAILS a ir D.C. EACH SIDE
ANCHORS �fliflkrEMSEDMENT
F. GABLE TRUSSES: REFER TO GABLE DETAIL INDICATED ON FRAMING PLAN.
STANDARD BEAM NOTES
4. POSTILVL INSTALLED WTHIN BRG. WALL TO BE WITHIN TOP
G. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BINS. WALLS USING (3� 0.131'
AND WE PLATES U.N.O. ON PLANS.
x so TOE-NALS.
1. HALL ALL
(2) 2K BEAMS TOGETHER USING (2) ROWS OF 0.14r. Sir HNLS a
S. PROVIDE A SOLID SUDCfaNG WITHIN FLOOR SYSTEM UNDER
2, IN ADDITION TO STRAP. FASTER TRUSSES AT ECTERIOR WALLS WITH (3� 0.13V X 3' TOE -HAILS.
ALL HEADER SUPPORTSICOLUMNS.
6 SEE STRUCTURAL COVER SHEET FOR ENGINEERED LUMBER
a. STRAP MAY BE INSTALLED OVER MAXIMUM 23/32' SHEATHING, USE 2-IM NAILS LLO. 1-1/r NAILS.
17- ITYP.
ONE SIDE) USE 3 ROWS WHEN ado OR LARGER. MIN. 2*FROM
SPECIFICATIONS.
4. PROVIDE Sim, CUTWASHERS WHEN REQUIRED BY SIMPSON SPECIFICATICINS. HEX NUTS SHALL BE WRENCH TIGHT . 1/3 TURN.
TOP AND
OF 0.146"
BOTTOM OF BEAM. NAIL ALL LVL BEAMS TOGETHER USING (3) ROVYS
x 3t NAILS Q Wo.m (TYP. ONE SIDE� MIN. r FROM TOP AND BOTTOM
7. COLUMN CALLOUT UNDER HEADER REFERS TO THE NUMBER
OF JACK STUDS RECHARED.
s. 1j2*ALL THREAD ROD To MASONRY OR CONCRETE WITH simpsoN sETxP EPOKY. NNN.rEMSEDMENTToGR0UrEDCMU
OFSEAM
WALLW/2-1/4 MIN. EDGE DISTANCE. IAN. r EMBEDMENTTO CONCRETE FOOTING W/2-2/4' WN. EDGE DISTANCE.
6. 5/r ALL THRM RODTO MASONRY WITH SIMPSON SET.XP EPDXY. MIN. 115"EMBECIRENTTO GROUTED CMU - Z VERIFY �ftAN CORRECT LENGTH OF BEAM REDID. (MIN. 2' BRG. EA. END OR
CONTAINING AT LEAST (1) VERTICAL*4 OR#$ BAR. MAINTAIN 2-1/V IAN. EDGE DISTANCE. IFTHREADEDRODCANSE MIN. 7 BRG. ON MASONRY)
CENTERED WITHIN THE MASONRY WALL MIN. EMBEDMENT MAY BE REDUCEDTO 12'. 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS.
7. S1r ALL THREAD ROD TO CONCRETE WITH SIMPSON SET-36 EPDXY. u.ND.oNKANs.miN.rumEDWNTTooDNatrrE
FOGTINGW/2-1/V MIN. EDGE DISTANCE. FULL CAPAQTY ACHIEVEDWITH 12* END DISTANCE FROM EXTERIOR CORNERS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY VIRYWITHOUT
MiNhVUMOISTANaFitOMCDRNERS52-114"W"MACAPAaTYOF265OLS5. WRITTEN APPROVAL FROM THE F O.R.
8. REFER TO SIMPSON UTERAIURE FOR DIAGRAMS ILLUSTRATING CLEAR SPAN & END LENGTH MEASUREMENTS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS
.. SMIPSON . MAY SE SUB. WITH SHAPSON .
NOTES &
eym�LE PANEL HEADER M7A1L irz - I.-M CONNECTOR LEGEND
COPYRIGHT MCD 2015: The inforination contained in this docurnant is copyrighted and is 1he exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES. LLC. Any use, duplication, or trander of tow documents withImut the expressed, Written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prd*M. _
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SO AS INDICATED
1=rm
S5.2
SCHEDULE (STARLIGHT)
1. WALL STUDS WITHIN 5FT OF EACH CORNER ARE CONSIDERED TO
BE WTHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR
R R IRED STUD SPACING PER EXTERIOR FINISH MATERIAL.
2. S D SPACING SHAI.L FOLLOWTHE CHART ABOVE U.N.O. ON THE
EXTERIOR PLASTER FINISH
1
FRAMING PLAN.
413.88�W13.-BR
W1.306-M.
3. SEE DETAIL VWI00SD4 FOR REQUIRED Vw.U- SHEATHING
WALL HEIGHT
I ZONE
END ZONE
THICKNESS & KAJILING, PATTERN.
3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE MALS. IF
V-0*
2X4 SW 02 0 IV D.C. MAX
2.4SYP#20IrO.C.MAX
NAILS ARE OVERDIVVEN. THE ENTIRE SHEET OF SHEATHING IS TO
BE REMOVED AND REPLACED. IF MORE THAN 20% OF THE
9-(r
2.4 SYP 02 0 IV D.C. MAX
214 SYP 82 0 Ir D.C. MAX
13.88-M 13. 136740t 1381k 130"
BUILDING KEY
SHEATHING IS aVERDRIVEN. CONTACT EOR FOR REVIEW OF
EXTERIOR STUDS.
4. IF WALL IS FRAMED STUD3 OR LARGER. STUDS ARE TO
BE MIN. SPF 02 0 Is- O-C. MAX U.N.O. ON FRAMING PLANS.
W-lr
2.4 SYP 02 0 Ir D.C. MAX
2,4 syp @2 a ir D.C. MAX
101-M
214 SYP 010 Ir D.C. MAX
2�4 SYP #10 r D.C. MAX
ULTIMATE VAND SPEED: 139 MPH EXPOSURE� C
EXTERIOR SIDING
WALL HEIGHT
INTERIOR ZONE
END ZONE
V4)1
2x4 SYP 02 0 16' D.C. MAX
2.4SYP#20lrO.C.
W4r
2.4 SYP #2 0 16" D.C. MAX
2.4 SYP 02 0 IV D.C. MAX
w-'r
W SYP #2 0 1V D.C. MAX
214SYP8201WO.C.MAX
10'.0'
2Z4 SYP 02 0 Ir D.C. MAX
2K4SYPS2012-O.C.MAX
1 L.%j 1 z7v 1 -.)Olu—r-)rx Lw 1 V 1 1 000—IVI LW 1 V4
NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND
STANDARD 2ND FLOOR FRAMING
NOTES:
1. ALL EXTERIOR WkU-S, LESS OPENINGS. ARE CONSIDERED SHEp;'
WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE.
Z AT ALL WINDOW/ DOOR OPENINGS 0 2ND FLOOR, CONTRACTOR
TO FOLLOW THE DETAILS INDICATED BELOW
2411M FRAMING - WINUISIXI
OPENING SITTING ON WOOD BEAM - WS46W"
3. AT ALL CORNERS. CONTRACTOR TO FOLLOW DETAIL W809lSD4
U.N.O.
4. IF SHEATHING 18 WIT 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 WFI0/SD4 AT ALL LOCATIONS AS REQUIRED.
5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING
PLAN L.. BUILT UP COLUMNS, CONNECTORS, ENGINEERING
NOTES. SHALL SUPERCEDE ANY INFORMATION SHOWN ON A
STANDARD DETAIL IF ANY ITEM IS IN QUESTION. CONTACT THE
ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION.
V1 0 %IWA IIFi;l
WALL LEGEND
- V-1- T.O.W. IST FLOOR
INTERIO '
R`EXTtR`GR
SEARING WILL
-W-1-T-OW 2NO FLOOR
INTERIORIEXTER
BEARING WUL
ALIGN WITH COLUMN ABOVE
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
I
T
0
0
IF
W
ROOF FRAMING PLANI.
IM--I'-U' -1
%%Hll)jjjj' 4
* J4.
z
:5
LL 0.
0(.9
0 z
U-
a
w
z
r3 Cal
Ul 0 0
j
:3 x z
jr tu 0
_j
JV
cc
all
E
rib
0
1 !-:!; �.Lo-m-7w
S5.3
COPYRIGHT MCD 2015: The information contained in Ws document is copydghted and is the exdusiw prop" of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LILC. Any use, duplication, ortamsfer of these documents wittiout the exioressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCAATES, LLC is sbictly pmhbW.
I 000—J L%J I M) I 000—MIM LV I VV I 000—L LV I V I 1-300—%J LV I WO
NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND
SCHEDULE (STARLIGHT)
EXTERIOR PLASTER FINISH
0
V01-L HEIGHT
INTERIOR ZONE
END ZONE
W-W
ZIA BYP 82 0 IW D.C. MAX
214 SYP #2 0 16' O.C, MAX
F-(r
2.4 SYP #2 0 1W D.C. MAX
2.4 SYP 82 6 17 D.C. MAX
9-C
2.43YP#2012-O.C.MAX
2.4 SYP #2 012- D.C. MAX
2K4 SYP #10 17 D.C. MAX
, 2m4 SYP 1110 V O.C= MAX
EXTERIOR SIDING
go
HEIGHT
ZONE
ENDZONE
WALL
INTERIOR
00
W4SYP#201WO.C.MAX
2.4SYP#2 6*0
'L
d
W-W
2.4 SYP 02 0 IS' D.C. MAX
2.4 SYP 02 IWO Me
W-e
2.4 SYP 02 9 IW D.C. MAX
2.4SYP#2Q1WO MAM
a4 SYP 02 17 D.C. MAX
2.4SYP#20170.C.M
IV4r
0
C%j
EXTERIOR FRAME WALL NOTES
1. WALL STUDS WITHIN 5FT OF EACH CORNER ARE CONSIDE ED T
T
BE WITHIN THE WALL END ZONE. SEE CHARTS ABOVE:=RED
REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL,
2 STUD SPACING SHALL FOLLOWTHE CHART ABOVE U.N.O. ON THE
FRAMING PLAN.
3. SEE DETAIL WF1019D4 FOR REQUIRED WALL SHEATHING
THICKNESS & NAILING PATTERN.
3. 1 NOTE., CONTRACTOR TO CARE AND NOT OVERDRIVE NAILS. IF
TAKE
< 11 41f%
Ch
NAILS ARE OVERORIVEN, THE EN71RE SHEET OF SHEATHING Is TO
BE REMOVED AND REPLACED. IF MORE THAN 2DIA OF THE
SHEATHING IS GVERDRIVEN, CONTACT EOR FOR REVIEW OF
EXTERIOR STUDS.
4. IF WALL IS FRAMED WITH 2.6 STUDS OR LARGER. STUDS ARE TO
BE MIN. SPF #2 0 IS' D.C. MAX U.N.O. ON FRAMING PLANS.
0
ULTIMATE WIND SPEED: 139 MPH EXPOSURE: C
z
STANDARD 2ND FLOOR FRAMING
Ift:
110
NOTES:
ZF=
OZ
(L
I ALL EXTERIOR WALLS. LESS OPENINGS, ARE CONSIDERED SHEAR
WALLS. U.N.O. ATTACH SHEATHING PER MAILING SCHEDULE.
p
LLI
2. AT ALL WINDOW/ DOOR OPENINGS 0 2ND FLOOR * CONTRACTOR
TO FOLLOWTHE DETAILS INDICATED BELOW
�
2-STORY FRAMING -VVSD2ISD3
OPENING SITIING ON WOOD BEAM - WS4MD4
3
3. AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL VYSMSD4
On
U.N.O.
4. IF SHEATHING IS M INSTALLED CONTINUOUS (ONE SOLID PIECE)
z
F OM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF
0
FRAME WALL INSTALL REQUIRED SHEATHING SPLICE JMG
BLOcr
PER PLAN DETAIL WFIOIS04 AT ALL LOCATIONS AS REQUIRED.
5. ANY INFORMATION MITTEN ANDPOR DETAILED ON THE FRAMING
PLAN Le. BUILT UP COLUMNS, CONNECTORS. ENGINEERING
NOTES. S;WL SUPER CEDE ANY INFORMATION SHOWN ON A
.0.
z
STANDARD DETAIL IF ANY ITEM IS IN QUESTION, CONTACT THE
00.
ENGINEER OF RECORD FOR ADDITIONAL CLARIF-1
§ �
.20
WALL LEGEND
LL 0-
W-1- T.OW IST FLOOR
0
INTER IOR
SEARINGWOLL
0 z
V-1-T.O.W. 2ND FLOOR
INTERIORIEXTERIOR
BEARING WALL
U.1 <
LIL
ALIGN WITH COLUMN ABOVE
BUILDER NOTE:
-0.
IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS
MANUFACTURFRSLAYOUT
3:
-STOP-
AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY
TRUSSES
W
IL
Cz
z
or
E
00
'0 <.'Z*
10-
Po
I- IL
:3 X z
&WO
J
20
1-
X .
CIL
ENS, TH
4�' 'V
Qc CHOM. cc
STAR-18M
AS INDICATED
CAW Imam
ROOF FRAMING PLAN
5.4
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, ortransforofffiese domimenb without the expressed, written Consent of MONTA CONSULTING& DESIGN, OF WMR &ASSOCIATES, LLC is III pichbited.
FR—NG MEO-RS IN THIS ASSEMBLY — BE 8 BET`TEP-
S
REFER TO FRAMING PLAN FOR WALL DIMENSIONS.
(2)-2� TOP PLATE PE PLAN. -
NAIL SHEATHING W C2)- ROWS
0131'. 2-Ire NAILS & 7 D.C.
SHEATHNG TO HEADER W
0.131* . 2-IrZ NAU AT 7 D.C.
HORIZONTALLY& VERTICALLY
AT PORTAL FRAME.
X I'-- HEADER, PER P—/
EXTERIOR SHEATHING & f
NAJUNG PER DETAIL WFI00SD4.
MIN (3�� JACK & (I)Q, KING STUD
QA TUDSQWALL
RSSIMS
(3I-N JACK STWS
(GARAGE OPENING)
S eft EO�ENT ErN4EO
T_,y
T M. I D
.K.. . - T
FE
SPLICES OR DISCONTINUOUS
FRAMING.
SHEAR WALL
MIN. 7116* STRUCTURAL I
SHEATHING OR 1507
EXPOSURE;SINFAIHING.
4 JACK
%IN(3aD STUDS
MAILE PER
CONTINUOUS FROM BOTTOM
HEADER NOTES.
PLATE TO MID -HEIGHT OF
FLOOR SYSTEM. NAIL ALL
EDGES TO STUDS OR COLUMNS
VWO-131'.2-IrZ NALS 070.0.
(2ia BOTTOM PLATE. NAIL To
& 7 D.C. IN THE FIELD.
SHEATHING VW (2) ROWS 0.14r. 3-
NAILS 0 S' D.C.
(2)-2. BOTTOM PLATE. kAALTO---,-
SHEATHI Wf(2)R0WS0.14rx3'
No
NAILS 0 7 D.C.
FOUNDATION PER PLAN.
GARAGE PORTAL FFLAME
EXTERIOR ELEVATION
lrz.l,-(r
0
K
z
w
CL
0
z
4�
(2)-CS2D STRAP W 0.140' x 7 NAILS ON INTERIOR FACE
OF VALL' STRAP CONTINUOUS FROM WO FLOOR
CORNER FRAMING TO JACK STUDS. MIN. Ir END
LENGTMS. (Z)-2. BLOCKING BETWEEN STRAPS AND
HEADER. AND WITHIN FLOOR SYSTEM.
/—FLOOR SYSTEM PER PLAN. NOT SHOWN
THIS DETAIL FOR CLARITY.
Ila 33� x 1125' HEADER PER PLAN. m m I
0
9
z
Lu
CL
NAILS. STRAP CONTINUOUS FROM TOP PLATE
To JACKSTUDS. IN.9`ENDLENGTHOVER
JACK STUD. (2)-Z,=G BETWEEN STRAPS
AM HEADER
(GARAGE OPENING)
0
HTT4 BASE CONNECTORS W (IS)DISr. 2-IfZ -
NAILS & SOW THREADED ROD W IAN. 12'
EMBED CURB TO FOUNDATION USING
SET�Xp EPDXY. MIN. 2_IW EDGE
z
DSIM
IISTANCE OMFACEOFCMU
SIMPSON���NT
SCREWS
ANCHOR
BELOW LOWEST GARAGE 0 PORCHSLAB
W SIMPSON SET-XP EPDXY.
PER Pt;�.
(1) ANCHOR SOLT CENTER OF
SHEAR WALL TO FOUNDATION PER
DETAIL V*07A ON NOTES &
CONNECTOR LEGEND SHEET.
INTERIOR ELEVATION
OPENINGS IN SHEAR WALL ARE PERMITTED FOR MECHANICALAND —
ELECTRICAL PENETRATIONS. CONTACT E.O.R. FOR ADDITIONAL REVIEWF
A SINGLE OPENING LARGER THAN 16' VADE x 48* TALL IS REQUIRED. OR IF
THE TOTAL AREA OF ALL MECHANICAL AND ELECTRICAL OPENINGS
EXCEEDS 8 SQ. Fr.
2. OR M-N BLOCKING PER SCHEDULE AT ALL PANEL EDGES
AND SPLICES. (3)- 0.131- X S' TOE-MAU 0 EACH EN . NAIL
PANELS TO BLOCKING WITH EDGE NAIL SPACING.
(2M TOP PLATE.
REFER TO DETAI
WF071SD2 FOR
CONSTRUCTION
REQUIREMENTS. 4
$WAR WRLL END
COLUMNS AS
INDICATED PER
FRAMING PLAN. vo
MIN. HO OPENING$ SMALL BE
LOCATED AWAY FROM THE
CONTINUE EN OF THE WALL AT LEAST
S
HEATHING IM OF THE VWkLL HEIGHT.
ABOVE AND
BELOW
OPENINGS
INDICATED ON
MID SPAN WALL BLOCKING
FRAMING PLAN.
2x SYP#2 STUDS
NA
U.N.O. ON FRAMING PLAN
0 16" D.C. U.N.O.
STRUCTURAL SHEATHING
ON FRAMING
BOTTOM
PLATE
PER SCHEDULE
PLAN. (3)-0.131-X
AMC "OR SOLTS PER
7 TOE -NAILS OR
DETAILVW07AON
END NAILS TO TOP
NOTES &
ENOOFWALLANCHORS
OTTOM
OTTOM
B B lOTTOM
CONNECTOR
PER FRAMING PLAN.
PLATES.
LE91E�R�ME�
;P�� PER
SCHE LE
1�4ELE
IRST AT I- TO vi
A TYPICAL INTERIOR SHEAR WALL
FROM ENDS OF WALL,
I OTTOMPLATE wuCIE
OR HOLD-DOWNS.
3/V-1,4r
VIIALL FRAMI
FLOOR SIFATIONG 11
FLOOR-TO-F
NAILING PER PLAN.
PLAN.
z
0
SYM JOIST. MAIL 85
FASTEN FLOOR
IrTALL2.4 VSRTr
NAIL To Of BOARD
. RIM W,
PUES—R-P)
0.148`�TNAILSQII"O.C.
SHEATHING TO TOP
C4-ROWS0.. 31-xrMmLSQ
& 2"FROM EA. END.
PLATE OF SHEAR WALL
r D.C. (10 MAILS TOTAL).
ut
WI(2)0.131'.2-10
NAILS 0 4- D.C.
2.4 SYP#2 BLOCKING 0
3W SHEATHING
24mO.C.W(2)0-141rxT
TOE-MAKS EA. END.
14 W O.S.S. RIM BOARD
FLOOR SYSTEM PER
HUC25-2 W (1 0.147 x 3-12'MAILS
PLAN-
24KMAR SEP
TO CARRYI NGVEMR&(4).O.Wx
ASSEMBLY PER PARTY,
Tom-asJOIST.
W%LL DETAR.S.
AT K�AMGWER DNS, INSTALL
SHEAR WALL PER
MUL 17 LONG BACKER BLOCKS ON
PLAN. BALLOON
FRAME TO FLOOR
BOTH FACES OF I -JOIST PER JOIST
MANUFACTURERS VWUTTEN
SHEATHING.
WALLFRAMING&
SPECIFICATIONS
FLOOR-TO,FLOW
CONNECTIONS PER PLAN.
I -JOISTS PER PLAN.
SHEAR WALL TOP PLATE CONN. TO FLR. SYS.
31'r-l'o
FLOOR FRAMING AT STAIRCASE
1".1,41'
0"JIM11111
A
Z
0
LL -Z�
w z
0-
CO -5
Cf) =I
w
OW
20
I Z
z
52
fn
C
E
80
Z.z
- IL
1 x �:
.w :imz
1, 19,0
0 1154C�w
m
A �Bft TH
STAR-1830
AS INDICATED
17121rJUM
NOT USED
G S6
COPYRIGHT MCD 2015: The inforrmation contained in tNs docurnent is copyrighted and Is it* exdusive property of MONTA CONSULTING& DESIGN, OF WMR &ASSOCIATES. LLC. Any use. duplication. ortrarisfer of t1me dooments wMxKd the expressed, written consent of MONTA CONSULTING& DESIGN, OF WMR &ASSOCIATES, LLC is strictly prahbited.
GARAGE BUCK DETAIL
DORMER
SIMPSON
DIAGONAL TO SEAM
Zft12 CENTER BUCK
34' DIA_ ANCHOR
CENTERED
2.8 P.T. BUCK EACH
SIDE OF OPENING
(5)1rZVx5` LAGS LT
AT FA DOOR BUICK
EA SIDE OF DOOR.
PROVIDErx3MIr
THICK WASHER W EA
ANCHOR. (10 SOLT TO
BE Ir MAX' ASV. CURB,
REST ECLSPACED
-24- D.C.)
END VIEW w/ CMIJ
HEADER (SEE FLU
WIS" O.S.B. EA. SIDI
2x SLKG. T O.S.S.
(2) 0.131* x 2-10 W
EACH END
ENDVIEWW/WOOD
N'FO'�K ARCH WINDOW FRAMING DETAILS
ire-v-(r 1%, 1 3W=I'.W
21 STUDS 0 IT O.C. FOR MEE WALL
F
LSTA18 0 32' O.C. STUD TO ROOF FRAMING
BELOW. BUT ROOF SHEATHING FOR STRAP
CONT. ROOF SHEATHING NAIL PER PLAN
PROVIDE 2x4 BLOCKING .1(2) 0 Idr x 3-1rr NAILS EACH
END TO ROOF FRAMING BELOWMEN BOTTOM PLATE
DOES NOT LINE UP ABOVE ROOF FRAASNG BELOWAND
CONNECT VW SIMPSON HTS2D 0 37 O.C.
ROOF FRAMING TRUSS PER PLAN BELOW
A
21 PLATES OVER ROOF SHEATHING PER VALLEY FRAMING
DETAIL CF01SD3 OR VALLEY TRUSSES ATTACHED PER
TRUSS SUPPLIER
DOUBLE TOP PLATE
SIMPSON H3 OR H6 0 EA END OF TRUSS OR
RAFTER
C. >
COMMON TRUSS PER PLAN OR COW, FRAMING PER
>
CF28/ S03 1W STRUCTURAL SHEATHING PER PLAN
AND ROOF FINISH PER ARCHITECTURAL PLANS
CURVED ROOF TRUSSES PER PLAN OR CURVED
RAFTERS - (2) LAYERS 3W COX MEATHING
NAILED Q fr O.C. STAGGERED
NOTE: SEE
ARCH ELEVATION FOR FRONT VINDOWOPENING IF REOID
NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO ROOF
FRAMING BELOW PER PLANS BEFORE DORMER FRAMING IS INSTALLED
SIMPSON HGAIO 0 37 OC
SIMPSON HGA10 0 37
W?H)1M'xrSDSTOTOP
O.C.VW(4)I9`x7SDS
PLATES & (4)114'x 1-10
TO TOP PLATES & (4)
BOOM TRUSS
114"x 1-121 SDS TO TRUSS
SHEATHING NOT RrQID
SHEATHING NOT REOID
To BE CONT. 0 THE
To BE CONT. 0 THE
TRANSITION FROM
TRAN MON FROM
WALL TO GABLE
BEAM TO GABLE
TRUSS
TRUSS
DOUBLE Z, TOP PLATE
FASTEN SIDE WALL
BEAM PER PLAN
SHEATHING PER PLAN.
EXT. SHEATHING;
SIMPSON H,DA
ATTACK PER PLAN
DIAGONAL TO
TOP
PLATE
kDDITONAL
NFORMATION
HEADER CAN BE
i[THER UPSET OR
XWMSET)
NW(2)OASZ.3-117
'OE -NAILS EACH END
3)0.16rx3.lrZNAJLS
TYP.)
W SPF CONT.
ILOCKING ATTACH TO
'tiff. oss " p)
1.131- x 2-10 NAILS
WC OSO EACH SIDE
W0.113rxTNAILSQ
6* C. TO SIDE & TOP
LAJLER
N SUCKS,
[ 2.4 BLOCKS. (2) 0.162. 34Z NAILS 0 EA. END.
NO1M ALL GABLE BLOCKADJ. SAYS QFA DIAG.ASSHOWN.
BRACING IS TO BE FASTEN ROOF SHEATHING TO BLOCKS W
SYPS2 OR BETTER 0.1 31-x 2-1 M HALO 0 6" D.C. (4) SAYS MIN (1)
BAY AFTER BRACE IS REDID)
DIAGONAL
:To
SHEATHING PER PLAN
TYP. TRUSS TO FRAME
CONNECTION PER
SM. CO HECTOR
NOTES
FRAME OUT TO BLOCK
EDGE AS REOV
LAST STUD OF -
LAST STUD OF KNE EWALL -
KNEE WALL JOIN No UP
JOINING UP TO MAIN HOUSE
TO MAIN HOUSE
WALLS SHALL BE ATTACHED To
(2) 2x TOP PLATE
WALLS $HALL BE
MIN. (2) Z, FULL ---
I
ATTACHED TO MIN_
STUDS VW(2) O.IWX
(2)2. UILLHEIGHT
NAILSGIZ-O.C.
WALL STUDS VW
(2) 0.16r x 3-1117 NAILS
MIN. 214 SPF #2 KNEE WALL
(2) 2. 02 SYP SEE PLAN
a 12- oc.
WITH STUDS 0 Is- D.C. W
FOR BEAM SIZE
2.4 SPF #2 KNEE WAI L
STRUCTURAL SHEATHING
WITH STUDS 0 IS'
ON BOTH SIDES FROM TOP
BUILDER FRAME
O.C.WSTRUCTUIRAL
OF WALI. TO BOTTOM OF
RADIUS AS Rr-
rKEATHINGONSOTH
BEAM. ATTACHED PER
SIDES FROM TOP OF
NAILING SCHEDULE
WALI. TO BOTTOM OF
OTHERWISE SP2 CUPS
BEAM. ATTACHED PE
EACH STUD TO DOUBLE TOP
NAILING SCHEDULE
P AND SPI CUPS EACH
STUD TO BOTTOM PLATE
4Wa KNEEWALL AT DOWNSET BEAM
NOT USED
3W-l'-V
VIHERE OM - T.
REFER To GE3USD2
12
1m,"K.
T;
2.6 SYP #2 DIAGONAL
BRACING 0 48" D.C.
,q
X
AS REQUIRED PER
GABLE SPACING
CHART
12
GABLE BRACING I.)
12
SEE CHART
MAX
MID EIGHT OR
v PROVIDE Z,4 BRACE
TO EA ADJ DIAG. �0 14RD HEIGHT
STRONG BACK
BEAM CONNECTION FRAME WALL CONNECTION FASTEN TO DIAG. AS REDID PER
W(2)OASn3-117
GABLE END TRUSS NAILS_ M SYP #2 GABLE BRACING
A
PER PLAN. TV. DIAGONAL !Ar- CHART 2-
REO'D GAZUE END"LANDA)R -r BRACING, SPACED IA\\ GABLE END 61
7 O-C,
r WHERE 0 H . Ir 48" SHEATHING
P;R
BRACI STRONG BACK R REFER To GE31;SD2 FASTEN PER
E 7H PIG
E14D BRACING CHART FROM EAVES PLAN.
2" SYP 82 TOP CHORD BRACING
CONTRACTOR ID FIELD VERIFY WHICH 0 IS' D.C. M (2) TR L S S" MAX. PLYV400D
USS SAY
IN
CONDITION IS REQUIRED. CONrACT E BACK FROM GABLE END (MIN. 4W) T. O.H.
FOR ADDITIONAL INFO AS REDD
DIAGONAL TO
TRUSS BOTTOM
CHORD. REFER TO
GE02 FOR REQ
PLYWOOD
BRACING Typ.
SHEATHING &
2.4SYP#2 BOTTOM,
CHORD BRACING 01 IS"
PLAN SHALL
O-C. FOR FALSE BEAM
ATTACHMENT W (3)
RUN CONT. LE
ACROSS GAB
0.14WXrTOE-MAILS
TO BOTTOM OF
EA. END MIN. (2)
FALSE SEN'i.R
TRUSISSAYS WK
FROM GABLE END
(MINAn
SCHEDULE
2. Top PLATE TO
0
MIN. 2.4 SYP 02
GABLE END W 0.
3IWNAJLS-S` C
STUDS 0 1
GABLE BRACING
CHART
BRACING
_H -
UP TO 3-T
-GABLE
NO BRACE REQUIRED
7-T - 1490-10"
(1) 2K4 L41RACE
4*401�Hfif�S`
(2) ZA L-BRACE (SEE SECTION
S`-Ir-HA1Z-S`
tAA)
STRONGBACK & DIAGONAL BRACE
0 M041EIGKT
17-W - Hdw-W
STRONGBACK & (2) DIAGONAL
! BRACES 0 IM AND 20 1 -1-1 -
v
SEE GABLE
CONNECTION DETAIL
FOR REGID X
CONNECTIONS
2.4 ATTACKED TO EA_
GABLE 2.4 BRACE
WITH (2) 0.14(r x 7
kAILS
(1) A23 FROM
STRONGBACKTO
2.4 SYP #2 F FALSE
_G 0"
D.C. W SINGLE
BOTTOM & TOP
DIAMNAL BRACING
OEM a Ifr�O.C.. IF REDD W (4)
PLATE W (3)
2.4 L-BRACE IF REDID
0.148'x r NAILS 0 EA. TRUWSS
IjZ
0 .149'x NAILS
SEE CHART.
BRACE TOP AND BOTTOM FALSE BEAM
EACH END TYP.
2X4 SYP 92 HORIZONTAL PER PLAN
0.14rxTMLS
BLOCKING 0 16" D.C. W(S) IF REGID
2.4 42 SYP
GrO.Q
0.1 4ft T NAILS EACH END :LOCKING
ETWEEN
GABLE VERTICAL
CMU WALL CONNECTION CLEAR SPAN CONNECTION F'RPAE DOV'WIF
2NO 2.4 L-SRACE IF
19 A SINGLE 2.
REDD. SEE CHART
***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BMCING-- WIDE
A -A GABLE VER71CAL L-BRACING
0.14rx 7 NAILS
0 r D.C.
901� GABLE END @ FLAT CEILING CONNECTIONS
GABLE END BRACING (140D or 150C)
STRONGBACK DETAIL
1_� 3f4"-1'4r
- COPYRIGHT MCD 2015: The indbri. ation contained in this document is Copyrighted and is the exclusive proWy of MONTA CONSULTING& DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or
transfer offfism documents without ttv
KNEEWALL AT UPSET BEAM
2.4 BLOCKS. 0.131". r
NAILS 0 EA END.
BLOCK ADJ. SAYS 0
EA.DtAG AS SHOWN.
FASTEN ROOF
SHEATHING TO BLOCKS
vdO.131'x 2-IfZ NAILS
a 6- D.C.
SHEATHING PER LAN
TYP. TRUSS TO FRAM
CONNECTION PER
SM. CO HECTOR
NOTES
FRAME OUT TO BLOCK
EDGE AS REOD
(2) 2x #2 SYP SEE PLAN
FOR BEAMSIZE
(2) 2x PLATE
(2)ZSYP#2 TOP PLATE -
WALL SHEATHING PER -
WF10/= FASTEN
SHEATHING TO HEADER
BUILDER FRAME
WITH RSRS411
RADIUS AS REOV
(0.113-,2-3V) RING
SHANK NAILS IN r GR 0
PATTERN r D.C. IN
ALL FRAML3G (STUDS
AND BILLS) ITYP.)
3W=1,4-
2x STUDS AS REDD @ Ir
O.C/(3)0I4Irx3-1fir
TOE -NAILS TOP &
BOTTOM
NOTE: IF PANEL SPLICE -
13 NEEDED IT SMALL
OCCURWITHIN24'OF
MID -HEIGHT. BLOCK!
IS NOT REQUIRED.
HTT4 W/518'ALL -
THREAD ROD, r MIN.
EMBED AND MIN. 1.75*
EDDIE DISTANCE USING
SIMPSON SET EPDXY
OR EQUIV. ATTACH TO
COLUMN USING (18)
0.162"x2 1Z NAILS
FOUNDATION PER -
PLAN; SEE MFIQS3
FOR CORNER BARS
PORTAL
16"O.C.W(3)
0.148*10-IMME-NA!
TOP & BOTTOM
FULL SHEET OF
SHEATHING
FROM BOTTO OF
HEADERILVL
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LEGEND SHEET
HEADER DETAIL NOTES:.
1. UPLIFT CONNECTORS INDICATED ON THIS DETAIL ARE ONLY REQUIRED
WHEN BEARING WALL HAS UPLIFT. IF FRAMING PLAN INDICATES
CONNECTORS THEY VIALL SUPERCEDE THE STANDARD CONNECTOR$
P.T BASE PLATE
SHOWN HERE �NI3 THE STANDARD CONNECTORS ARE NOT REQUIREM.
2. REQUIRED NUM13ER OF K94G STUDS PER THE HEADER -
SFk4 0 BASF OF EA.
. ON NOTES . CON. UEGEND . QUANTITY OF KING
U.N.O. SEE
STUDS SHOWN ON FRAMING PLANS SHALL SUPERSEDE THE QUANTITY AS
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SHOWN ON STANDARD DETAILS.
SCHEDU FOR
MORE INFO.
3. JACK STUDS SMALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND
DESIGNATION AND SMALL BE THE BEARING SUPPORT MEMBERS FOR
HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOININ. REFER TO THE
TYPICAL HEADER DETAIL (VIE)
MEAGER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET
UPLIFT CAPACITY a HEADER TO STUD - 70M ur-1-0
4. CONTRACTOR TO NAIL I d KING STUD INTO HEADER PER HEADER SCHED
THEN ATTACH ADDITI. KINGS AS REGI).
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is Me exclusive property i
TYPICAL BUILT-UP
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WATERPROOFING AND
FINISH
MIN. 2,4 FY-P82PLATE-BLOCKING INSTALLED TIGHT
TRUSS ANCHOR (SEE
BETWEEN EA. FLOOR JOIST. NAILED TO DOUBLE TOP
PLAN)
PLATE W 0.131'x 7 NAILS 0 V D.C. & r FROM EA. END.
ROOF SHEATHING
ArTACHEDPER
MAILING SCHEDULE
1,1018T PER PLAN.
(4).0.131* x 7 TOE -NAILS EA IMIST TO DOUBLE
2x 02 SPF STUDS 0 Ir
2x TOP PLATE. I -MISTS PER PLAN, BEARING ON
O-C-v4EXT-SHEATHING
DOUBLE Zc TOP PLATE.
FROM TOP OF WALL TO
BOTTOM OF TRUSSf
t'AU'NG QgH.'
FLOOR -TO -FLOOR CONNI
WFIQJSD4AFWAU.
SHEATHING ISNr CONT.
LSTAISSTRAPSARE
R=� TO
FLOOR45LOCKING SMALL EXTEND KTO FLOOR SYS
IS' FROM THE EXTERIOR STUD FACE
IF TRUSSES ARE
FLOOR-IRD0100
BETWEEN THE NEXT FLOOR MIST, SPACED
PARALLEL TO WALL 2K4
0 2r 0 C. MAY, Wf (2). 0A 31'. r TOE-NAJLS
92 SYP CONT. W (2)
TO TOP a BOTTOM CHOIM Ek END.
0.14r. 34W NAILS AT
(a).&ISI. x 24W MARAI: FLOOR
EACH STUD
SHEATHING TO EA. PIECE OF
ROOF SHEATHING
ATTACHED PER
FLOOR-SLOCKNIX
SEE TRUSS L IT
FOR TRU. L=.
&CONNECTIONS" �
ATLEAST -\
t MIN. V-C
SW FLOOR SHEATHING PER
FRAMING NOTES.
RA w�
I-I.w O.S.B. RN W&RD OR IMIST
FLOOR4LOCKNO SPACED a Zr D.C. ',AX.
MATCHING FLOOR DEPTH. NAIL
PLOOR4LOOQMG 70 TOP & BOTTOM CHORD
OF JOISTIM (2). QL131'x rTM44AU.
"GAIO. CENTERED
FLOOR4 ==.`MO:!T-.-T
LOCK'No'
2'rO.C. SCREWWMIWXTSDSSCRMTO
Z, PLATE-SLOCKING & J4)- IW. 14MMOS SCREWS
TO RIM BOARD.
FLOORJOISTOR...
(4)-0.131-X rTOE-NAILS EA. PIECE OF
FLOOR-SLOCKING TO DOUBLE Z( TOP PLATE.
IIIIA11541111 -
MIM � SWMIE-GLOCKM INSTALLED TIGHT BETWEEN
EA. PIECE OF FLOOR41LOCKING. NALEDTO DOUBLE TOP PLATE
W 0.131'x r NALS 0 V O.C. & Z FROM EA. END.
ZIA SYP #2 BLOCKING
04rO.C.MAXW(3)
0.146'.S-IWTOE-M
0 Ek END REDUCE
SPACING jO 24"O.C. 0
WALLS CARRYING
LOADS SUCH AS
CABINETS OR HEAVY
SHELVING
SIMPSON OTC 0 EACH
HORIZONTAL --X
LOCATION. ATTACH, W,
rS)c.131-,Q-Ir'wxS
(MAX t VERTICAL GAP
BETWE IrLONG
BLOCK & TRUSS
BOTTOM CHORD/
TRUSS BLOCKING.)
2xBLOCKINQxI7
LONG 0 HORIZONTAL
SLOCKNG LOrATION
FOR CLIP
ATTACHMENT. ATTACH
TO V#AJ. SINGLE TOP
PLATE W N
0.131ax IM!=') .
SINGLE Z, TOP PLATE
6�A NON -BEARING WALL
(2) 0.14r.3-IW NALS
0 EACH STUD
20 STUDS 0 IV D.C.
IfX GYP. BOARD -
SIMPSONHICAG -
EACH DIAGONAL
BRArE
C818 EA. STUD ABOVE
TO STUD BELOWW
IVENDLENGTHS&
(18) 0.131-.2-19- MALS
21 BOTTOM PLATE -
ATTACH TO DOUBLE
TOP PLATE Wr C2)
114*x4-1r,r SDS
SCREWS 0 IT O.C..
STAGGER ROM V
ZK BEARING WALL
WITH ROOF LOAD
REFER TO BEARING -
WALL SCHEDULE FOR
STUD BASE
CONNECTION &
BOTTOM PLATE
ROOF SHEATHING PER
PLAN ATTACH PER
NAILING SCHEDULE
1,7-1'4r
EXTERIOR WALL SHEATHING PER DETAILWFID/ SD4
2x BOTTOM PLATE PER PLAN.
(2).0.131* x r NALS; 2x BOTTOM PLATE TO EACH JOST
(AT 24- D.C. MAn
0.131'. 7 NAILS a e O.C. & 7 FROM ENDS AND SPLICES;
2x BOTTOM PLATE TO RIM BOARD. CENTER NAILS ON RIM
BOARD.
SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM
BOARD. (2)- RQWSQ.131"�2-112* NAILS @rO.C. ABOVE
ANDSELOWSPLICE. REFER TO DETAIL 'AFICIS04 FOR
ADDITIONAL INFORMATION.
rALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM
'CHING SIZE AND SPECIES OF COLUMN ABOVE.
0.131- x 3- NAJLS: RIM BOARD TO 2K PLATE -BLOCKING Q W
D.C. & 7 FROM SOL END. & EA. SPLICE.
DOUBLE 2, TOP PLATE PER PLAN.
V -ISO MPH EXP-C I
MAX. IN-PLANE'SMEAR: 335 PUF
1 112111-7
EXTERIOR VIRLL SHEATHING PER DETAILVIF1(V SD4
a, BOTTOM PLATE PER PLAN.
- 21 BOTTOM PLATE TO EACH MIST (AT
M 0.131'X 3'NAILS'
24r O.C. MAXL
0.13V X 3- NALS 40,r O.C. A T FROM ENDS AND SPLICES;
Z'
BOARM
MIN. 14,V THICK OSO RNA BOARD. NAL TO FLOOR-BLOCKNG
W (I � 0.131- X 2-Iff NAIL TOP & BOTTOM.
le- SPLICE EXTERIOR WlIJJ. SHEATHING AT CENTER OF RNA
BOARD. (2)- ROVA 0.131'.2-ire RUA GrO.C.ABM
ANDSELOWSPUCE. REFER TODETALWFIQI SDFOR
ADDITIONALINFORMATION.
LOW CONCENTRATED LOADS. AND WHERE REQUIRED PE 1
RIM BOARD MANUFACTUREM WWTEN SPECIFICATIONS,
*WALL SQUASH BLOCKING WITINN THE FLOOR SYSTEM
DMIATCMING SIZE AND SPECIES OF COLUMN ABOVE
S -BOARD TOM, PLATE4"CKING eV
D.C. & r EA. END. & EAL SPLICE
DOUBLE 2, TOP PLATE PER PLAN.
JASB- - - (LOF - 1.41
V-.,.MPKEXP.0
MAX. W-PLANE SMEAR: 335 PLF
MAX. UPLIM 648 PLF
TRUSSES AT 2C D.C.
TYP. NON -LOAD
BEARING WALL PER
SIMPSON DTC 0 4r
PLAN. STUDS 0 2r
D.C. ATTACH W (8)
D.C. MAX STUD
0.131'x 2-112' NAILS
SPACING TO BE
(MAX IW VERTICAL
REDUCED DOWN To
GAP SEnNEEN 17
ICO.C.LiAxe
LONGSLOCK&TRUSI
LOCATIONS CARRYING BOTTOM CHORDI
LOADS SUCH AS
TRUSS BLOCKING.)
CABINETS OR HEAVY
REDUCE OTC SPACIN
SHELVING.
TO 2r D.C. FOR
WALLS CARRYING
HOLD TOP OF
LOADS SUCH AS
NON -LOAD BEARING
CABINETS OR HEAVY
WALL DOWN 14W
SHELVING
BELOWBOTTOMOF
TRUSS BOTTOM
2x BLOCKING x 17 LO
CHORD.
0 TRUSS LOCATION
FOR CUP ATTACHMEI
0 4r D.C. ATTACH T(
WALL SINGLE TOP
PLATEWIMIN.(4)
0.131'x2-IrZNAJLS.
SINGLE 2, TOP PLATE
SHEATHING CONT TO
2.4 BLOCKING W (2)
aW STORY WALL
0.I62'x3-IrZ NAILS 0
BOTTOM PLATE
Ek END. BLOCK
ATTACH PER NAIUNG
ADJACENT SAYS 0
SCHEDULE
EACH DL40ONAL
BRACE AS SHOWN
FASTEN ROOF
CSLOCKINGW
SHEATHING TO Zc
0.131-X24M NAILS 0
S' D.C.
(5) 0.102-A3-IM MASS
DIAGONAL BRACE TO
BLOCKING
PROVIDE 2.4 SYP 02
CONT. BRACE W (2)
0.162"X34W NAILS
EACH DIAGONAL
SPACE.
O.S.S. TO OVERLAP
BOTTOM PLATE I -Ile
TRUSSES PER PLAN
(MIN.)
2x LEDGER TO UPPER
211,4 SYP 02
FLOOR WALL W
BRACE 0 40' D.C. MAX
IM'x3-IrT SIMPSON
4VFROM
SDSSCREWGIVO-C.
HORIZONTAL BRACE
(2) 2.4 TOP PLATE
NOTREQUIREO
V FROM EAVES,
ALLBROWFRAMING
SMALL BE MIN. 2X4 SYP
82. OR P.T. IF IN
CONTACT TTM
LEDGER
MASONRY SSPACED
CONNECTION PER
NOT MORE THAN 24* 0.
BELOW. SLOPE CUT
ROOF SHEATHING
AS REQUIRED
7FOR
A. .. PER
SEE PLAN
ZD
PLAN
MIN. 2X4 SUB FASCIA.
WALL. TYPE
.%
T
SPECIFICATIONS
SLOPE C AS
REQUIREUT
FASCIA PER DESIGN
PLANS
FASTEN EACH
Ac
SE
EAC
MEMBER, EACH�.,
ISEEDESIGNPLANSFOR
ADDITIONAL INFORMATION
r
END.W(3)0.14
NOTSHOWN 8-L
TOE -NAILS
MIN. (5) 0.14rXr
LEIMM
-1�-
AAEDIEDGM�
CMU`
ION. (2) 11C TAPCOMS Wf 141C EMBEDMENT INTO CMU 0 IV O.C.. I- EDGE &
C END DISTANCE
FRAME:
MIN. (2) 1fir SDS SCREWS W 14 A!' EMBEDMENT 0 Is- D.C., I- EDGE & C END
DISTANCE * SUNDER TO PROVIDE SOLID BLOCKING WITHIN FRAME WALL IF
VERTICAL STUD IS NOT PRESENT AT FASTENER LOCATIONS
52
6 -�N BROW FRAMING DETAIL MAX. I-(r O.H.
IL 1
1 Irz.1.0
2. RAFTERS SEE -
SCHEDULE FOR SIM
SPACING & SPAN
USED IN UEU OF
MIN, ZS SYP $2
FOR CONVENTIONAL FRAME USE SIMPSON
'
LEDGER FOR
R M
LRU26Z W (9)0.14r.7 NAJLS OR FOR
W 'r N
CONVENTIONAL
P E R S S
PRF-ENGINEEMED TRUSS USE SIMPSON
F� - NOINEERRED T
FRAME AND MIN 2d
USING _'M I-112
HGAIO USING (4*IM-x I -IrZ SDS SCREWS
'0
SYP 02 FOR
PRE-ENGINEERED
8 HEA n
SHEATHING PER PLAN
TRUSS. ATTACH TO
M9N. 21d SYP
STUDS IM (2)1 x
RAFTERS OR 214 SYP
I
TYP. NON -LOAD
4412* SIMPSON SOS
SCR a IV
E We O-C
82 PRE-ENGINEERED
PRE
12 S ROOF TRUSSES 0
EE
SEE
BEARING WALL PER
MM.; TO CABLE END
0 C
PLAN 2r D.C. MAX
PLAN
PLAN. STUDS 0 2r
STUDS W` (2)
') 0'.
(510.148'.3' NAILS FOR
D.C. MAX STUD
1W . 3.107 SIMPSON
CONIV. FRAMED
SPACING TO BE
SD8 SCREWS 0 IV
EMS
MEMBERS ONLY
REDUCED DOWN TO
D.C. MAX; TO
FASCLAPER
IV D.C. MAX a
MASONRY W 2.8 P T
COMMUNITY
LOCATIONS CARRYING
SYP #2 LEDGER W? (2)
- PECS
LOADS SUCH AS
Wx3-IW
CABINETS OR HEAVY
,.D.C.
AX V"
4'-T MAX OR
SHELVING.
FERED ROOF
SIMPSON LUSU W TRUSSES DESIGNED
EXLWALLITRUSS
4)0A4rxI-IO2*NALS FOR SHINGLE ONLY
2.4 SYP 02 UEDGER- ATTACH TO STUDS OR
HOLD TOP OF
BEAM W (2) 1 W x 4-112* SIMPSON SDS SCREWS
NON -LOAD BEARING
a IV D.C. M 0 LE END STUDS W
WALL DOWN 14r-P
I W x 3 - 112' 8 =0 N' = 8 C R EWS 0 10 * OT
BELOW BOTTOM OF
MAX; TO MASONRY W 2.4 P.T. SYP #2 LEDGER
TRUSS BOTTOM CHORD]
VW IW x 34W TAPCONS 0 Ir O.C.
TYPICAL SHED
ROOF DETAIL VI
100,41"
PLYWOOD CRICKET
MIN.
I RAKE IV FLASHING
DOWN TO ROOF
F.
CEI
SELOW& FACLA OVER
DES
TOP
DIAP
(2) LAYERS OF I- THICK GYP.
SHAFT LINER PANELS, UP TO
UNDER SIDE OF SHEATHING
NO SIDING UNDER FACA IN
THIS AREA. JUST EXPOSED
FLASHING
lt=j� CRICKET DETAIL
3f4ll*-V
CONMCTORR ELECT TO BUCKET SHORT SPAN BEAM INTO
LONG SPAN AS MICATED ON BEAM SCHEDULE. OF BUCKET IS
INSTALLED THE SHORT SPAN STRAP IS Nor REQUIRED.
PT. POST (AS NOTED)
EXT. AS NOTED
LAP BEAM PLYS AND HAS.
ASSHOWN(S)O1140'.3-10C
NAILS PER PLY
HTS20 CUP FROM
POST TO BEAM
EXTERIOR BEAM AS 140TED
PLAN VIEW TOP OF POST
POST (AS NOTED)
ABU POST BASE
(AS NOTED)
SEE FOUNDATION PLAN 508' THREADED ROD IW
FOR ADDITIONAL IWO NUT SET IN ADHESIVE
PT
7
SIDE VIEW-OiIZE' OF POST
CORNER COLUMN FRAMING
2. DOLLAR TIE (MATCH TO
RAFTER SIZE) LOCATED IN
UPPER 3RD OF ATTIC SPACE
ATTACHED TO Wl - -
(4)Q.I3I'xTNAJUL
NOTE:- SIMPSON LSTAIS
CENTERED AT ROOF PEAK
WRAPPED OVER RAFTERS &
FASTEN WMGAW x2-1W
NAILS TO EA. RAFTER
CEILING JOIST LOCATED AT THE
BOTTOM OF THE ATTIC SPACE.
SEE SCHEDULE FOR SIZE,
SPACING & SPAN INFORMATION
CONNECTION a GIRDER OR BEAM FLOOR -TO -FLOOR CONNECTION (PARALLEL I -JOISTS) �CF2!� CONVENTIONAL DORMER RAFTERS
3t4,1,.(r
3W-1'4r
(CoOrg Aftched 1A Paftm) Lim Load - ZW.
Dmd Lmd - Mpd Uk- 240 F%xbb Fw&h
SYP*2
RAFTER
SPANS
SPACING
2.4
1 2.8
2.9
200
ZA12
!;2
1 !34
10
1
7-0
14
14-0
174 1
L92
7-1
1 �;
13-6
16-0
1 18-10
Z
12-1
14-4
1 16-10
NOTES:
1) Span dog be -od WwV #w t-61 projeciDn
ofther0w.
2) Removedianpi*Mnatox�dtab�ofit3of
#-r-q-.2b.L
COUNG JOIST SPANS SCHEDULE
NAM.bb6l. All- AN.A M.W) Lt.
L-d - 10W. D-d L-d - W. USLL - 24M
M.bl. FWh Mdudb� G.- h-n
I\, -
COPYRIGHT MCD 2015: The Information corItamed in this document is copyrighted and is ft exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transferof these documents Without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited,
SYM
CEILING
J04ST
SPANS
SPACING
(in.)
2.4
(ft_kL)
2,9
(ft4rL)
2.9
(ft4rL)
200
M-h)
12
11-10
118.8
24-7
1 MIS
16
104
Is-il
21-7
25�7
192 d
10,2
15-7
1"
9-3
13-11
1
NOT SHOWN THIS DETAIL FOR
LING
CN=TRURCETFU:AT0EUEMENTS
R
DESIGN OR ARCHITECTURAL PLANS.
ROOF SHEATHING & NAILING PER ROOF
N
NOTES.
ROOF TRUSSES PER PLAN.
U.N.O. ON FRAMING PLAN: (2)-V 01
U
SIMPSON SDWCI5lW SCREWS EA. .1
TRUSS TO TOP PLATE. REFER TO
DETAIL 5ISDAC.
P--*
2rd FLOOR 0
PEk-P-.
IrZ GYPSU
LBOARD
OVERHANG & CORNICE PER DESIGN 2
I,
PER
PLANS.
A Ml
2x SYP#2 SUSFASCIA W (3)- 0.131- x
T
UNGISNOT
r END NAILS TO EA TRUSS (U.N.O.) x
IG 1
NED AS A
HRAGM.
DOUBLE 2x TOP PLATE. REFER TO DETAIL
V*WISD2. (3)- 0131'� T TOE OR END MLS.
EA. STUD TO TOP PLATE.
(l)-W SIMPSON SDWC150110 SCREW.
INSTALLED TO THE INTERIOR NARROWFACE
PER MISDAC: EA. STUO TO TOP PLATE.
EXr- VIIALL SHEATHING PER DETAIL VW10F 804
0
MI -EIGHT 2, BLOCKING. MATCHING SIZE 11
SPECIES OF STUDS. NAILED BETWEEN STUDS
W(3)-0.131*x TOEORENDNAILS.
2K STUDS SPECIES AND SPACING PER
FRAMING'". SIZE PER DESIGN PLANS.
MIN. IrZ GYPSUM WALLBOARD PER
FSC-RM3
3W FLOOR SHEATHING PER FLOOR
FRAMING NOTES.
Mo.131'.3'TOEOR END NAILS; EA. STUD
To BOTTOM PLATE.
FLOOR TRUSSES OR JOISTS PER
FRAMING PLAN.
AN z
REFER TO DETAILS VW820 1) 0
WSM ON THIS SHEE T FOR 0
WHERE
FLOOR -TO -FLOOR CONNECTION
REQUIRED PER
INFORMATION.
FOC-R30712
%EA.
lot FLOOR PL&Kj�,
DOUBLE Zc TOP PLATE. REFER TO DETAIL
WWlSD2. (3)- 0.131w x 7 TOE OR END NAILS,
STUD TO TOP PLATE.
M. "'.'P U..C.
F0C-R307 13. = WHERE 5W TYPE XPER 0.
GYPSUM WALLBOARD IS REQUIRED PER
FBC-R302.6. CEILING IS NOT DESIGNED AS A
DIAPHRAGM.
EXr. WALL SHEATHING PER DETAJLWFI0fSD4
MM�HEIGHT 2c BLOCKING. MATCHING SIZE &
SPECIES OF STUDS. "LED BETWEEN STUDS
W (3)- 0.131" x r TOE OR END NAILS. 0
FRAMPANGG LAN. SIZE PER DESIGN PLANS.
MIN.IArGYP MVIALLSOARDPER
SU
FBC-R7M3.
T
(2)-4-lr-- SIMPSON SOM15450 SCReAS
INSTALLED PER DETAIL i0f SDWC; EA. Si;JD TO 2
BOTTOM PLATE.
(3).0.131'. r TOE OR END NAILS: FA. STUD TO
BOTTOM PLATE.
2. P.T. BOTTOM PLATE,
ATTACHED TO
FOUNDATION PER SLAB ELEVAM T
DETAIL V*WA(NOTES -- -PERF04* i!
& CONNECTOR LEGENDS
SHEET U.N.0
F04J ION PER PLAN.
CAPACITIES (LDF - 1.6),
FMBLYALLOWWWU
L IN-PIAME SHEAR:
192 PLF
L UPLIFT: 442 PLF
TIND STMY EXTEP" WALL-1 JOIST g I
TYPIC&
3W.1.4r
kIN0111111114
00
C4
Uj
z
5,
C
0 z WE
Cal
JF- E 08
U109
all
0
x 'U 140-
I.-
x
3xz
0: in 0
1 J
1�5
GO 7- 0; ;0T.'
WALM ASM
SD3
WWDOVVJACK STUD COLUMN PER PLAN. MIN.
(2)- 21 SYM STUDS EACH. -T
(I)- r SIMPSON SDWC SCREW INTO NARROW
FACE OF EACH STUD(SIMILAR TODEIAIL
1YIN)VIC)OVADSCREWSTOTALL
"OUDCRWPLE STUDBELOWSILL PLATE SHORT
TOALLOWPROPER INS TION OF SOAP 1" M.
SCREW HAIL TO JACK STUDS W AIR (4)-0.11.
x T MAILS .
FLOOR SYSTEM PER PLAN.
SQUASH BLOCKING WITHIN FLOOR SYSTEM
MATCHING SIZE & SPECIES OF COLUMN ABOVE.
A % TOP 0 F PIL-AT E
P
IF PER PLAN
DOUBLE 21 TOP PLATE PER PLAR
MIN. W 2. SYP*2 STUDS MATC+IWGG SIZE OF
COLUMN ABOVE CENTEREDBELOWACKSTUD
COLUMN
COLUMN TO HEADER CONNECTION ACROSS FLOOR
'..,G.
COLUMN. Oft JACK & 10. STUDS PER PLAN.
MIN.(4)-21STUDS.
(Z- 4-Iff SUPSON SOM SCREWS INTO WIDE
FACE (PER DETAIL I=D%C)
I"MAX
FLOOR SYSTEM PER PLAN. - V / /4' &�NIIN NlY
SOUASH SLOCIGNO WITHIN FLOOR SYSTEM
MATCHING SIZE A SPECIES OF COLUMN ABOVE.
'dKTOP Otkn�TE
IF PER PLAN
DOUBLE 21 TOP PLATE PER PLAN,
(*fr SIMPSON SDWC SCREWINTOWDE FACE
(PER DETAIL I&SIANIC) OR HARROWFACE (PER
DETAIL i=DWC�
COLLIMPERPLAN ALKWEDWITHOOLLIMA
ABOVE. AIR (4)- 21 iiL&.
j(NS
COLUMN TO COLUMN CONNECTION ACROSS FLOOR
ill,.(r
(I)- V SIMPSON SOM SCREW INTO HAM
FACE OF EACH STUD (SIMILAR TO OEVUL
I=DWC)ITW0SrAEWSTOIA4
(3). SIMPSON SDWF2724-TUW SCREWS: ONE ON
EACH SIDE OF COLUMN Wl MAX. I* FROM EDGE
OF VIIRSHER TO COLUMN * AND ONE CENTERED
BETWEEN COLUMNS
(2)- S' SIMPSON SIAVC SCREWS INTO -
FACE OF STUD COLLIMING "ILAR TO DETAIL
1310SUAq(48CREWSTOTAL
(i��Iff SAMPSON SUM SCREW INTO NARROW
FACE OF EACH INTERIOR STUD MOLAR TO
DETAIL 130SOWC) (TWO SCREWS TOTAL)
(2)- 4-Ur SIMPSON SIAM SCREWS INTO WIDE
FACE (PER DETAAL 1O%DWC)
(2)- SAMPSON SDWFZr24-TUWSCREWS EACH
SIDE OF COLLIN" VW MAX. I'FROM EDGE OF
WASHER TO COLUMN.
(I)- S' SIMPSON SOWC SCREW INTO WDE FACE
(PER DETAIL IWSDhC) OR NARROW FACE (PER
DETAIL IMOWC�
(I)- V SIMPSON SUM SCREWINTO NAIMAN
FACE OF EACH INTERIOR STUD (SIMILAR TO
DE rAIL 1303DWC) (2 SCREWS TOIAL�
UPLIFT 00101. CAPACITIES
(4)SOVIC150M. I*XA
RINKIM0015450: 19700
1. ALL EXTERIOR WALL SHEATHING SHALL BE INSTALLED AS MIN. 15037
EXPOSURE I OR 7/IV STRUCTURAL I & EXPOSURE I RATED SHEATHING.
EXTERIOR WALL SHEATHING CAN BE INSTALLED EITHER VERTICALLY OR
HORIZONTALLY. REFER TO CLAWING MANUFACTURERS WRnTEN
SPECIFICATIONS AND/OR CODE REGULATIONS FOR MINIMUM REQUIREMENTS
2. Iff MAX GAP BETWEEN EXTERIOR WALL SHEATHING PANEL EDGE AND END
JDRITS. Iff MAX GAP SHALL BE MAINTAINED AND VERIFIED. EXCEPTIOR 10
GAP AT PANEL SPLICE WHEN CENTERED ON MIN, 14Ar THICK WOOD
STRUCTURALPAMEL (O.SA)FAMISCARD.
3, CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE MAILS. IF NAILS ARE
OVERDRIVER THE ENTIRE SHEATHING PANEL SHALL BE REMOVED AND
REPLACED. IF MORE THAN 2D% OF THE FASTENERS AROUND THE PERIMETER
OF SHEATHING ARE OVERDRIVEN, CONTACT THE EO-R. FOR ADDITIONAL
COLUMN. OR JACK & KING STUDS PER PLAN.
UPSET HEADER
MIN. (4). 21 STUDS.
(2)- 4-1/r SUPSM SDWCSCREW3INTOWDE
FACE (PER DETAIL IOISDWC)
FLOOR SYSTEM PER PLAN,
-7
AWASH BLOCKINGWITHIN FLOOR SYSTEM
MATCHING SIZE & SPECIES OF COLUMN ABOVE.
OF LYZI
*TOtPLATE
E-RPLAN
DOUBLE 21 TOP PLATE PER PLAN.
HEADER PER PLAN.
I ur D.C.
COLUMN. OR JACK A KING STUDS PER PLAN.
MAIL (4). 21 STUDS.
(2)- 4-Irr SIMPSON SUM SCREWS WrO WIDE
FACE (PER DETAIL IQfSDWC)
FLOOR SYSTEM PER PLAN.
SQUASH SLOCKINGWITHIN FLOOR SYSTEM -
MATCHING SIZE A SPECIES OF COLUMN ABOVE.
*X-PopaFm
DOUBLE 21 TOP PLATE PER PLAN.
MIN. (4)- 2K SYM CRIPPLE STUDS MATCHING
SIZE OF OOLUMN ABOVE CENTERED BELOW
COLUMN. CRIPPLE LENGTH TO BE r AIR
HEADER PER PLAN. -
4. EXTERIOR WALL SHEATHING SYSTEM IS DESIGNED PE:=-= TO
RESIST SHEAR AND UPLIFT FORCES. STRUCTURAL COW C
REQUIRED V10HEN SPECIFIED ON FRAMING PLAN(S) AND/OR FRAMING DETAILS. K
DOUBLE TOP EXTERIOR WALL SHEATHING SK%U. EXTEND
PLATE PER r TO
= =XT.IUBLE
TOP Pi�ii W (21- ROM 0.131-. 2-Ur
RUA 0 r D.C. STAGGERED I-IrZ
31C
I EXTERIORVALL
SHEATHING
DOUBLE TOP PLATE
1-117-1-0
DOWNSET HEADER
COLUMN TO HEADER CONNECTION ACROSS FLOOR
1�1141`
(iY �VZ` SIMPSON SUM SCREW INTO NARROW
FACE OF EACH INTERIOR STUD (SIMILAR TO
DETAIL 130SOAC) OWO SCREWS TOTAL)
M 44M SIMPSON SUM SCREWS INTO WDE
FACE (PER DETAJL IOSCM)
W SIMPSON SCMFZr24-TUVV SCREWS EACH
SIDE OF COLUMN Wl MAX I* FROM EDGE OF
WASHER TO COLUMN.
(4)- V SIMPSON SDM SCREWS INTO INTERIOR
FACE OF WADER (SIMILAR TO DETAIL
I MOML SPACED AT 1417- D.C. & CENTERED
UNDER COLUMN ABOVE.
(I). 4-1/r SIMPSON SUM SCREW INTO NARROW
FACE OF EACH INTERIOR STUD MAILAR TO
DETAIL 131SOWC) (TWO SCREM TOTAL)
(2)- 4-llr SIMPSON SDAIC SCREWS INTO WOE
FACE (PER DETAIL IWSOWC)
W SIMPSON SOWF2724-TUWSCREWS EACH
SIDE OF COLUMN VW MOUC I"FROM EDGE OF
WASHER TO COLUMN.
(4)- V SIMPSON SOM SCREWS INTO NARROW
FACE OF OUPPLE STUDS AT TOP 9 BOTTOM
(SIMILAR TO DETAIL 131SDWC�
III=
low
212ND FLOOR STUDS
SEE PLAN FOR MORE
INFORMATION
SEE FLOOR FRAMING
PLAN FOR FLOOR
SYSTEM INFO.
SIMPSON MSTC40 2ND -
FLOOR STUDS To IST
FLOOR STUIDS WITH (32)
0.14WXS-IW SINKERS
(2)2K TOP PLATE --�
2KIST FLOOR STUDS -
SEE PLAN FOR MORE
INFORMATION
FOUNDATION PER
PLAN
SMSPOHMSTC402NO
FLOOR STUDS TO IST
FLOOR STUDS WITH (32)
D.148"X 3_IW SINKERS
ATTACH 29 STUDS W
(3) 2. STUDS
(2)0.16rX3-IW NAILS
a S. D.C.
SIMSPONMSTC40214)
FLOCIRSTUDSTOIST
FLOOR STUDS WITH (32)
D148'X3-IM* SINKERS
(3) 1, BUILT UP
COLUMN ATTACH PER
MAILING SCHEDULE
ATTACH Z, STUDS W
(2)0.16rX 34,7 MAILS
(4) 2x STUDS
a v D.C. STANDARDCOrJM"
ALTERNATIVE STRAP:
(2)- CS20 COIL STRAPS COLUMN TO (4) 2. STUDS
COLUMN W MIN. V END LENGTHS &
(14)- 0.13V x 2.1re MAILS EACH END. I
PROVIDE SOLID 8 WITHIN
401.
FLOOR SYSTEM
Hrr4 W 5w ALL
CH 2M T
A TA7
TiC
T HREAD Roo, r MIN
S UDS V
T I ROM
(2
2,
EMBED. W SIMPSON
OFO.162*X3-lt2*
EPDXY OR ED-
SAETTACH
NAILS 0 W D.C. CAUR
COLUMN W
(18)O.14VX2-i)2*NAJLS
2-STM CORNER FRAMING ATTACHMENT+?.AW
3W-l'-V
KTT4 W 50' ALL
T HREAD ROD, r AIR
EMBED. W SIMPSON
(3) 2. BUILT UP STUD ---MK:�SET
EPDXY OR EQ.
COLUMN ATTACH PER
ATTACH COLUMN 'V
WFOBIS02
(18) 0.14ir X 2-VT NAILS
ATTACH N TO BUILT
UP STUD COLUMN W
(2) ROWS OF OASTX
3-IrZ NAILS 0 V D.C.
STANDAMOORNER"
NAIL WALL SHEAT14MG
/3ffi
IV,/
NAILEXT.WRLL
MAN
0
PANELS TO RIM BOARD
� I"
SHEATHING AT VERTICAL
PANEL JONI$
2.STUDS.SEE
SCHEDULE
W(2). ROWS 0.131-X
MAIL SHEATHING
CEDGE
NAJUNG) WO.131'x
FRAMING PLAN FOR
29 So W
2-IWNALSOTO.C.
STAGGERED 14rr.
TOEACH
2 Irr NAILS 0 V D.C.
SPACING AND GRADE
SI
��T'E
(1) A
WHEN 3 OR MORE WINDOWS ARE IN A
ROW (ONLY JAMS STUDS BETWEEN IS
MAINTAIN MR 3W FROM
IMF
RMEDIATE
M
=CNTME
d
,
MAINTAIN 3mr TO EDGE
AND SEE ARCH
TO VERIFY SIZE
iSSOD a ro.C.
INOTr-,
WINDOWS) CENTER WINDOWS MUST PAVE LSTA30MRAPSTOPAND
EDGE OF PANEL
OF PANEL. STAGGER
a SAND
V FROM END
BOTTOM AND EACH SIDE OF OPENINGI W/ A34 CLIPS 10 TRANSFER
FOR.IrW0.131
x 2-U2" MAOULS 0 d
NAILING ON EACH SIDE
3W FLOOR SHEATHING
SPLICES. SCREWTO BE
LATERALLOAD8
WO.0 ATIT Ab
OF PANEL JOINT.
ATTACHED PER FLOOR
NAILING NOTES
SIMPSON LSTA24
SOLID SHEATHING a
SHEATHING SPLICE AT THE
.
O.C.
.......
/ // / / /
MAINTAINIVGAP
OF RIM BOARD MOW
41r
STRApW(22)0.1 X
TRAILS. SEND STRAP
HEADER
SIMPSON SP4 All
MID44EIGHT OF RIM
BOARD. MAINTAIN Iff GAP
;4,1111 / / ,
BETWEEN PANELS
RIM BOARD BLOCIUNG
It
OVER TOP PLATE MAX
T. THEN RUN DOM
(6)
O.14VA-Ir--02CO. C.
BPS 2.0 STUDS
BETWEEN PANELS.
MIN 2. STUD CENTERED
0 24r D.C. MAX
ATTACH TO DOUBLE
11 N
K
FACE OF JAMB
(USE 0
A SPS 0 2.0 STUDS)
EXTERIOR VWALL
SHEATHING
ON VERTICAL PANEL
JOINT.
TOP PLATE USING (1)
STUDSIHEADT .
(ONLY RE09D IF WALL
SPF TOP PLATE
EXTERIOR VALL
SIMPSON A34
RIM BOARD PER TRUSS
SHEATHING CANT BE
(2) 2x
U.N.O. ON PLAN z
SHEATHING
I-JOIST02'rO.C.
MANUFACTURER.
:NSTALLED AS
A s
I
.
HEADER-SEE2163
TYP. PANEL SPLICE AT VaP RIM BOARD TYP. VERTICAL EDGE & FIELD NAILING PAVO ATTACH TO EACH JOIST FLOOR PLAN FOR AIR
FLANGE W(I)O.i3lax EXTERIOR SHEATHING HEADER SIZE & REDID)
2-11TNAIL FROM TOP OF WALL JAMB STUDS
ATTACH RIM BOARD TO BEAMM
ip
BELOW USING (1) SIMPSON (I)R0WD131'x2-I/T
ASS 0 IV O.C. MAX & V FROM TO BOTTOM OF FLOOR
ENDS & SPLICES NAILS 0 7 D.C. WALL SYSTEM(RIBBONI
SHEATHING TO
BEAM) ATTACHED PER
BEAM OR FLOOR
NOTE-.REFERTO NAILING SCHEDULE. IF If HEADER
NAIL EXT WALL SHEATHING TO HEADER W
0.131'. 2-117 NAILS Q r D.C. TOP & BOTTOM
MAINTAINING 3W EDGE DISTANCE
AT FA END OF WADER, NAIL SHEATHING TO
HEADER W W 0.131"x 2-IrX NAILS.
NAIL EXT. WALL SHEATHING TO TOP SILL PLAT
W 0.13t' x 2-1/2" NAILS Q W D.C.
NAIL EXr. YOU SHEATHING TO JACK STUDS V
0.131* x 2.11r NAILS Q TOP A BOTTOM, & THEN
w D.C.
WALL p HAS. EXT WILL SHEATHING To SILL PLATE W
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0
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f. �z 7 REFERTODETAL44
3W%
PLATE
NALEXT.VA%LL --j 1-�
PER PLAN
0 C
FOUNDATION PER PLAN. BETWEEN SHEATHING
*TO. MAINTAIN AND FOUNDATION OR
SW TO PANEL EDGE. MASONRY
TYP. EXTERJIOR SWATHM DETAIL (24TOFM (D TYP. NAILING AT BOTTOM PLATE TYP. SHEATHING & NAILING AT OPENINGS
- _�I� -
COPYRIGHTMCD201&Th, prighted andis the exclusive prop" of MONTA CONSULTING& DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, ortnansfer of these documents without tim
R PLAN 0.131 x24W
MAIN SPEC r D.C. WALL
OR 9 L02"M
91
SHEATHING CAN NOT
BE INSTALLED AS
AND WAK �� Is
LOWER: (1) ALL
ED SHEATHING TO
INDICATED.
PLATE W(2)QI4rxT
BOTTOM OF BEAM
CONTRACTOR TO
.9
TOE-MLS. EXT.
INSTALL LSTA24 &
HEADER OPENINGS
PARALLEL TRUSS TO DROPPED BEAM
LSTA30 AS SHOWN
LESS THAN 4FT:(I) 2, 3
SLLPLATEW(2) 0
3w=i,-Cr
(2)2. SILL ATWINDOW
WZK CRIPPLE STUDS
AT EAL END HARM TO
x 19
PENANG LARGER
THAN 4Fr. (2) 2oc SILL
STUDPACKWO.14rx
PLATEVWA35CU
r NAILS 0 r D.C.
1\
EACHISIDEMM,
THEN STUDS 0 IS'
CRIPPLES 0 Ir D.C.
O.C- ATTACH ALL W
(2) 0.148" x r
TOE AT EA. END
W (2) 0.148' x r
TOE -HAILS TAB
(PLYWOOD SHEATHING
-NAILS
OF SILL (MAX OPEWG
EOI) T&B)
USED
An -naerit of MONTA CONSULTING & DESIGN, 0
WIDTH 4'-W). USE A35
CUP AT EA END FOR
OPENIMGS GREATER
THANO BUT LESS
THAN 9
SAM-AM LSTA30
STRAP CENTERED
BETWEEN COLUMN &
GIRDERMEAM BELOW
W(22)0.14rXT SEE FRAMING PLAN
MALLS. (ONLY REOID IF FOR FLOOR
WALL SHEATHING CONNECTION
CANT BE INSTALLED
AS INDICATED)
FLOOR GRIDER OR
HEADER CONNECTION 2nd FLOOR HIGH B
sw=i-.w
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USING (1) SIMPSON SDWFM4 (OX . 2,r) SCREWQ 2r
D.C. MAX. MAINTAINING r FROM ENDS AND SPLICE$
W SYP#2 RINI-5 BEHIND RNA BOARD NUL TO RIM
BOARD W M4131'x r NAILS 4k 3"O.C.
FLOOR,8LOC11NG SHALL EXI NO INTO FLOOR SYSTEM AT LEAST
I IT FROM THE EXTERIOR STUD FACE
OT"EMSE. ADD FLOOR43LOCIOW
BETWEEN THE NEXT FLOOR JOIST SPAC 0
0 Zr D.C. MAX W M-0.131". r TOE40
TO TOP A BOTTOM CHORDS EA. END.
13W FLOOR SHEATM
(8).0.131"x 2-Iff NALS: FLOOR OR FRAMING
SHEATHING TO EA. PIECE OF
FUDOR-BLOCKING.
14WO.S.B.R RD OR I -JOIST
FLOOR43LOCVJNG SPACED 0 2,r D.C. MAY,
MATCHING FLOOR DE . MAL
FLOOR43LOCVJNG TO TOP & BOTTOM CHORD
OF JOIST W (2).0.131"x r TOE4WLS.
FLOOR JOIST OR PER PLAN. —
(4)- 0.131- X r TOE -NA LS EA. PIECE OF
FLOOR -BLOCKING TO DOUBLE 21 TOP PLATE.
KAI*NLD=Mft
MIN. (2)2K4 SYP#2 PLATE-BLOCIONG INSTALLED TIGHT BETWEEN
EA. PIECE OF FLOOR -BLOCKING. SCREWED TO DOUBLE TOP
PLATE W r SIMPSON SDS SCREWS 0 4- D.C. & 2- FROM EA- END.
FLOOR -TO -FLOOR CONNECTION (PARALLEL I -JOISTS)
1117-11.0'
EXTERIOR WAU. SHEATHM PER DETAIL VWIOf SD4
AM PAWL EDGES SHALL BE NAILED PER SHEAR MU
SCHEDULE LLO. OF NAILING INDICATED ON DETAIL WFIO
aIBCTTOMPLATEP PLAN.
MA131-XT NAILS; 31 BOTTOM PLATE TO EACH JOWT(AT
2'r D.C. MAX),
M0.131"ItTMAILS Q 3'O.C. &T FROM ENDSAND SPUCES,.
Zg BOTTOM PLATE TO RIM BOAMRIM BOARD BLOCKING
CENTER KALB ON RIM BCARDRAI BOARD BLOCKING.
MIN. 14ff THICK 038 RIM BOARD. HAILTOFLOOR-SLOCKING
Wr(IY0.I3I-X2-IrZNAJ TOP&80`11POM
SPLICE EXTERIOR VWUJ. SHEATHING AT CENTER OF RIM
BOARD. (2). ROWS 0.131"x 2-IrZ NAILS 9 IT D.C. ABOVE
A BELOW SPLICE. REFER TO DETAIL WF101 SDfOR
ADDITIONAL INFORMATICK
BELOW CONCENTRATED LOADS, AND WHERE
REQUIRED PER IM BOARD MANUFACTURERS
VMITTEN SPECIFICATIONS. INSTALL SQUASH
BLOCKING WITHIN THE FLOM SYSTEM MATCHING
SIZE AND SPECIES OF COLUMN ABOVE
(*0.1 31"x S* NAILS: RIM BOARD TO 2, PLATE-SLOCIONG Q
.r OZ. & r FROM EA- END. & EA. SPLICE.
DOUBLE 2.1 TOP PLATE PER PLAN.
JASSEMBLY ALLOVWkBLE CAPACITIES (LDF - I.Sy
v = 150 MPH, EXP. C
MAX. #""NE SHEAR: 335 PLF (2ND FLOOR),
1000 PLF (IST FLOOR)
MAX UPLIFT' . 425 PLF
N—UCTURAL ELEMENTS NOT SHOWN THIS DETAIL FOR
CLARITY. REFER TO DESIGN OR ARCHITECTURAL PLANS.
ROOF TRUSSES PER PLAN.
MIN. 1rZ GYPSUM WALLBOARD CE LING
PER FB 702.3. CEILING IS NOT
DESIGNED AS A DIAPHRAGM.
(I)-fr SIMPSON SDWCI5SW SCREW, —
INSTALLED TO THE INTERIOR MARROWFACE
PER I3ISDWC; EA- STUD TO TOP PLATE.
MIN. Iff GYPSUM WALLBOARD PER
FSC-R70Z3,
R F SHEATHING& NAILING PER ROOF
NOTES.
21 SYM VERTICAL BLOCKING BETWEEN EAL TRUSS.
(1),Ir SIMPSON SOWC SCRIFINTO FROM TOP PLATE
TO BLOCKING ON EA- END (nNo SCREWS PER EACH
PIECE OF BLOCKIN(G). NAI ROOFSHEATHIINGTO
SLOC4QMG— RSR— (DAIrx2,W�RING SHANK
NAILS 0r O.C. MAX
U.N.O. ON FRAMING PLAN: (2)-ir
SIMPSON SDWCI5B0D SCREWS EA.
TRUSS TO TOP PLATE- REFER TO
DETAIL WSDWC.
_LILFUOOR P_L8TF+
PEfP.
OVERHANG & CORNICE PER DESIGN
PLANS.
2XSYMSUBFASCIAW(3)-0.131-x
3- END NAILS TO EA TRUSS (U.N.O.)
DOUBLE Z( TOP PLATE. REFER TO DETAIL
WF07ISD2. (3)-013Iwx3`TOEORENDNAILS.
EA. STUD TO TOP PLATE.
EXT.VA%LL HEATHING PER DETAILWF1GISD4
ALL PANEL EDGES SHALL BE NAILED PER
SHEAR WALL SCHEDULE I-L.O. OF NAILING
INDICATED ON DETAIL WFIO
MID -HEIGHT 2x BLOCKING, MATCHING SIM &
SPECIES STUDS. NAILED BETWEEN STUDS
W (3)- 0.131* x T TOE OR END NAILS.
2. STUDS I SPECIES AND SPACING PER
FRAMING F��. SM PER DESIGN PLANS.
(2)- �IW SIMPSON SDVVCI54SO SCREWS,
114STALLED PER DETAIL IOfSDWC. EA STUD TO
BOTTOM PLAT
(3).0,131'. 3'TOE OR END NAILS: EA. STUD
TO BOTTOM PLATE.
3W FLOOR SHEATHING PER FLOOR
FLOOR TRUSSES OR JOISTS PER
FRAMING NOTES.
FRAMING PLAN.
I DRAFTSTOPPiNG
1, REFER TO DETAILS M107 (FOR I -JOIST) OR
r
WHERE
VYS125 (FOR FLOOR TRUSS) ON THIS SHEET
REQUIRED PER
FOR FLOOR-TO-FLOO CONNECTION
FBC-R 302.12
INFORMATION
IMF R PLATE#
0
LO—PE
LAN
DOUBLE 2, TOP PLATE. REFER To DETAIL
MIN.IrZGYP MWALLBOARDCEILINGPER
V*WISD2. (3)- 0.131'x 7 TOE OR END NAILS.
FBC40M13. EXCEPT WHERE SW TYPE X
EA STUD TO TOP PLATE.
F S, IS HOT DESIGNED AS A
HRAGM.
(I)- Ir SIMPSMOM SOM158M SCREW,
EXT. IAIALL SHEATHING PER DETAIL WFIGI SD4
INSTALLED TO THE INTERIOR NARROWFACE
ALL PANEL EDGES SHALL BE NAILED PER
PER I3ffiDWC; EA STUD TO TOP PLATE
SHEARVINUSCHEOU I-L.O.OFNAILING
INDICATED ON DETAIL WFIO
MIMEIGHT 21 BLOCKING. MATCHING SIIE 11
SPECIES OF STUDS. NAILED BETWEEN STUDS
W (3)- 0.131". WTOE OR END MAILS.
INTERIOR FACE OF SHEAR WALL SHALL
SHEATHE AS REQUIRED REQUIRED PE
FRAMING PLAN
2x P.T. BOTTO PLATE. ATTACHED TO
M I
FOUNDATION PER DETAIL VVFWA ON
NOTE & CONNECTOR LEGEND SHEET
U.N.O= BOLTS SHALL BE INSTAL
AT Ir O.C. MAX
ASSEMBLYALLOVWWLE CAPACITIES (LDF - IS)
-335 F
MAX "LANE SHEAR' (LAID LOOR)
1000 PLF TIST FLOOR)
MAX UPLIFT, 442 PLF
WSH SWM T1111110 MW EMRIOIR WALL
3W-1'.V
2K STUDS SPECIES AND SPACING PER
FRAMING'13LAN. SIZE PER DESIGN PLANS.
(21�I/r SIMPSON SDVVC1 500 SCREWS.
INSTALLED PER DETAIL 101 SDWC; EA. STUD TO
BOTTOM PLATE.
(3).0.131* x 3" TOE OR END NAILS; EA STUD TO
BOTTOM PLAIE_
_ALLIq ELEVL1Mt#
FOUNDATION PER PLAN.
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COPYRIGIfr 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 thase documents without the expressed, written consent of MONTA CONSULTING& DESIGN, OF WMR &ASSOCIATES. LLC is *icily pvchbled.
4'-W - HALF PARTY WALL WOTH
FIRE RETARDANT
TREATED ROOF SHEATHING
STUDDED COMMON TRUSSES
IrZ GYPSUM WALL BOARD EACH SIDE OF
PARTY VAALL PER FIRE RATED WALL
SYSTEM OF ASSEMBLY BXUV %0344 IS
U
SED). SEE DESIGN PLANS. IIT GYPSUM
WALL BOARD MAY BE SUBSTITUTED W
MIN. 3-IrZ THICK GLASS FIBER OR
MINERAL
WOOL INSULATION
COMPLETELY FILL THE STUD CAVITIES
FIRE BLOCKING EACH SIDE Of
PARTY WALLAS REQUIRED
IITGYPSUM WALLBOARD PER U373fPWI. U33SPWZ
U347~. OR V344PM EACH SIDE OF PARTY%ALL
FASTENED USING MIN Sd (DAMS' x I-W LONG. IGAW
HEAD) COOLER NAILS OR N. 6 TYPE WDRYWALL
SCReWe (MIN. J_JW LONG). ALL FASTENERS SHALL
BE INSTALLED 0 MAXr O-C' 0 ALL SUPPORTED
EDGES& IrO.C. INFIELD
(3)-0.131- X 7 TOE OR END KAILS, EA. Sl��L
To BOTTOM PLATE, EA. SIDE OF PARTY
(l)-O'SIMPSON SDWCISlKQ SCREW, EACH STUD
TO BOTTOM PLATE PER I USOWC, (EACH SM OF
PARTY WALL]L
MIN. 2�41 SYP 02 BOTTOM PLATE. ATTACH TO
CENTER OF RIM BOARDBELOWUSING(I)SIMPSON
2.r D.C.
SOWC11 SOW (0-162 x V) SCREW 0 MAX
MAINTAIN V FROM ENDS & SPLXES
ISLE —
ATTACH BOTTOM PLATE TO DOL TOP PLATE
BELOW(EACH SIDE OF PARTY WALL) USING (1)
SIMPSON SDVYF2724 (027. 24) SCREWS 3T D.C.
MAX MAINTAIN V FROM ENDS AND SPLICES
IL PARTY WALL V-2 3W HALF PARTY WALL WIDTH
FIRE RETARDANT
TREATED ROOF $MEATH
IND PENETRATIONSI
ATTACH TRUSS TO DOUBLE
TOP PLATE USING (1)8 PSON
SDVWCIWW (0.152 x V) SCREW
0 411' OC & V FROM ENDS
(EACH SIDE OF PARTY WALL)
DOUBLE TOP PLATE EACH
SIDE OF PARTY WALL. BE
WMISM FOR SPLICE&
ATTACHMENT INFO
ATTACH EACH STUD TO
DOUBLE TOP PLATE USING (1)
SIMPSON SOM15OW (0.152 x
V)SCREW(EACHSIDEOF
PARTYWALL)
FIRE RATED WALL SYSTEM
PER U3734W. U33SPAM
U347~. OR V344AW
M': WSYP02STUDS6Iff*
O.0 W MID -HEIGHT WALL
BLOCKING EACH SIDE OF
PARTYVW,LL
3W FLOOR SHEATHING EACH
SIDE OF PARTY WALL ATTACH
PER NAILING SCHEDULE
PRE-ENG' FLOOR _M PRE-ENG. FLOOR
SYSTEM SYSTEM
WOROg NG�
0 NT_V
FE P�W
FIRE BLOCKING EA. SIDE OF -
PARTY WALL AS REQUIRED
ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE. -
EACH SIDE OF PARTY VA%LL. USING (1) SIMPSON
SDWCIWW SCREW 0 2'r D.C. MAX & V FROM ENDS
&SPLICES SCREWTO BE INSTALLED INTO THE
CENTER OF THE RIM BOARD- MIN. 3,3W
PENETRATION TO RIM BOARD.
(l)-V SIMPSON SDINC15400 SCREW. EACH
STUD TO TOP PLATE PER I USOWC. (EACH
SIDE OF PARTY ViAL4
lir GYPSUM VIIALLBOARD PER U37301W. U336W&
U347fiNW, OR V3"~ EACH SIDE OF PARTY WALL
FASTENED USING MIN. Sd CDAW . i-W LONG. 1564
HEAD) COOLER NAILS OR N. 8 TYPE WORYWALL
SCREWS (MIN. I-IM' LONG). ALL FASTENERS SHALL
BE INSTALLED 0 MAX Ir D.C. 0 ALL SU
EDGES & 17 D.C. IN FIELD
MIN. 20 SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF
PARTYWALL). ATTACH TO FOUNDATION USING
ANCHOR BOLTS DEFINED IN DETAIL WFWA ON
NOTES & CONNECTOR LEGEND SHEET. ANCHOR
BOLTS MAY BE SPACED AT 3r D.C. MAX 4 WITHIN V
OF EACH END OF WALL & EACH BOTTOM PLATE
CONNECTION CAPACITIES
UPLIFT -2?0PUF
IN KANE SHEAR -25DPLF
TYPICAL PARTY WALL SECTION i
D04JBLE TOP PLATE EACH
SIDE OF PARTY WALL SEE
WFW1SD2 FOR SPLICE&
ATTACHMENT INFO
FIRE RATED VV.U. SYSTEM
PER U373~. U33SR-AIZ
U3471PW4, OR V3"FW5
MIN " 24 SYP 42 STUDS 0 iS'
O-C WM044EIGWVAALL
BLOCKING EACH SIDE OF
PARTY IMALL
ATTACH EACH STUD TO BOTTOM PLATE
USING (1) SIMPSON SOMISM (0.152 x
4-117) SCREW (EACH SIDE OF PARTY WALL)
SEE FOUNDATION PLAN FOR
CONCRETE AND
FOUNDATION INFORMATION
IL PARTYWALL
4--W + HALF PARTY V�"%U` WIDTH I" 3W + HALF PARTY WALL YAM
FIRE RETARDANT FIRE RETARDANT
TREATED ROOF SHEATHING I TREATED ROOF SHEATHING
STUDDED COMMON TRUSSES
10 GYPSUM WALL BOARD EACH SIDE OF
PARTY W0kLL PER FIRE RATED VIMLL
SYSTEM OF ASSEMBLY BXUV V3" IS
USED� SEE DESIGN PLANS- IrZ GYPSUM
WAU BOARD MAY BE SUBSTITUTED W
MIN. 3117 THICK GLASS FIBER OR
MINERAL WOOL INSULATION
COMPLETELY FILL THE STUD CAVITIES
FIRE BLOCKING EACH SIDE OF
PARTY WALL AS REQUIRED
UT GYPSUM WALLBOARD PER U37311W. U331MW.
U347NW. OR V3"PM EACH SIDE OF PARTY VOLL
FASTENED USING MIN. Sd OLOW x 1-50' LONG. 16RW
HEAD) COOLER NAILS OR No. 8 TYPE W DRYWALL
SCRIEWS (MIN. 14W LONG). ALL FASTE ERSSHALL
BE INSTALLED 0 MAX Ir D.C. 0 ALL SUPPORTED
EDGES& iTO.C. IN FEW
ATTACH EACH STUD TO BOTTOM PLATE USING
(1) SIMPSON SDMI54M (0.152 x 4-UT) SCREW
CONNECT 2ND FLOOR WALL B0
PLATE TO 13T FLOOR DOUBLE
TOP PLATE W/ (2) 1W x 4-1,W SI
SCREWS 0 17 D.C. AND B' FRC
END OF WALLS ALL SKIC If
BE STAGGERED MIN. 4r
10 GYPSUM WALLBOARD PER U373MM, U33SPWZ
U347ffW4, OR V344PM EACH SIDE OF PARTY WALL
FASTENED USING MIN. Ed O)Mr x 14V LONG, 15W
HEAD) COOLER MAIL$ OR N. a TYPE W DRYWALL
SCREWS (MIN. I -IN LONG). ALL FASTENERS SHALL
BE INSTALLED 0 MAXr D.C. 0 ALL SUPPORTED
EDGES & 17 D.C. IN FEW
MIN. 2K4SYP 42 P.T. BOTTOM PLATE (EACH SIDE OF
PARTY WALL). ATTACH TO FOUNDATION USING
ANCHOR BOLTS DEFINED IN DETAIL V*WA ON
NOTES & CONNECTOR LEGEND SHEET. ANCHOR
BOLTS MAY BE SPACED AT 3r D.C. MAX & WITHIN W
OF EACH END OF WOU & EACH BOTTOM PLATE
SPLICE
CONNECTION CAPACITIES'_l
:UPUFr -27OPUF
IN PLANE SHEAR - 250 PUF
TYPICAL PARTY WALL SECTION
ATTACHTRUSS TO DOUBLE
TOP PLATE USING (1) SIMPSON
SDVWCIWW (0.152 x V) SCREW
0 44r OC & V FROM ENDS
(EACH SIDE OF PARTY WALL)
DOUBLE TOP PLATE EACH
SIDE OF PARTYWALL SEE
WF07IS02FOR SPUCE AND
ATTACHMENT INFO
ATTACH EACH STUD TO
DOUBLE TOP PLATE USING (1)
SIMPSON SDWCI5= (0.152 x
G-)SCRFW(EACHSMOF
PARTYWALL)
FIRE RATEDWILL SYSTEM
PER U37301W. U330PWZ
U3471PAX. OR V344PM
INSTALLED TIGHT TO ROOF
SHEATHING.
MIN-114SYP#2STUDSOir
O.C_ vwMI KT VWL
SLOCKINGO"EK"
ATTACH EACH STUD TO BOTTOM PLATE USING
(1) SIMPSON SOMI 54M (0.152 x 4-11r) SCREW
CONNECT 2ND FLOOR WALL BASE
PLATE TO IST FLOOR DOUBLE
TOP PLATE W1 (2) Iff . 4-IrZ SDS
SCREWS 0 IT 0 C. AND V FROM
END OF WULS ALL SPLICES TO
BE STAGGERED MIN. 4W
DOUBLE TOP PLATE EACH
SIDE OF PARTY WALL SEE
WF07ISC2 FOR SPLICE &
ATTACHMENT INFO
ATrACH EACH STUD TO
DOUBLE TOP PLATE USING (1)
SIMIPSON SOVYCISM (0.152.
G-) SCREWOSACH SIDE OF
PARTYWALL)
FIRE RATED VAALL SYSTEM
PER UV30M, U33WPWZ
U347AW. OR V344AW
MM.2.49YP02STUDSOIZ'
O.C_ VwMlD44EIQHTvA%U.
BLOCKING
ATTACH EACH STUD TO BOTTOM PLATE
USING (1) SIMPSON SDWCI 5450 JO.152.
4-10) SCREW (EACH SIDE OF PARTY WALL)
SEE FOUNDATION PLAN FOR
CONCRETE SLAB AND
FOUNDATION INFORMATION
41-(r + HALF PARTY WALL WIDTH
FIRE RETARDANT
TREATED ROOF SHEATHING
STUDDED COMMON TRUSSES
IfZ GYPSUM WALL BOARD EACH SIDE OF
PARTY VAAL PER FIRE RATED WALL
SYSTEM OF ASSEMBLY SXUV V3" 18
USED), SEE DESIGN PLANS. 117 GYPSUM
WALL BOARD MAY BE SUBSTITUTED W
MIN.
M, 3-lrX THICKGLASS FIBER OR
NERAL WOOL INSULATION
COMPLETELY FILL THE STUD CAVITIES
lir GYPSUM WALLBOARD PER U373IPWI. U33UNM
U3471PW4, OR V3"WA EACH SIDE OF PARTYWALL
FASTENED USING MIN. Sd (0.09V x 1-5ff LONG, 15AW
HEAD) COOLER NAILS OR N.. 6 TYPE WDRYWALL
SCREWS (MIN. 1-11r LON.I. ALL FASTENERS SHALL
BE INSTALLED 0 MAXr D.C. 0 ALL SUPPORTED
EDGES & IT D.C. IN FIELD
MIN. Z14 SYP 02 STUDS 0 IV O.C. W
M.E.VMLLBLOC NOEACH
SIDE OF PARTY WALL
(I �- S' SIMPSON SDWCI%W SCREW, EACH STUD TO
BOTTOMPLATEPER IIISDWC, (EACH SIDE OF PARTY
WALL]L
Zx BOTTOM PLATE. FASTEN TO FLOOR SYSTEM W (1)
S*APSONIrSDW-SCREW(SDVYCISOOD)02CO.C.&
C FROM ENDS & SPUCES. AT PERPENDICULAR
FLOOR: CENTER SCREW IN RIM BOARD. AT PARALLEL
FLOOR- SCREW INTO SEAMfTRUSS. STAGGERING IN
BOTTOM P
LATE
ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE —
BELOW USING (1) SIMPSON SDV4F2724 (D27. 2-r)
SCREW 0 Sr D.C. MAX MAINTAIN V FROM ENDS AND
SPLICES
PRE-ENG' FLOOR
SYSTEM
FIRE BLOCKING FA SIDE OF
PARTY WAU AS REQUIRED
ATrACH RIM BOARD TO WALL DOUBLE TOP —
PLATE. USING (1) SIMPSON SDVOC15000 SCREW 0
24* D.C. MAX & V FROM ENDS & SPLICES. SCREW
TO BE INSTALLED INTO THE CENTER OF THE RIM
BOARD. MIN. SW METRATION TO RIM BOARD.
(I)-WSMISON SMC158W SCREW. EACH
STUD TO TOP PLATE PER IUSOM. (EACH
SIDE OF PARTYWAL4
MIN. ZK4 SYP #2 STUDS a IV D.C. w
M044EIGHT YAM BLOCKING
IrF GYPSUM WALLBOARD PER U373NW. U335PM
U3470PAN. OR V344PM EACH SIDE OF PARTY YOU
FASTENED USING MIN. 5d (D.086" x 14V LONG, 1544
HEAD) COOLER NALS OR N.. 6 TYPE WDRYIAALl
SCREWS (MIN. 14W LONG). ALL FASTENERS SHALL
BE INSTALLED 0 MAX4' 0 C. 0 ALL SUPPORTED
EDGES& IrO.CAN FIEILD'
MIN. 20 SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF
PARTYWALL� ATTACH TO FOUNDATION USING
ANCHOR BOLTS DEFINED IN DETAIL VW07A ON
NOTES & CONNECTOR LEGEND SHEET, ANCHOR
BOLTS MAY BE SPACED AT Sir D.C. MAX & WITHIN r
OF EACH END OF WALL & EACH BOTTOM PLATE
SPLICE
CONNECTION CAPACITIES:
UPLJFT - 270 PLF. 2W PLF
IN PLANE SHEAR
Owalk TYPICAL PARTY WALL SECTION
4-2 3/4'- HALF PARTY WOLL WDTH
FIRE RETARDANT
4L FARTYWALL TREATED ROOF SHEATH NO
(NO PENETRATIONS)
ATTACH TRUSS TO DOUBLE
TOP PLATE USING (1) SIMPSON
SDWCISW0 (0.152 x W) SCREW
0 46' OC & W FROM ENDS
(EACH SIDE OF PARTY WALL)
FIRE BLOCKING EACH SIDE OF
PARTY WALL AS REQUIRED
SIDE OF PARTY WALL SEE
\� DOUBLE TOP PLATE EACH
VOWISD2FORSPUCEAND
ATTACHMENT INFO
ATTACH EACH STUD TO
DOUBLE TOP PLATE USING (1)
SIMPSON SDVkriWffl (0.152 x
IMSCREW(EAC SIDEOF
PARTYWALL)
FIRE RATED10MILLOYSTEM
PER U373~. U33ON-AIZ
U347~, OR V3"VW5
INSTALLED TIGHT TO ROOF
H
SHEAT ING.
MIN. 2x4 SYP 02 STUDS 0 17
D.C. VW MID -HEIGHT WALL
BLOCKING
ATTACH EACH STUD TO BOTTOM PLATE USING
(1) SIMPSON SDWCl SM (0.152 x 4-U7) SCREW
CONNECT 2NO FLOOR WALL BASE
PLATE TO 1ST FLOOR DOUBLE
TOP PLATE W (2) IW x 4-UT SOS
SCREWS 0 IT D.C. AND W
END OF IMNLLS. ALL SPLICES TO
BE STAGGERED MIN. 4r
DOUBLE TOP PLATE EACH
SIDE OF PARTYWALL SEE
WF07/SD2 FOR SPLICE 4
ATTACHMENTINFO
ATTACH EACH STUD TO
DOUBLE TOP PLATE USING (1)
SIMPSONSUMIS000M.152.
W) SCREW(EACH SIDE OF
PARTYWALL)
FIRE RATED AIALL SYSTEM
PER U373PWI. U33WM
U347~, OR V344AW
M 42STUDSOIT
OIN Z,41 SYP
C. WMID44EIGMTVWU
BLOCKING
ATTACH EACH STUD TO BOTTOM PLATE
USING (1) SIMPSON SDWClSM(0.1S2x
4-1 W) SCREW (EACH SIDE OF PARTY WALL)
SEE FOUNDATION PLAN FOR
CONCRETE SLAB AND
FOUNDATION INFORMATION
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COPYRIGHT MCD 2015: The Information Contained in INS document is copyrWftd and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES. LLC. Any use, duplication, or transfarof dIese documents wffliout the eVnessed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES. LLC is strictly prahbled.
(1) SIMPSON MTT4W(I)50S` —
THREADED ROD. - MIN.
EPDXY OR EQ. ATTACH TO
COLUMN (I8)0.l6rx2-IrZ
M
HAILS
2. SEPARATION FRAME
WALL TOP A BOTTOM
PLATES SMALL RUN
CONTINUOUS PAST
ADJACENT FRAME WALL
TO END OF SLAB
FIRE RATED VVJ.L
ASSEMBLY PER
U3731PWI, U338fi-AQ.
U347fiW. OR
V3444W
INSTALLED
TIGHT TO ROOF
SHEATHING.
SECTION A -A
WALL SHEATHING SHALL BE
INSTALLED AS A CONTINUOUS
SHEET FROM DOOR OPENING TO
BUI ING CORNER WNAKJNQ PER
M ILOD.
DOOR OPENING
INTERSECTING 2x FRAME YALL
SHALL BE SCREWED TO MIN. (3)
PLY BUILT UP COLUMN WITHIN
SEPARATION FRAME L W
(2) IM- SIMPSON SIDS SCREWS
INSTALLED 4FROM TOP&
BOTTOM. 1-1Z EDGE DISTANCE.
OTHERWISE SPACED 0 12- O_Q
STAGGERED 6, MAX
4%W - HALF PARTY V"�ULWIDTH
FIRE RETARDANT
TREATED ROOF SHEATHING
00 SH ING AND
FASTENR40 PER NAILING
HEDULE
irz Gypsum WALL admo EACH SIDE OF
PARTY WALL PER FIRE RATED WALL
SYSTEM OF ASSEMBLY BXUVV344 IS
USED). SEE DESIGN PLANS. 1,7 GYPSUM
WALL BOARD MAY BE SUBSTITUTED W
MIN 3-IrZ THICK GLASS FIBER OR
MINERAL WOOL INSULATION
COMPLETELY FILL THE STUD CAVITIES
H 10 C.&e'FROMEA.E DOFTRUSS,
GA 0
CON UUMAY USE SIMPSONNSDDVYFr SCREWS
V D.C. & C FROM ENDS PER 2k0SDWC
R _F 8
41NEW Or
FIRE BLOCKING AS REQL RED
MID OINT BLOCKING BETWEEN STUDS U.N.O.
'P
ON FRAMING PLANS
lr2'GYPSUMWALLBOARD WALLW5dCOOUER -
�4��r
G40ROM
I-W =1
Vf=LL SCR - VA4 4'O.C. ON EDGE
&I?0.CANFIEU3
M-W SIMPSON SDWCI59Xl SCREW, EACH
STUD TO BOTTOM PLATE PER I IffiDWC.
4-V HALF PARTY WIDTH
FIRE RETARDANT
rL PARTY WALL TREATED ROOF SHEATHING
ATTACH SHEATHING TO FRAME WALL DOUBLE
TOP PLATE VWRSRS-01 NAILS PACING ER
A A SHINGLE ROOF TABLE ON SlIRSOVIDE SHPtM
MATCHING PITCH OF ROOF TO FILL GAP BETWEEN
TOP PLATE & SHEATHING IF REQUIRED
FASC TERPROOFING. AND FLASHING BY
BLq%r
THERS. NOT MCD
EACH WALL STUD OR EACH BUILT UP CO UMN STUD
FASTENED TO DOUBLE TOP PLATE W (1) SIMPSON
SOM 151100 V SCREW
DOUBLE TOP PLATE. SEE VVF071 SD2FOR
SPLICE &ATTACHMENT INFO.
FIE RATED I ASSEMBLY PER 1, 1
WA
U3471PW4, OR V344MW5 INSTALLED TIGHT TO ROOF
SHEATHING. CAULK WITH AN APPROVED PRODUCT TO
CREATE AIR TIGHT SEAL PER MANUFACTURER$
INSTALLATION INSTRUCTIONS. PROVIDE MINERAL
WOOL OR OTHER APPROVED METHOD TO FILL IN
VOIDS
MIN. Zc4 SYP 42 M PLATE. ATTACH
OTTO To —
CENTER OF RUBBOARD BELOW USING 0.131' '7*
NAILS 0 C D.C. MAX
ATTACH BOTTOM PLATE TO DOUBLE TOP —TE)�_\
BELOW SING (1) SIMPSON SDWF2724 OMD27x24) �A
SCREWO D.C. MAX MAINTAIN Ir FROM ENDS
AND SPLIC3E'78
FIRE BLOCKING AS REQUIRED
3W FLOOR SHEATHING
FASTEN PER PLAN PRE -ERG. FLOOR
SYSTEM
ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE,
U8114G (1) SIMPSON SDVC160W SCREWS IV D.C.
MAX & W FROM ENDS & SPLICES. SCREWTO BE
INSTALLEDI OTHECENTER OF THE RIMBOARD.
MIN. 3-Wlr PENETRATION TO RIM BOARD.
(l)-WSIM SON SOWC158W SCREW, EACH STUD
P
TO TOP Arfl�0 x 34W
DOUBLE TOPjUT.E 46'
I... T T6
M04NXKT BLOCKING BETWEEN STUDS U.N.O. ON
PLANS
FRAMING
10GYPSUMWALLBOARO WALLW5dCOOLER
ORPN
'r CON
EDGE & 12- D.C. IN AiG
EE
2X4 02 SYPiW C OU
SM IN THE lN=4WSCHSE LE
ON NOTES & CONNECTOR LEGEND FOR
ADDITIONAL INFORMATION.
MIN. 2K4 SYP 82 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 3r D.C. MAX & WITHIN V
OF EACH END OF WALL A EACH BOTTOM PLATE
SPLICE
-TYPICAL PARTY -WALL -SECTION I
EXTERIOR WALL SHEATHING AND NAILING PER
WFIOISD4
CONTINUOUS WALL BLOCKING INSTALLED AT MAYL V,0'
D.C. AS MEASURED VERTICALLY FROM FOUNDATION TO
UPPERMOSTDOUS TOP PLATE. BUILDER TOVERIFY
INSTALLATION, TYP.
UPPER 2K4 SYP 82 STUDV. 17O.C. MAX. STUDS
SMALL BE INSTALLED CO FROM MtDWALLPLATETO
UNDERSIDE OF ROOF SHEATHING, CENTERED OVER
==a
WALL STUD OR EACH BUILT UP COLUMN
S
B&D FASTENED TO BOTTOM PLATE M (1) SIMPSON
C 15OW V SCREW
FASTEN MOVE SINGLE PLY FRAME WALL BOTTOM
LOW
PLATE TO BE FRAME VM" DOUBLE TOP PLATE W
1W. 44W SDS SCREWS Q 12- D.C. MAX W V EDGE
EARANCE
AIALL PLATE 10
LOWER 2x FRAME WALL DOUBLE TOP PLATE SMALL
MATCH ELEVATION OF FLOOR SHEATHING gW, 4-
1-34'. BUI—SHALL FIEUDVERIFYAN RM
EACH LOWER WALL STUD OR EACH BUILT UP COLUMN
STUD FASTENED TO DOUBLE TOP PLATE W(l)
SIMPSON SOM ISOM C SCREW
LOWER 2.4 SYP #2 STM 17 D.C. MAX. STUDS
SHALL BE NSTALLED FROM FOUNDATION TO
MID WALL PLATE TO MATCH ELEVATI OFFLOOR
SHEATHING. TOP 0 41- IV-4 3W
FIRERATEDVdkU_ R U335PM
Y
U3471PW4, OR 014�AMLLE=6 ROOF
SHEATHING. CAULK WITH AN APPROVED PRODUCT TO
CREATE AIR TIGHT SEAL PER MANUFACTURERS
INSTALLATION INSTRUCTIONS. PROVIDE MI WOOL
OR OTHER APPROVED METHOD TO FILL IN VOIDS
7H V11,1L.1 STUD TO P T BOTT
M., _ OF
TytLLL,
j?o"NE.=
UZFT 17
- IN PLANE SHEAR - 39D
FOUNDATION PER THE FOUNDATION PLAN
,V-M . HALF PARTY WIDTH
FIRE RETARDANT
TREATED ROOF SHEATHING
STUDDED COMMON TRUSSES
PARTY WALL PER FIRE RATED VALL
SYSTEM OF ASSEMBLY SXUV.V344 IS
USED. SEE DESIGN PLANS. IrZ* GYPSUM
WALL ARDMAYBESUBSTITUTEDW
M N 3-iff THICK GLASS FIBER OR
M:NikZ WOOL INSULATION
COMPLETELY FILL THE STUD CAVITIES
FIRE BLOCKING EACH DEOF
PARTY WALL AS REQUIRED
10 GYPSUM WALLBOARD PER U373PWI. U3361PIA14
U347fiW. OR V344PM EACH SIDE OF PARTY VO.LL
FASTENED USING MIN 5d (009V x I-W LONG, 15W
HEAD) COOLER NAILS' -STYPEWDRYVAM
OR N*
SCREWS (MIN. 1-114- LONG). ALL FASTENERS SMALL
BE INSTALLED 0 MAX Ir D.C. 0 ALL SUPPORTED
EDGES & 17 D.C. IN FIELD
MIN. Z,4 SYM BOTTOM PLATE. SrREWTO
PARALLEL FLOOR TRUSS BELGWff WIW x34W
SDS SCREWS 0 IV O.C. & 4' FROM ENDS &
SPLICES.
ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE
SELOW(EACH SIDE OF PARTY WALL) USING (1)
SIMPSON SDWFZ?24 (027 x 24') SCREW a Sr D.C.
MAX MAINTAIN WFROM ENDS AND SPLICES
FIRE BLOCKING EA SIDE OF
PARTY WALL AS REQUIRED
SCREW TO DOUBLE TOP PLATE TO PARALLEL FLOOR
TRUSS Wr (2)- IW x 4-1/7 SOS SCREWS Q Zr D.C. &
4FROM ENDS & SPLICES.
Ir2GYPSUM W0%LLSOARO PER U37&~. U335PAQ.
U347., OR . EACH SIDE OF PARTY WALL
FASTENED USING MIN. Sd (0.09r x 1 �W LONG, 15064
HEAD) COOLER NAILS OR No. 6 TYPE WDRYWALL
SCREWS (MIN. 1-114- LONG). ALL FASTENERS SMALL
:E INSTALLED 0 MAX �r OC_ 0 ALL SUPPORTED
DGES & 17 D.C. IN FIELD
MIN. 20 SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF
PARTY WALIJ. ATTACH TO FOUNDATION USING
ANCHOR BOLTS DEFINED IN DETAIL VIFWA ON
MOTES & CONNECTOR LEGEND SHEET. ANCHOR
BOLTS MAY BE SPACED AT 30" D.C. MAX & WITHIN S"
OF EACH END OF W0UJ. & EACH BOTTOM PLATE
SPLICE
CONNECTION CAPACITIES:
-UPLIFT -270PUF
IN PLANE SHEAR 250 PLF
NOT USED
irz.1,4r
rL PARTYWALL 4-23W+HAL PARTYVPJ.LWDTH 44r - HALF PARTY WOTH
FIRE RETARDANT
FIRE RETARDANT TREATED ROOF SHEATHING
TREATED ROOF SHEATHING (No PENETRATIONSI
(No PENETRATIONS)
STUDDED COMMON TRUSSES
Is, SIDE 0 - F
ATTACITRUSS TO DOUBLE TOP PLATE USING (1) PARTY WALL PER FIRE RATE 11 v Og.L
SIMPS (0.152 x1r) SCREW@ 4r OC SYSTEM OF ASSEMBLY BXUVV344 IS
'4
OWC15800 USED), BE
& W FROM ENDS (EACH SIDE OF PARTYWALL) E DESIGN PLANS. IrZ GYPSUM
ps
WALL
MIN. BOAR MAYBE SUBSTITUTED W
R
MIN 3-1,7 THICK GLASS FIBE 0
, ERALWOOLIN LATION
_OMPLETELY FILLTHE STUD CAVnllES M
DOUBLE TOP PLATE EACH
SIDE OF PARTY WALL. SEE
WF071SD2 FOR SPLIC &
ATTACHMENT INFO
PLATE
ATTACH EACH STUD TO DOUBLE TOP
USING (1) SIMPSON SDWCI5*00 (0.152 x V)
SCREW (EACH SIDE OF PARTYV%%UL)
FIRE RATED WALL SYSTEM PER U3731PWI,
U336011M U347/PW4. OR V34411W
MON. Z,4SYP#2 STUDS@ IWO. WMID-HEIGHT'
WALL BLOCKING EACH SIDE OF PARTYWALL
MIN. 2.4 SYP 02 BOTTOM PLATE. ATTACH TO
CENTER OF RIM BOARD BELOW USING 0.131'. 3'
NAILS 0 4- D.C. MAX
(I)W SIMPSON SOWCISS00 SCREW, EACH STUD
TO BOTTOM PLATE PER 11ISDWC, (EACH SIDE
OFPARTYVPU)
3W FLOOR SHEATHING EACH SIDE OF PARTY
WALL ATTACH PER MAILING SCHEDULE
PRE-ENG FLOOR
SYSTEM
B —40-
LgM MIM
REF. T
ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE,
I I - D.C.
USING(I SIMPSON SOM15000 SOREWO Is
MAX & WFROM E14DS & SPLICES. SCREW TO BE
INSTALLED INTO THE CENTER OF THE RUA BOARD.
MIN. 3X4'PENETRATlON TO RIM BOARD.
DOUBLE TOP PLATE EACH SIDE OF PARTY YVJJ_
SEE WF071SD2 FOR SPLICE & ATTACHMENT INFO
(I)- V SIMPSON SDWCI5S00 SCREW, EACH
STUD TO TOP P PER 1 11SOWC, (EACH
TYLATE
SIDE OF PAR WALL) -
FIRE RATED WALL SYSTEM PER U3731PWI.
U338PVV2, U347JPW4, Oft V344PM
MIN. ZA SYP #2 STUDS 0 IV D.C. W MID -HEIGHT
WALL BLOCKING EACH SIDE OF PARTY WALL
ATTACH EACH STUD TO BOTTOM PLATE
USING (1) SIMPSON SDWCI 5450 (0.152.
4-14r) SCREW (EACH SIDE OF PARTY W%LL)
SEE FOUNDATION PLAN FOR
CONCRETE AND
FOUNDATION INFORMATION
FIRE BLOC19NG EACH SIDE Of
PARTY WALL AS REQUIRED
10 GYPSUM WALLBOARD PER U373fPWl, U33MVA
U347~, R V344PM EACH SIDE OF PARTYWALL
FASTENED USING MIN. 5d (0.085' x 1.5ff LONG, 1516C
HEAD) COOLER NAILS OR ft. 0 TYPE WDRYWALL
SCREWS (MIN. 1-114- LONG). ALL FASTENERS SHALL
BE INSTALLED 0 MAXr D.C. 0 ALL SUPPORTED
EDGES & 12'0.C. IN FIELD
MIN. 2,4 SYP#2 BOTTOM PLATE. SCREWTO
PARALLEL FLOOR TRUSS SELOWW (2)-IW x 3-1fr
SDSSCREWS C ENDS&
'6F PARTY WALL)
1VOC " FROM
SPLICES. (EACH SIDE
ArrACH BOTTOM PLATE TO DOUBLE TOP PLATE
BELOW(EACH SIDE OF PARTY WALL) USING (1)
SIMPSON SDWF`M4 (027 x 24) SCREW Q 3T D.C.
MAX. MAINTAIN Ir FROM ENDS AND SPLICES
FIRE BLOCKING EA SIDE OF
PARTY WALL AS REQUIRED
SCREW TO DOUBLE TOP PLATE TO PARALLEL FLOOR
TRUSS W (2y IW x 4-IrZ BOB SCREWS Q ZV D.C. &
4r FROM ENDS & SPLICES. (EACH SIDE OF PARTY
WALL)
IfZ GYPSUM WALLBOARD PER U3731PWI, UMMVA
U3471PW4, OR V3"PW5 EACH SIDE OF PARTY WALL
FASTENED USING MIN - 5d (0.08V x I-W LONG, ISISC
OR N�. 6 TYPE WDRYVWkLL
SCREWS (MIN. 1
HEAD) COOLER NAILS
_IW LONG). ALL FASTENERS SHALL
BE INSTALLED 0 MAX 4- D.C. 0 ALL SUPPORTED
EDGES& ITOZ. INFIELD
MIN. 2,4 SYP #2 P.T. BOTTOM PLATE (EACH SIDE OF
PARTY WALL). ATTACH TO FOUNDATION USING
A14CHOR BOLTS DEFINED IN DETAIL WIWA ON
NOTES & CONNECTOR LEGEND SHEET, ANCHOR
BOLTS MAY BE SPACED AT 35` D.C. MAX & WITHIN W
OF EACH END OF WALL & EACH BOTTOM PLATE
SPLICE
c.ONMEC�ONE
Up._ :
7.:Fl
TYPICAL PARTY WALL SECTION
4-2 3W + HALF PARTY WALL WIDTH
PARTYWALL FIRE RETARDANT
TREATED ROOF SHEATH
(NO PENETRATIONS)
ATTACH TRUSS TO DOUBLE
TOP PLATE US114G (1) SIMPSON
SDVYC156W (0.152 x V) SCREW
0 4W OC & V FROM ENDS
(EACH SIDE OF PARTY WALL)
D BLETOPPLATEEACH
SIDE OF PARTY WALL SEE
WF071SD2 FOR SPLIC &
ATTACHMENT INFO
ATTACHEACH TUDITO
DOUBLE TOP PLATE USING (1)
SIMPSON SDWCI5B00 (0.152 x
61 SCREW(EACH SIDE OF
PARTY WALL)
FIRE RATED WALL SYSTEM
PER U3734W. U33BRIM
U347~. OR V344PM
MIN. 2.4 SYP #2 STUDS 0 Is-
O.C. W MID -HEIGHT WALL
BLOCKING EAC SIDE OF
PARTY WALL
(IWSIM SON SDWC15800 SCREW, EACH
STUD TOPBOTTOM PLATE PER IIISDWC.
(EACH SIDE OF PARTY WALL�
SW FLOOR SHEATHING EACH
SIDE OF PARTY WALL ATTACH
PER NAILING SCHEDULE
DOUBLE TOP PLATE EACH
SIDE OF PARTY WALL. SEE
WF07/SD2 FOR SPLICE &
ATTACHNIENTINFO
ATTACH EACH STUD TO DOUBLE TOP PLATE USING
(1) SIMPSON SDWC1580D (0.152"x W) SCREW (EACH
SIDE OF PARTY WALL)
FIRE RATED WALL SYSTEM
PER U3731PWI, U33S/PWZ
U347fiW. OR VJ44PM
MIN. N4 SYP #2 STUDS 0 1 Ir
O.C.WMID41EIGHTWkLL
BLOCKING EACH SIDE OF
PARTY WALL
ATTACH EACH STUD TO BOTTOM PLATE
USING (1) SIMPSON SDWCI 545D (0.152 x
4-147) SCREW (EACH SIDE OF PARTY WALL)
SEE FOUNDATION PLAN FOR
CONCRETE SLAB AND
FOUNDATION INFORMATION
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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, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCAATES, LLC is strictly prohibited.
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PRE ENGINEERED FIRE RETARDANT ROOF
TRUSSFSPER SHEATHING ATTACHED PER
PLAN NAILING SCHEDULE. SEE
ARCHITECTURAL PLANS FOR
TR_
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S
'S'
P
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REQUIRED LOCATIONS
2x FASCIA PER PLAN. SEE
ELEVATIONSFO MORE
INFORMATION
2x FRAME OR CMU WALL, SEE
ARCHITECTURAL PLAN FOR
MORE INFORMATION
1 - HO URR FIRE- -RATE SO FFffr -PER- GO A FILE- NO. RC 2802 TO EXTEND A MIN.
,V-(r EACH SIDE OF 2 HOUR FIRE RATED ASSEMBLY. INSTALL BASE LAYER
5W TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO WOOD
TRUSSES 2,r D.C. NTH 1-1 W TYPE W OR S DRYWALL SCREWS 2r D.C.
FACE LAYER SW TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE
APPLIED AT RIGHT ANGLES TO TRUSSES WTH 1-7ff TYPE W OR S
DRYWALL SCREV48 Ir D.C. AT JOINTS AND INTERMEDIATE TRUSSES AND
14ir TYPE a DRYMUL SCREWS 12' D.C. PLACED 2'BACK ON EITHER SIDE
OF END JOINTS. JOINTS OFFSET 2r FROM WE LAYER JOINTS. WOOD
TRUSSES SUPPORTING 117 WOOD STRUCTURAL PANELS APPUED AT
R1014T ANGLES TO TRUSSES VffrH 0.131'. 2-1 rZ NAILS. APPROPRIATE
ROOF COVERING. FIRE CAULK EDGES AND ENDS AS REQUIRED TO
PROVIDE AN AIRTIGHT SEAL
TYPICAL FIRE RATED SOFFIT
3w=l,-w
rL PARTY WALL
... HANNEL OR RUNNER
INSTALLED PER
MANUMTURERI
SPECIFICATIONS I
2x BEARING WALL PER PLAN. SEE
EXTERIOR RAMEV4ALL
SCHEDULE
INTERIOR FINISH PER BUILDERS
SPECIFICATlONS
FIRE RATED WALL SYSTEM PER
DESIGN PLAN . INSTALLED nGHT
TO ROOF SHEATHING.
TWO HOUR FIRE WALL @ FRAME INTERSECTION
3w=l*.O*
2'C CHANNEL OR RUNNER
MIN. 310 AIR SPACE
INSTALLED PER
MANUFACTURE
FIRE RATED ROOF
SPECIFICATIONS
SHEATHING PER PLAN
BREAKAWAY CLIP
TRUS OVERHANG EACH
ALUMINUM ANGLE
SIDE
INSTALLED PER
MANUFACTURERS
SPECIFICATION WHERE
EMNO GYPSUM BOAR
REQUIRED PER UL
PER FIRE RATED VMLL
U3r.,,rM, U33WpVW.
SYSTEM INTO SOFFITAREA
U347~ OR V344lPW5
SECTION A -A
ROOF SHEATHING
ATTACHED PER NA
SCHEDULE
FASCIA PER PLAN
ATTACH CHANNEL I
TO BOTTOM OF FXI
(3)1-IWTYPEWS(
INSTALL C CKANNE
FASCIA TO TOP OF
EXTENSION OF THE
CHANNEL OR RUMN
FRAME OR Slur x 2.
SPECIFIED PER UL I
OR V344AW
4Ql'A' TWO HOUR SEPARATION 9b
l:r'ALlri:&l
GYPSUM BOARDS PER FIRE RATED WALL
SYSTEM 10731PAII. U33SAhVZ U3471PAM OR
V344MM MUST EXTEND INTO SOFFIT AREA.
IF EXTERIOR WALL IS FRAME
PROVIDE SOLID BLOCIONG
AS REQUIRED TO INSTALL C
CHANNEL TRACK
EXTERIOR WALL PER PLAN
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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, ortransfar of these documents without the expressed. written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictty prohbited.
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Design No. U373
BXUV.U373
Fire -resistance Ratings - ANSVUL 263
Design / System / Construction / Assembly Usage Disclaimer
• Authorities Having Jurisdiction should be consulted In sit cases as to the particular rectuiremerts oweringi
to installation of am UL canned products ecluipinent SPUR devices and nallartals.
• AWW*m hasring Affle"M shoulid be consufted Wore mnoln�
Fire resistance assernicilias and products are developed by Vw cleselin submkW aid have losen
Investigated by UL kr cornpasnes, with applicable requirermarls. The Pftsbecl Fdmndm cannot
always address evey construction musics encountered in to told.
When field [swas arks, I is recornmencled the that contact for assistance be the technical servto
provided by the product nuerrulactuner noted for the design. Users of See resishareas assernbliss ans
advised to con"'K the general Guide Inforneation for each product category and each group of
..n. The Guide Information Includes specifics conoming alternate materials and alternate
methods of oonstruction.
Only products which bow We Mark are considemd COMW.
BXUV - Fire Resistance Ratings - ANSVUL 263 Certified for United
States
BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for
Canada
Design No. U373
March 06, 2DIS
Nonlosanng Well Rating .2 H (Am Separation Wall. Sea lium, 1. 2 and 3)
Bearing Wall Rating 2 H, (Protected Wall, Sea seem 41,41A sm! 4B)
Nonlosaring WWI Rating 2 Hr (Protected Wall, Sea VAm 4B)
Finish Rating - 120 Min. (Sea earn 4)
Indicates such products shall bear the UL or otjI.Cerfilleation ark orjurisdictlons employing the UL orcULCerbilostion (such as
Canada),=.
SECTIOl
SECTION 58
F_
7
F is
�A a
CONPKXWT10NA
SWOOM TO FNE FROMAREAWWYM WALL MEONLY
CONFIGURA1111001 0
EWQBW TO FIRE FRIM EM*R SWE
1. or Top Wall -2,V16 in. wide channel shaped with I in. " 1.9. flonned no. No. 25 MSG gal, $W.I. secured van
1, -4 24 in. OC.
2. Steel Seats - Steel memlosm ftmed hurn No. 25 MSG gdv OW having'W - shaped flanges spaced 24 in. OC;oveml deplin 2-119 in. and
flarge Width 1-W in.
3. Gypsum BoaW - Two layer; of I in. thick gypsten welimard bw panels, supplied in non� 24 in- widites. Vertical edges of panels Motion
ft.dkft-Pr-.h.W�W&
GEORG"ACWIC GYPSUM LLC -Types TRSL. COUSIL
PROTECTE0 vast L: (Sawing or Ncnbmft W.11, as indicated in Nam 4,4A and 48. Wmn Besting, Load Roatiched f1crCemsfan
Applicallons, - Sea Guide BXUV7.)
4. Woods Studies - For 2 W. Bearing or Nonbewing Wal Rating - Nw 2 by 4 In.. nox spacing 24 in. OC. Stds cro�sd at nt~
whate necesseny for clip attachment Min. 314 In. separation between wood frarning and me aspiration wait Finish rating evalushad ft wood
at,& or*/.
4A. Steel SIM& - (As an sbanalks to Rom 4, notshcen) - For 2 1*. Sescing Wall RaMo - Occasion protected SUM studs, Min. W. 20 MSG
(0.0329 in.. min leare matal thicknels) slael or ne. 3-112 In. Wde, ran W. 20 080 (0.036 In. 06.10 WN OW or No. 2D MSG (0.033 in. thick)
polmed Steel. add formedi. shad be designed m accord� with the affrant IKOM Of #0 Specification for thS Deep Of Cold.F~ S"
ads! design bW of 1. skids, ahad be 11 by 11h. OW ofted designer socUor procluxor, and shall mass the requirnmeds of CA Wpk"
local code agencies. The mas stud spacing of wall ammblies and not excesd 24 In. CC. Studs attached to New and caffing trade alh W In.
" " S-12 W" — on bod, sides of stsecis or by welded or bolied o—eclons designed . scooldneca will, the AISI specifications. Top
and bottom traclas " comed of a" renelmrs, rein W 20 MSG (0 0320 In, net bare restal thickness) deal or min No. 20 GSG (11.036 in.
tddQ qdv sloal . No. 20 MSG (0.033 In. thicit) primed WeL " prwAd. a sound structural connection between steel skude und to adjacent
asserrisile. such as a floce. calling, andior other Wallis Anscimc! to Asor and calling somnnelles with W" lestemm spaced not greater then 24
In. OC studs crosabraced with stud *an-ing at nild4might whom necessary for cap eflachneut Min 314 in. sepwaillon between " *.FWng
and area separation wig. Finish rating has not been "aluatcl for a" stoft.
46. Sbd Basis - (As as alturads to hens 4 and 4A. for use in Configuration 8 only. not shown) . For 2 W. Nonbearing Was Rating - channel
shaped, laloricabid firom ran 25 MSG conceimprobecind st.A mn 3 IQ in. wide. nin 14M in. langes, and IM In. vskun, spaced a nax of 24
in. OC. Sl to be out 318 to 314 in. I— then .an" height. Top and bodone tracks sluell be channel dusmA fleteloseell *cm in 25 MSG
convelonvolected deA ren Wft to accomodate AM sue. with min I in. long Isgs, attached to floor and calling VM fastames 24 in. CC
nuo. Slucls crossbraced with slud evening at M~ whom noommery for clip aftachnsed, Min We in. betweendamillmnanard
— separation wall. Finish rising has not be evaluated for s*W studs.
5. GYPeam Baud - Classified or Ur�bmWftd - On 112 in. Ihi* 4 ft aid., speled Wither homccalelly or —W*. Wellicard attached to wood
Studs Queen 4) with 1-1/4 in' long sheal drywall nalls Waced 12 in. OC. Walboard attached to alsel slude (ft.. 4A or 48) with I in. " Type S
." — spaced 12 in. 00. Vertical Joints located cirer studs. (Options) Joints commd with paper tape and 09 conVound. KW or screw
hesclac—dwillholdocerpound.
5A. Plywood Sh"Wag a 090 - (Not sh~) - As an afteamb, to Rom 5. Norranal I Q In. dick or greater plywood or OSB applied horizontally
:Varloaw 1. 1 VAIdL VwocW 0'"s boded "I" sold" Horlewtml joint shall be bufted W to form I dosed Oft F**Wmd to
deeth n -=rd - dlicient length, spaced 12 in. OC. Joints and lestaner heads sm not required to be treated. Akuninum dip. shall
b—peovd.d.—Itoodinh—S.
0. Atlachaneast calls - Alorinurn anlits,0.062 in. truck min 2 in. wide with min 2 In. and 2-1/2 in. lags, Offps seand with n*dmusn one Type S
—3*h.WqtoWdwbmdwVtiwk*mm�TypeW�14/4in.longtowwd*auiVwst&Mh- k twoughholesproviclodin
clp.Ckwspaosda�oflOftOCvwl=WbGt�wmdws"*anftwWWokKbfbrs�wabLepto23fthfgh.FarsepwMw
wok.pto,141thigh,clips mdeamtwdmbmfortnt"w24toWther*n,.inhgw.MmbobwreqLdmdd$sspwWa�5ft
OCimilicallyboh—woodorsteelftel sm!Wslud..
7. Base and Blm*.W - (options. — sheen) - Placed in said wAd.* " glan fiber or *-,d wool Imsuleficn. — 3.0 par dermily,
beeving the UL classification Mariana se to Surface Burning Ourachemillos snVor Ices Resistance. Sm Bafts and Blankets (SKW or SZJZ)
Caftod.. formu"" afOassilledoomperles.
Indicates such products shall bear the UL or CUL certification Mark for jurisdictions employing the Ut.or ct)L
Cardflicatlon (such as Canada) respectively.
Nameniftelemsee.
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COPYRIGHT MCD 2015: The inIbrallabon contained in fts document is copyrighted and is to exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCAATES. LLC. Any use, duplication. ortransWafthese, documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMIR & ASSOCIATES, LLC is stricily prohligiteii.
Design No. U336
BXUV.U336
Fire -resistance Ratings - ANSI/UL 263
Design If System / Construction / Assembly Usage Disclaimer
Authorities Having Jurisdiction should be oonsufted m all cases as to the particular requimments covering
the Installation of the UL Coddled produces, equipment system, devices and matinials.
Authorities having Jurisdiction should be consulted before owstrudion.
File resistance assemblies and products we developed by Itur design submither and have been
Investigated by UL for complonce with applicable requiremenh; The putfished inibrinallon cannot
~ address every construction nuance encountered in In said
When fold ismeas afte. 4 Is recommended the first contact for assistance be Ithe ladvical service staff
provided by the product manufacturer noted forgo desegn. Users of fire il ans
advised ft, consult ft general GukJ* Information for each product category and each group of
assemblies. The ulde Information Includes specifics, concerning alternate materials, and alternate
methods of constructiam
Only products which bear ULs Mark am considered Canded.
BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United
States
BXUV7 - Fire Resistance Ratings - CAN/Ul_C-S101 Certified 1lbr
Canada
Design No. U336
May 08. 2018
Exposure to fire from separation Wall side only
Noribearing Wall Rating - 2 Hr (Separation Wall, See items 1, 2 and 3)
Serving Wall Rating 2 Hr (Protected Wait See *am 4.4A)
Nonbearing WWI Raft 2 Hr (Protected Wall, Sea Them 4B)
Finish Rating - 120 Min.
Indicates such products shall beer the UL or cUL Certification Mark or jurisdidions employing the UL or cUL Certification (such as
Canada), respectimly
SECTION AA
SECTION "
�84
INE
CONFIGUROkTIONA
E)WOSW'rO FIVE FROM AREA SEPARATION WALL WE ONLY
1 67`0
P.,`,; 977-
I L74;i�
1xiff
Formal i LEA I W919
0
:3
CONFKKNPATION C
EXPOSEDTO FIFIE FROM Uf�M SIDE
SEPARATION WALL: (Max Hftld - 66 It)
1. F loft or - 2 hi. wide channel shaped with I in. long logs formed from No. 25 MSG galv steell, secured
thr
u=
h.e. _��Wsfl
at 24 hi. OC.
2 - Malial aside - Steel members formed from No. 25 MSG getv steel having shaped flanges spaced 24 in. OC: overall depth
2 In. and flange width 11_319 1`1
3. Gypsum Board' . Two layers of I ki. thick gypsum board liner par". supplied in nom 24 in. wMa Varficall edges of panels
friction fitted into "H" - shaped studs.
CGC INC - Type SIX
UNITED STATES GYPSUM 00 - Type SLX
Use SORAL DRYWALL SFZ LLC - Type SLX
USO MEXICO S A DE C V - Type SLX
PROTECTED WALL: (Searing or Nonbearft Wall). When Searing, Load Restricted for Canadian Applications - See CAflds
BXUV7
4. Woods studs - Norn 2 by 4 m. max spacing 24 in. OC. studs croas braced at mkWuOgtd where necessary for clip attachrriert
Min. 34 In. separation between wood framing and fire separation well.
4A. Stlead Studs - (As an aftemate to Item 4, not shown) - For 2 Hr. Searing Wall Rating - Como"cn protected dad Axis, min. No.
20 MSG (0.0329 im. min bruse metal thickness) steel or min 3-1r2 in. wide. min No. 20 GSG (0.036 in, thick) golv stsel or No. 2D
MSG (0.033 In. Mick) prImed steK cold formed. Shall be designed In accordance with the ounot edition of ft Specification for to
Design of Cold -Formed Steel Structural Members by the American kon and Star! Institute, AN design details enhancing the
structure! kdogrity of wall assembly. Including the exist design load of the shift, shall be specified by the deal " desilliner re Kilo
producer, and shal meet the requirements of all applicable locall code agencies. The max stud spacing ofwall assemblies shall not
exceed 24 In- OC. = aftched to floor and calling tracke with 1r2 in. long type S-12 slow acres on both skies of studs, or by
welded or bolted oonnectiors de*Wrmd In accordance with the AISI speclikeflons. Top and bofton trade shelf consist oferbee
members, min No. 20 MSG (0.0326 In, min bare metal thiclawn) steel or min No. 20 GSG (0.036 in. thick) galv steel or No. 20
MSG (0.033 in. thick) primed steel, that pro action hat
such =:or celift, !?Ow offor waft. Attached to flowr and calling assemblies with steel fadervers spaoid not preatts ow 24
In. OC cmI104x1Ic stud liaming at mkHmight where necessary for dip aftedwront. Min 301 im separation
a" flaming and ares separation wait. Firnh rating has not been evelladed fordes! skids,
48. Stoal Studs - (As as aftemote to Rom 4 and 4& for use in Configuration 8 only, not shown) - For2 Fir. Nonbowkq WON
Rating - Channel shaped, fabricated from rnin 25 MSG cormelotHprolacted a", min 3 112 In. wide, min 1-1/4 in. flangas and 1/4
in. rstum� a max of24 im OC. Studs to be cut WS to 34 in. fees than OWN" height Top and boIom 1, - *M be
own" shaped fabricated from min 25 MSG comoronprolected shol. min width to accomnadde Stud stol, With min I irt long
legs, attached to floor and calling with fasteners 24 ki- OC max. Studs crovabraced with stud gaining at ff*~ where
necessary for clip attachmerit Min 314 irl. seprestion between doel framirt; aid area separation wall Finish rabing has riot be
evaklated for steel studs.
5. Gypsum Board - Classified or Unclassified - Min V2 in. thick, 4 It wide. applied afther horizontally or vertically. Gypsum board
attached to stude; with 1-114 irL long steel drywall rose 8 in. OC. Vertical Ants located rwastuds. (Opbonal) Joints, covered
with paper taps and Joint compound. Nail toads covered Willjoint comF-W
S. AftchmeW ClIps - Alumirram angle, 0.063 In. thicK 2 in. wide with 2 in. and 2-1/4 in. legs. Clips seciffed with Type S ficarse
318 In. " to"H* sluds and with Type W scraws 1-1/4 ki. long to wood framft trough holes provided In dip.
6A. Clip pl�mant (ftern 6) for separation walls up to 24 It high. Space dips a rrak of 10 It OC vertically between wood Imming and
W sfixts.
6S. CUP placement (ftwn 6) for separation waft up to 44 ft high. Space dips as described In Own GA for upper 24 fl. Remaining wall
woabob�teqt*esd4nsp.mda�5ftOCverbca#ybahwmwwdbm h and'11-ratuds
SC. Cap placement (Rom 6) for separation waft up to 66 It high. Space cips as described in Item SA for - 24 It Space dips as
described In Nam SS for nod 2D ft. below the upper 24 It. Remaining wag area below roqu,,, d4, space a flo� of 40 In. OC
vertically between wood finmung aid -W SILKIL
7. NMWBwrhV WON Partition kftmecdon - (Optional) - Two nominal 2 by 4 In. stud ornar di 2 by 6 in. stud
withtwo3m."110druillasparoodarreelflin OC vs'kWlywWfadenediD�sideoftheffk*�2bV4in."vM3in
kmi; 10d nails 2 nuar 16 in. OC. vertically. Intersection between partition wood studs to be SM with the 2 by 4 In, sluds.
The wall pailift wood studs are to be framed with a second 2 by 4 In. wood " fadwad with 3 to " 10d nab an=
16 In' OC. vertically. Mulmurn one non4maring waft parklon Intersection par stud cavity. Nonbeadrg wall pradison stud depth
shall be at a minimum equal depth of the we&
S. Cm" and SOSWW - (Opbonal) - A beat of seakent applied around On pertition patroller, aid at the Irserfixe between
wood or steel framing and gypsum board panels to create an ter banner
KNAUF INSULATION LLC - Type ECOSEEAL Plurs
* Indicates such products shelf bow the UL or cUL Certification Mark for juristlictions employing the UL cr cUL
CwWkaden (such as Canaft fespec".
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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COPYRIGHT MCD 2015: The information contained in tNs document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, orbansfer of these doajments wiftut the expressed, written a ITA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is striddy prolhibited.
a
Design No. U347
BXUV.U347
Fire -resistance Ratings - ANSI/UL 263
Design / System / Construction / Assembly Usage Disclaimer
Auftnfies HsvM Jurisdiction should be cormuked in as cases as to the particular rectuirements owerft
On irartalhallon of Me UL Corded products, equipment systism doloss and matedols.
having Jurisdiction should be cormulled lease coradniction,
-1 We deep abrWw and have been
Investigated by UL for corromice with applicable nalstimmerds The published Information cannot
~ address wary construction nuance encountered in the sold.
When sold house arise it is recommended the firat Corded for assisdance be the technical service dO
provided by On Product manalactwer noted for the design. Uses of *a resistance assemblies are
advised to comust Me general Guide Information for each product category and each group of
assemblies. The Guide Information Indudes speofflos concerning aftemate malonsh and
of 000drudion.
Only Products which bow UL:s Mark am considered Corded.
BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United
States
BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for
Canada
Sao general information for fire4esistonoe ratirgs - w*Vul 263 certified for united states design crkwW and
allowable vamtricos
sea general Information for *a Moamar ratings - Con/1.110-8101 cortified for carsda design aloft and
allowable ".to
Design No. U347
March 05.2018
Nonbearing Wall Rating .2 Hr (SEE ITEMS 5,5A AND 58)(SEPARATION WALL, SEE ITEMS 1.2 AND 3)
Bearing Wall Rating 2 Hr (Protected Wall, Sao some 5 and SA)
Nordmaring Well Rating 2 Hr (Protected Wall, Sao Awn 5A and 58)
Finish Rating - 120 Min. (Sao Am 6)
Indicates such products shall bear the UL or cUL Certification Mark Forjurkulictons employing the UL orcUL Certification (such as
Canada). respectively.
0
OONFKRPATM C
EXPOSED TO FIRE FROM EITHER SIDE
Q
- SEPARATICHVML rrEW5
f�Av� n�'*�71'*�"
A
CONIFIG111.11RATION D
EXPOSED TO FIRE FROM EITHER SIDE
CONFIGURATION E
EXPOSED TO FIRE FROM EITHER SIDE
SEPARATION WALL: (Non -bearing, max height - 66 it - see Item 6)
1. SUdIrrack -Floor, sidenvallortopwalikock Nom2m. wide channalshapedwith nom I kv longlegsformadtarn No. 25
MSG gatv a", secured with suitable Water; spaced 24 In. OC.
2. Sted Studs H` shaped stude fortned1rom No. 25 MSG gaiv at" having an overall depth d'approximately 2 in. sind lWinge
width I-W in.
3. 0 Bowd* -Ttwo layers of I in. thick gypsum wallboard Uner panels. supplied In nom 24 In. wdh& Verticaledges of
note?"
NATIONAL GYPSUM CO - Types FSW, FSW43, FVW, FSW-9
PROTECTED WALL: (Bearing or Noribearing Wall, as indicated in fams 4. 4A and 4B. When Bearing, Load Restricted for
Canadian Applications - Sao Guide BXUV7.)
4. AIrSpwcs-Mirdmurn3f44n.vjrsp@oe.
5. Wood Studs -FwBearhV or Nonbearing Wall Rating- Nom2by4 in. max, spachV24im OC. Shmiscamstraoedat
mid -height whom necassary for dip attactiment. Min 314 In. separation between wood framing and fire separation wall. Finish to"
evaluated for wood slols only
5A. Sloof Studs - (As an aftmate to Item 5. not ~) - For Bowing VbN Rating - Corrosion protected sted duds. min No
20 MSG (0.0329 in.. min bam metal thickness) deal or min 3- 1/2 In. wide. Min No. 2D GSG (0.036 In. thick) gaiv steel or No. 20
MSG (0.033 in. tick) Filmed 6166L cold formed. shall be designed In accordance with the cument edition ofthe Specification for the
I
Design of Cokl-Formed Steel Structural Members by the American I= and Shol ln�. AN design
details enhancing the structural Integrity of the "It assembly. Including the axial design load of the VAj* and be as specified by
the x" sold designer andror producer. and shelf meet the requimmients of all applicable local code agendes. The max slot
spachni; of wall weembfift shall not exceed 24 in. OC. Studs needed to floor and ceifing trade with 12 In. long Type S-12 deel
screwfs on both sides of *lots or by welded or botted corrections designed In accordance with the AJSI spedlicabons. Top and
bottom books and consist of steel members. min No 20 MSG (0.0329 in., rnin bore metal lWakma) a" or min No. 2D GSG
(0.036 In. thick) gaW steel or No. 2D MSG (0.033 In. t1lick) printed steel, ffmt provide a sound structural connection between shot
studs. aid to adjacent assemblies such as a floor, calling, andlor offer waft. Attached to floor and calling assembiles with Mad
faderters spaced not greater son 24 in. O.C_ studs crow -braced with oW framing at n~ where necessary for clip
attachment Min 3M in. separation between goal *sming and area separation wait. Finish roling has not been evalwiled for Steel
Studs.
5B ' SUM Studs - (As an afternaft lo.flame 5 and 5A, for was In configuration 8 only, not Shown) - For Nortearling Wal ROV
- Clarinet shaped. fabricated from min 25 MSG oorrosior�pncteotod a", min 3-1/2 In. wide. min 1414 in. flanges and 114 In.
often, spaced a max of 24 in. OC. Studs to be cut 308 to 3N In. less then assembly height. Top and Veda shall be channel
shoped, tabricated from min 25 MSG comossm-protected at", min width to accommodate " size, with min I in. long IW
atachad to Soor and calling with fasteners 24 in. OC max. Studs crose-braced with Stud Warning at mWitaight whom necessary for
dip aftechmard. Min 3M in. separation behosmai a" framing and arem separation wag Finish ming has not been avakahed for
Steel slwls�
S. Gypsum Based - Chiselled or UndasBifed - Min 112 in. thick, 4 R wide applied hodoortall, averk*. Viialloxad aftchad to
wood etude (Item 6) with 1414 In. long stes! drywall sorews, spaced 12 In. OC. Wallbowd allachad to doel stwis (Rom SA or 5B)
with I In. " Type S steel screws spaced 12 In. OC_ VorftW Joint$ located over . HorbDmal jokft end be is tifft to
form a dosed jokt As an optim joints covered with paper tape and load compound. An an option, some, heads covered wNh)wt
compound.
SA. Plywood Sheaffft or OSB - (not shavm) - As an alternate to ram S. Min 112 In, thick plywood or OSB applied horizordally
or vertically to wood or *" studs VorWW)wft located over shift. Horlzwdal Onto shall be bulted Itlifit tolba, a closed joint
Fastened to skids with nails or scrowe of sufficord length. spaced 12 In. OC. Jokft and lashoner tood; ans not lo be
ftatad. Almnimim dips shoe be spaced as 1 11 in Rem 7
68. Base &W SWAdwb * - (not shown) - An an aftemate to Items, 6 and 6A, glass fiber or mineral wad imahshon, min. 3.112 in.
thicK placed to completely 01 the wood or steel SW cavities. YAW Batts WW Blonkals; am used in piece of ifeme 6 and 64� to
mats height is 54 It and the akoWnum clips (Rom 7) ones be spaced a max of 5 It OC ventically. Min 3/4 In. separation between
Imsdation and sma separation wall. Sao Sales and Blankets (BKNV) category n the Building Materials, Dirockary and Batts and
Banksts (BZJZ) category in the Fke Resistance Dwectory for room of Clsomilled Compares.
SC. Wag and Perdition Facings and Accessories - - (not shovm) - as an alternate to Item 6. 6A and 6S. 4 4 wide parlek
q*kd vertically. Panels alfached to wood shols (ROM 4) with 158 in. long steel drywall scrows spaced 16 In. OC. VedloW joints
located ovsi�sftlds. Joints covered with paw tape and joint compound As an OPOW screw howds oftwed wkh)Wt compound.
NATIONAL GYPSUM CO - Type SoundBreak Gypsum Baud
PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM - Types CluletRock QR500, QuiWoeAQRr-510. QuwRock
OR,%S
SO. Gypearm BooW - As an aftemate to item 6 - Min 5/8 in. thick min. 6 in. wide batten stripe, applied on both skin of Steel
Studs (Item 2) and horizontal back to book Steel Track (Ilarm I � Min. 5/8 in. thicK min. 3 in. wide batten Ships applied on both skim
of single Steel Track (item 11) at perimeter of assembly. Batten strips secured to studs with 1-114 kt long Type S Wool some;
spaced 12 In. OC. Batten joints shelf be buffed tight to form a closed joffvL As an option, entire ~ of gypown board may be used
In fou of the bottom Clip placement as In item 7.7A, 78 ' or 7C.
NATIONAL GYPSUM CO - Type FSAIA FSW, FSW-6.
7. Aluminum Clips - Aluminum angle, 0.049 In. VkK 2 In. wide with 2 in. and 2-1/2 In. lego. Clips secured with type S
somwa 318 in. " to "H" studs and with 1-1/4 in. long scmws to wood framing or at" framing through holes provided In
dip.
7& Clip placement for Separation wofis up to 23 4 high: Spam clips a max of 10 If OC vertically between wood or steal
framorgand"l-rolmlB.
7B. Clip placement for separation wells up to 54 It high: Space clips as described in Rom 6A for upper 24 It Remakft
wait arms belownequires dos spaced a num ofStOCveftaNy betwoomwoodordwel Ron i and'Fraluds
7C. Clip placement for separation "Us up to 66 ft high: Spam dips as described in Item SA for upper 24 it a cups
as described in item 68 for middle 30 it Remening wall ama below requires dos spaced a mar of 39 in. OC vortically,
between wood or steel framing and Irr studs.
S. STC Ralling -The STC Rating ofthe wall assembly is 61 when it is constructed asciescribed by iteme I throughfi,
except
A. item 5, above -Wood Studs- Shall be 16 in. oc.
B. item 6, above - Gypsum Board -Min. weight 1.5 Pat. Stoll be applied vertically and stacledto studs with 1-1/4
in. long steel drywall screws spaced 16 In. 0C. Joints and screwheaft shall be covered with papwftpe andjoint
compound.
C. item 7. above - Aluminum Clips -spaced a max of 10 ItOC verilicafty.
D. Batts and BlankeW - The cwvftiw formed by the wood studs *hall be Motion lkwkh 3-1r2 in. thkkillbergluse
kaulation baft, min. 0.80 pof. Sao Batts and Blanks% (BKNV) category In the Building Materials Directory and Batts and
Blanks% (BZJZ) category In the Fka Resistance Directory for Name of Classified Companies,
E. Max Height ofSeparstion WWW234.
F. The STC rating applies to Configuration B only.
G. Steel Stud. (Ram SA, 5% Plywood Sheathirf; or OSB (Rem SA and Rem 9)and Batts and Slandoli[florm6B) not
evaluated as afternatives for obtaining STC failing.
SA.STCR -1 -TheSTC Rating ofthowal �mbtyis69wt�itiscor*Mx*.dmdmcnbodbyk�l#vough6.
exceptX item S. above - Wood Studs - '�'hall be 16 in. CC.
B. item 6C. above -Wall and Partition Facings and Access~ -Type QumtRockQR510 panels shall be imIded.
C. Item 7, above - Aluminum Clips- Spaced a maxof10ftOCversc*.
D. Batts and Blankets' -Ttha cWties formed by the wood studs WWI be Motion ftwilh 3-112 In. thickliberglass,
Insulation baft, min. 1.0 pol. Sea Batts and Blankets (BKNV) category in the aulding Mawr" Dimcbry, and Batts and
Slankets; (BZJZ) category In to Fn Resixtarice Directory for name of Classified Companes.
E. Max Height ofSepanstion Well 1823 It.
F. The STC rating applies to Configuration 8 only.
G. Steel Studs (Rome 5A, 5B). Plywood Sheathing or OSB (item 6A and Rom 10) ared Bails and Blardaft (Items 6B) not
evaluated as alternatives for obtalmng STC nifing.
8B.STCRoIh -The STC rating ofthe wall assembly is 70 when it is constructed ascleacribed by kons, 1 through 7,
except
A. item 5, above -Wood SWds -Shall be spaced 16 in. OC.
B. Item SC, above -Wall wid Partition Facings and Access~ -Type QuIetRockQR_525 panelBshal be Installed as
described In Item 5C.
C. Item 7, abooe-Alurninum C#pe-spaoeda maxt oflOtOCvarlically.
D. Batts and Blankets' - The cavities formed by the wood abide shall be Mctionftwkh 3-IQ I. thickfiberghoss,
insulation baft, min. 1.0 per. Sea Batts and Shmikets (BKNV) category in the Building Materials Directory and Sales and
Blankets (BVZ) category In the Fire Resistance Directory for namer of Classified Companies.
E. MutleightolSeparationWallis231t.
F. The STC rating applies to Configuradon B or*.
G. Steel Studs (Item 5A, 5ft Plywood Sheaffilng or 088 (ftem SA and item 10) and Batts and Blankets (ftems6B) not
evaluated as alternatives for obtaining STC rating.
S. Non4fearing Wall Perdition Intersection - (Optional) Wall system consisting of nominal 2 by 4 in. Stud a nonninal
2 by 6 in. stud. Maxknum one non-bearring wall petition intersection par SUM covily.
10. Ply� Sheathing or OSO - (Optionid) - Min 112 in. thick plywood or OSB applied horizontally a vortically to
"W shale on arem separation wall side of Configuration A or Configuration C. Vertical joints located over studs. Festered!
to "H" atude with senves of suffick"t length, spaced a nuadmorn of 12 in, OC.
* ImIlicales such products shaft bear the UL or cUL Confirmation Mark Ifor jurfedidloras employing so UL a cUL
Certification (such as Canada). respectively.
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COPYRIGHT MCD 2015: The information contained in thils document is copyrigitited and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLIC. Any use, duplication, ortransferofffiese documents witthout the expressed, writtilin consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
Design No. V344 0 = UL LLIC
BXUV.V344
Fire -resistance Ratings - ANSI/UL 263
Design / System / Construction / Assembly Usage Disclaimer
Awfifloritin Haft Jurisdiction W=W be consulted In all came as to the particular m*skaments Covering
the Installation ofthe ULCertified products, equipi w systern, dervion and malarlaft.
having Jurisdiction should be consulted before Construction.
the design submitter and have been
Inves0gated by UL for with applicable requirements. The published nlornallon cannot
~ address every oontruction nuance anoonaftled In the W
Viben field issues arise, it is renonvenner the W Contact for assistance be the technical service Will
by the product menuladueer� noted for line design. Users of Am i assemblies are,
to consult the general Guide Information for each product , -landeadhGoupof
Th. Guide Informatim includes speollics concerning alternate materials and
methods of construction.
Only products which beat UUs Mark am oorrakfared Cartified.
BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United
States
BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for
Canada
Sea gerwal informaborn for fire-manstance ratings - wWW 2W ceriffied for lensed OWN Claw criteria and
allowable variances,
a, general information for fire resistance ratings - canh&41 01 cardified for Canada design criteria arid
allowable vanarross
Design No. V3"
February 04.2=
Nonbearing Wall Raft - 2-1r2 Hr (Area Separation Firewall, Sea Iterms 1, Z and 3)
Bearing or Nonbearing VVall Rating 2-112 Hr (Protected! WAIL Sea items 4 and 5)
Finish Raft - (120 or 150 min, sers item 5, 5A and 5B)
Indicates such products Mal bear the Lil. or cUL Certification Mark For jurisdictions employing the UL or clit. Certification (men as
Canada). respectively
Wfts-
Exposed to Fire from Either Side
Side A Side 8
I-ItT Type G MYWA Larninabro Screws
rc,awnnn
rc,r%wwn
I-Irr Type G Drywall Lamiruding Screws
Exposed to Fire from Either Side
Exposed to Fire from Either Side
AREA SEPARATION FIREWALL - (Mm Height - 66 Ill)
1. Perforator and Intermsellaft Channels - 2 in. wide channel shaped with norn I in. long legs. formad from No. 25 MSG galv
steel. secured with suitable lasteners sps 24 In. OC.
2. SUM Studs -Framing members formed from No. 25 gaiv a" having "H'shaped Ranged! spaced 4r O.C.; overall depth 2 In.
and flangs width 14W in.
3. Gypsum Bowd* - I" pieces of W in. thick gypsum boards, supplied in nom 48 In. widths, full langth. Vertical scow of
pwwis*ktionfitbbdkftW..NW$Udk
AMERICAN GYPSUM CO -Type EKCEL
PROTECTED WALL: (Searing or Nonbearing Wall. an Indicated in Name 4 and 5. When Bearing, Load ResbkW for Canadian
Applications - See Guide BXU1V7.)
4. Wood Sluds -Searing orNonbearingWall. Nom2 by 4 In. max spacing 24 in. OC. Studs orierradwNh21n. faceparrallelor
perpendicular to gypsum board (ftem No. 3). Studs cross -braced where necessary for CUP attachment Min W in. separation beivneen
wood framing and ames separation firewall.
4A. SWW Studs - (As an aftemate to Itern 4, not shown) - For Bearing WVaII - Corrosion protected 9W studs, min No. 20 MSG
(0.0329 in.. min bam metal thickness) steel a min 3- W in. wide, min No. 20 GSG (0.036 WL VMQ gaIv steel a No. 20 MSG (0.033
in_ thick) primed steel. cold formed, shall be designed in accordance with the current edition ofthe Specification for the Design of
Cold-Formardl Steel Structural Members by the Amenown Iron and Steel Instflute. All design details anhanchil the structural Inlearly
ofthawal assembly, including the mial design load cribs sturds, shall ben specified by Uwe" stud designeranclAor prodlucer.
and shall=. requirements of all applicable local code agencles. The max stud spacing dwell assemblies 9W not noted! 24
in. OC. Studs attached to floor and calling Cracks with W in." Type S-12 steel screws on both siders ofshx1a or by wakisd or
boiled o'emadIc"s designed in acconiance with the AISI spectficatkons. Top and bottom trackashell consist ofsherel members, min
No� 2D MSG (0.0329 In., min Ine metal thickness) a" or min No. 20 GSG (0-036 in. thick) galvoleel orNo. 20 MSG (0.033 In.
thick) pd, steeL that provide a actInd structural connection between a" studs. and to I lassernblies such n a floor,
carting. ardfor other waft. Attached to floor and calling assemblies with stered fasteners; spaced rot we" than 24 a 0 C. SM&
crones4braroad with stud. Men 314 in. separation between steel Imming and sees separation well.
48. SUM Studs - (As an alternate to Same 4 and 4A) - For Nontrearing We# - Channel shaped, fabricated from Iran. 25 MSG
rrosion-protected a". min. 3-1t2 in. wide, min I-IM In. ranges and 114 in. return, spaced a mat of 24 in. OC. Studs to be cut
3/8 in. to 3/4 in. less than as�er!�t height Top and bottom tacks shall be channel shaped, fabricated Imm min 25 MSG
corromon-prolacted steel, to Cdate WA size, with min I in. long [age, attached to floor and calling with lastenem,
24 in. OC. max. Sluds cross4vaced with stud framing at mki-holght whom necessary for d1p allachavat Min W4 in. separation
between a" framing and sma separation was,
4C. Framing Menelbers' - SUM Basis - (As an alternate to Item 4.4A, and 4B) - For Nonbeering WAL
shaped studs, 3.&8 In. wide spaced a mm of 24 in. OC. Studs supplied with proprietary top and 1 1- seeks, men wkkh to
accommodate stud We, allached to ficor and ceiling with fasteners 24 In. OC mae. Sluft to be cut 394 In. Iwas than to assembly
height and Installed with a IQ in. gap bobveren it* end of to stud and back at the bottom of the wet Skids cms�tn widn "
framing at mkW*W where necessary for clip attachment. Min 314 in. separation between deal Imming and an separation well.
CALIFORNIA EXPANDED METAL PRODUCTS CO - VIPel25
CLARKDIETRICH BUILDING SYSTEMS - CD PrOTRAK
CRACO MFG INC - SmartSbx125 "
WPERIAL MANUFACTURING GROUP - VlperZ re
MARIOWARE, IXV OF WARE INDUSTRIES INC - VIpWZ re
STUDCODULDNG SYSTEMS -CROCSTUD
5. Gypenum Board - CW9sdW or Unclassified - Min 112 In. thick 4 ft wide, applied efther horizontally or vertically. Gypsum
board attached to wood stuck with 1-1/4 In. long steel drywall naft spaced 8 in. OC or I in. WV Type W comme fteW OW
SCIVAND 12 In. OC. Joints nay or may not be covered with paper tape and joint compound. V*= minknum ", - 1weightio
Inalturn 1.3bdM Finish Radingle 120 min. Wifiven minknum boardweight is 1.3 FirdshRallingis150mirL
5A. Ply Stendring or OBB - (Not Shown) - As an alternate to ftern 5. Min 142 in. Oil* plpivod orOSB
orvertically to wood "dad shmis. Verlkaljolrds located over @bids. horbwftjohft dog be buttedfightioliam a I joild.
Installed to aside with nalle, or screws ofsufflolend Iengt14 sipmed 12 In. OC. Johas and ladarrer hersdis am not mclukedlo be
treated. Finish Ratint; Is 120 min. Wrart used In addition to Sam 5 Firds! Rating is 15D mftAw
58. Batts and Bkmkft* - As an alternate to Rom 5. Gins fiber or mineral wool Insulation, min. 3-1a In. #kK pWzW to
completely fill fthe wood or steel stud carvitles. See Batts and Bumlosts (SKNV) category in the Building Malenals Directory and Balls
and Shinkets MZJZ) category in the Fire Resistance Directory, for main of Cnsifisdl Companies Min W4 In. separation between
insulation and frem separebw wall Finish Rating a 120 Creel. When used In addition to Itern 5 Finish Rating is 15D minutes
5C. Lione FIS material * - (Optional) - To be used in addition to #an* S. SA or 5B any Was A 1 1 1, " i #*UL
Classification Madong for Surface Suming Characteristics. placed to completely or parfially 9 the strained stud cavity in
accordance with the application Instructions supplied with the product Min 314 In. mixualin balwasn insulation and area
wall.
50. Rest. S~ - (Options) - To be used in addition to Iterns 5, SA ro 5B. The spray applied cellulose fiber is applied with
water to completely or partially N Me anclond stud cavity In accordance with am applicallm Instructions supplied with are product
=*r I Afternate Application Method: the fiber is applied withoutweder oradflenneata a h dry
Za. .5" with the application Instructions supplied with the procked. Min 314 In. separation beenen
insulation and net separation.
U SGREENFISERLILC - SANCTURAY. FRM. INS7M. NS745 AND INS76OLD for use, with wet ordby
.815151-D. fNS541LD, INS510UD, INS765LD AND INS773LD am to be used for dry I I ordy.
6. Aluminum Clip - Aluminum angle, min. 0.063 in. thick min 2 In. wide with min 2 in. and 2-1/4 in. lags or min. 0.050 In thicK
min. 2 in. wide with min 2 in. and 2-1/2 In. legs. Chips secured with min. No. S. 314 in. lorg pantleed sharp screws tDH'eW* and
wood framing through holes provided in dip.
23 it. Height
Clip placement (Rom 6) for separation firewalls up to 23 ft. high. Start at roof fine and a clipsamartoflOt
Limitallon
OCverficallybetwasenwoodorstselfrarM andl-l'stude
44 it. Haight
CUP placement (Sam 6) for separation firewaft up to 44 ft. high. For the upper 24 It. ofthe wall system, space
Limitation
the dips 10 It OC. end then 5 1 OC for the remainder ofthe wag below.
66 ft. Height
Clip placement (Rem 6) for separation fimmalls up to 88 ft. high: For the upper 24 It of the wall system. space the
Limitation
clips 10 IL OC. On the next 2D ft. below space the clips 5 R. OC, and then 40 In. OC for the remainder orthe wal.
7. Laminating Scmin - Gypsum boards (ftsm 3) am, secured to each other with 14f2 In. " Type G laminning screws from
both skles or wall in between the H studs. on both sides of tha wait rows spaced 24 in. OC win a maxidearn dirnarnion Of 12 in.
from the top and bottom C-channels of the assembly. On one We of the wall each now Contains 2 screws located 12 In. from each
1, of the H-dudB. On the other side of the wall each row, contain 2 scramer located 16 In. from own face of the H-skxf& Refer to
llkobvbon.
a. Non4learring Wall Paragon Intersection - (Optional) - For wood flaming - Two nominal 2 by 4 in. slud or norraral 2 by 6 in
stud nalled together with two 3in. long 10d nails spaced a max. 16 In. OC. vertically and Interred to one side of the n*ft= 2 by
4 In. shift with 3 In. long 10d nails spaced a max 16 In. OC. vertically. Intersection between partition wood studs to be flush with
the 2 by 4 in. studs. The wall partition wood sluds am to be Inerned with a second 2 by 4 In. wood stud fastened with 3 in. " 10d
nalls spaced a man' 16 In. OC. vertically. maximum on non -bearing wall padition intersection per sked ca*. Non -bearing wall
pardion shud depth shall be at a mirinknum equal to the depth of the wall.
S.Culklagandlifeslante - (Optional - Intended for use, as an air barrier -Not evaluated as Im blocking) -A bead ofsedant
applied around the partition perimetw In the 304 in. air space between wood firaming (ftem 4) and gypsum board panels (Awn 3)to
craft an air barrier.
DUPONT DIE NEMOURS, INC. - Great Stuff Gaps It Cracks, Great Stuff Pro Gaps & Cracks, Great Stuff Pro VOidow, & Door
ICP ADHESIVES & SEALANTS INC - Handi-Foam Fireblock, Handi-Foam Fireblook W&K and Fast Foam Fireblock
Indicates such pnodurclis *hall bow the UL oc cUL CorWkmdw Mark for jurisdiction$ employing the UlLcr cUL Certification
(such - Canaft respectively.
Last Updated on 2022-02-04
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COPYRIGHT MCD 2015, The information cbrittfined in INS doctifirient is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN. OF WMR & ASSOCAATES. LLC. Any use, duplication, or timsfer of ifiese documents wMKK4 the expressed, written Consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
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Irz MIN
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co�NSTALL SIM
N HATCHED
AREA
SDVVC16WO
LJ IWMIN
1-3W MAX
OVERHANG
NM
SLOPED -ROOF RAFTERS MAY BE SLOPED UP TO AND
INCLUDING A I Z12 PITCH AND MUST BE *MRDSMOUTW CUT.
zOPT. SDWC INSTALLATION RANGE
Yaw
CONFIGURATION 9
(tR STUD)
INSTALL THROUGH TOP PLATE
INTO TRUSM RAFTER. BOTH
SCREWS INSTALLED VERTICAUY
x x $___
tT INTO THE CENTER OF THE
TRUSSIRAFTER FROM THE
UNDERSIDE OF TOP PLATE. IrZ'TO
I- FROM OPPOSITE EDGES OF THE
Top PLATE.
31r*lM` 3W*IW
011104 wat.61MUPPM10
DPW" 22y,* qdfrafi%v&_
3cr w
dM�ftrftl
Ar4b Edp�no- -mlS0n0ftdFA*Awmxft
P-W
SDWC SCREW TO STUD - NARROW FACE
r.l%w
R*rT
Spk9mybeInuppwwbwPkk
-411-
Off.eY4**amtDppkWWkafarUvW�
SD=MllN.ElDWDWANMFOR
TIOPPLATESPILIM
Wn W`L EDW DWANM FM TDP KATE MM
N.T.S.
I I 3*W
ft"Tappm"
NbRadS4
SDMSTUE)-TO-TOPON)TMMPLATMCONWCTM
Wn 3nqD_T0_T0pfiKffM RATM CONNECTM
NX
kMErAL INSTALLATION
i — QUIotE TOOL
INSTALLATION
GUIDEI
C C
HAN
HANNEL
40wry"a
W64r@w*d0ldIl*Ov" I I - arlob famed,
VAbUdwaybommwA&
dwbbfmppWAV4*Sdtwwiftdm*oftw*Mwwb I 'kbaw=d
SOM INISTALLATION INSTRUCTIONS
040OFTOWM4
WMISTALIATION INUMETIOWPOIXTOWALL) to
N.T.S.
opbmal 2w
SDKV*WdSlPhb
fwk &Oe
SDINCbMID6TOLBILLRATECONNECTION
SDWC STUD -TO -SILL PLATE CONNECTION
NOTES
1. STRONSCRNE STRUCRRAL WOW SCFWM FOR 10108PAFTEK IMID-TOPLATE. AND FL0OWT0*U00R CONNECTIONS ARE
MANUFACTINIED AND TRAD� BY IWM%M STRONS-71E COMPOff @W HOW OFFICE MISS W LAS POSITIMI BLYNX.
PLEABANTM CASOM TELOM MWON10, FAX PR W-1117. MANOR STRONG-71E CO~. IW 18 AN NO SM RIMTEM
COMPANY.
2. tMOFTMM%OM=GStMLWTIOTMAPPWfALOFIMLOCALBUUMDOPMRWff.
& THEME PRODUCTS ARE PART OF THE OVERALL WIND UPUFT MM RESWING MMEM OF THE 8fRUCTURF DEMON OF THE
MADINGS MAIN WIND FORM REBlmNG MIEK NUMS THE LOAD PATH TO TROWER UPLFT FORGES FROM THE
SMIMMTOIMW&MMIMfOWONMLfrYOFTM@PBMM
4, ENGRIBERCIFfISOMIS 11-106101WYCETALSFORSPECIMCONDITIONL
• 7MCONnL-JDMSFiML=ALLMMMOI^MMMWEM TORWALLAMONOFANYSTRONGHORWESOWNSFOR
THE WIND UPLIFT F§MnW SYSTEM. IF ANY DISCREK0CIES ARE FOLM THEY MALL BE BR=W TOTHE ATIE10061 OF THE
SPOOPM FOR CLAFAWATION PIUM TO CONSTRUCTIOK ONLY COMNION HEEL MINES W A MOL 3-Ur OVER10010 CAN LNE
THESE SWAM RkMMED HEIIUTAL BEARSKk M KW USE COMMON, METAL TRAIS COMMECKNIS PER CONNSOTERSCHEDULE.
• NOTALLATMOFFfM=SKMLMDONEIMOOWOIUMMTOTHMORAVMWT�EPEFVMWMMOFMODFEDPRODLCM
ORALMMMTAUATMPf.00EOLNMAREI�ES=REIPONMJTYOFIMFRAbMNMQBEPALCONTRWFGILCOWACTEM
FOWMA7MINVERIMONSARENUrPOLLOVAML
7. STV"09-701CONNYON NMRESBW07MRWffTOCWMWOPBOFICA710NILCENOMANDAMMAVMHDUrNom
LVALffVF0RWMCH,VlGEL
ALLK%'CMlWQKMOVrlB�XFRONG4M
9. MOLEIMPLAIMOWLLNEFM�FMOETALWFDW8M
IMOMRACM VAY USE MRSION SOMICH000 SMM ONLY FOULD1004 CGIMMM710N 0) OR P) 7118 SHEET N LEU OF
090M MQk(StftffUMHLSFORCOOMCItJOktKTR�W�MJFrDOIMM)rV=WtllMbOFCFtWWOR(SM
b4FGRSPF*F.
N-T.S.
6 0
40
Z
frzo
C0
5 It=
w I I R -
z
co
6
q F.
C-
0 zT _w
C
E 8'
UJIM
X'Z
I— IL
x
0 1� 10
3xz
ae 0
0�� Oc
Mew STAR -IBM
a9CM& AS WOKATED
id DAM: 1�=M
N.T.S.
COPYRIGHT MCD 2015: The inlon. ation contained In this document is copyrighted and is On exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication. or trarrisfer of these docments without the wqxessed, written Consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
SDWC
SDVVC/F STRUCTURAL ASSEMBLY
N.T.S.
1A
F —
1W
0
r
1.a Drive the SDVVF screw vertically (90* * 2*) into the center of the upper -wall bottom plate.
I.b Once SDWF has passed through upper -wall bottom plate and floor sheathing, make
sure SDVW is still vertical (90* * 2*) prior to driving SDWF into lower -wan 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.
KTA
NOTES
1. STRONG -DRIVE STRUCTURAL WOOD SCREWS FOR TRUSSRAFTER. STUO,.TO.PLATE, AND
FLOOR-TO-FLOCIR CONNECTIONS AM MANUFACTURED AM TRADEMARKED BY "SIMPSON STRONG -TIE
COMPANY, W HOME OFFICE. SM W LAS POSITAS BLVD, PLEASANTON, CA 94SM IIEL: OM 90MM.
FAX M 847-11W. 'SINAPSON WRONG -TIE COMPAW. INW IS AN 180 MM REGISTERED COMPANY.
1 USE OF THIS PRODUCT IS SU&IECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT.
CODES* SDff IOC -ES ESRM46 & THESE PRODUCTS ARE PART OF THE OVERALL WIND UPLIFT FORCE RESISTINGI SYSTEM OF THE
o,WqDWFZ.wiran 8714,ICTURE. DESIGN OF THE BLIKM= MAIN WIND FORCE RESISTING SYSTEK NCLUDING THE LOW
TLW. IOC4ES ESIP,=0
PATH TO TRANSFER UPLIFT FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY
OF THE SPECFN9;L
4 ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS
THE CONTRACTOR SI-IALL VEFUFY ALL DIMENSIONS CONDITIONS, ETC PRIOR TO INSTALLATION OF ANY ;�o
STRONGORIVE SCREWS FOR THE WIND UPLIFT RESISTM SYSTEM. IF ANY DISCREPANCIES ARE
FOUND, THEY SMALL BE BROUGHTTO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO
CONSTRUCTION. CO- .0
O�
N 0
6. INSTALLATION OF PRODUCT SK44LL BE DONE IN CONFORMANCE TO THESE DRAVVINGEL THE
PEIl1FORMIINOE OF MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE C;
4ca,
RESPONSIBILITY OF THE SPECIFIR
7 SIMPSON STRONG -TIE COMPANY INC RESERVES THE RIGHT TO CHANGE SPECIFICATIONS DESIGNS,
AND MODELS WITHOUT NOTICE OR LABLITY FORSUICH CHANGES.
S. ALL HAIMARE CALLED OUT IS S&9`SON STRONG -TIE.
SOM A nurriberpor
-4w Laaarvidiappkinspimtoan
edumom
NoIs:S1ud%ftorjoiKI1x11 andsluKRao0connecra notshownfordeft.
TYPICAL SDWF-TUVV INSTALLATION
N.T.S.
Nolo: Sludkia-plaboonnecdons am
i;i-aw to - - I - � - � to low Pam
and am rot sham fordo*. L- LI
Studs, Post and blk
per Designer
Double SDVVF shown PV% SDVVF-TUW` *rW
WK-TWO011109=712D LOW REMWAT0011111ILWWALL
2. Sl1d1oIheTUWCprov1dsd)ovar1hoS0WF
screwhosclandoonles uslinglocalfortabass
rohmno& Odent locallor tab so that It points
Iloward the oulside of the wall.
3. Secure the TUVV to the upper -wall
bottom plate with (4) #9 x 2)�* Simpson
Strong-rie Strong -Drive SD screws
(provided).
SWVAYBE
OFFSEFFFM
mm"M
SINGUEBOTTOM
PLATESHOM
Model No
Allowable Joist 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-TLPvV-
12-1/2
14-1f2 '
1G-718
13
SDWF2724-TUW
16-1/2
il
18-1)2
14-7/8
17
SDWF2726-TUW
18-1/2
20-1r2
16-7/8
19 1
1. Joist deplh Isled band on to %- a PA a- man W
double top Was.
2.SeeL*�WffALTKls11srl11br11Y4', 11 T. and 1111"jolsidepid-
WINFA413LELUTNTALLATION&NINABLEAT DEPTH
N.T.S.
NOW Slud4ID-pial0i
are notdiown forclo*,
DoubbSDWFdo
PVb SDWF-TLW a
SDV&TLWCONCBMIM LOAD FIESMAINTATCOMER
4. Continue driving the SOVF screw unfit
the washer head contacts the threaded
TUVV tabs and bends them until they
engage the shank of the SDWF directly
under the head. Do not oveirdrivel
N-T.S.
SDWF DEc'TH GLADE
WALL
5. Check to ensure the proper engagement of the
TUVV tabs to the SDWF screw shank using the
screw depth guide (provided). The measured gap
shall be no greater than %2" and no less to %e.
x
0
0
a
z
z
SDWF-TUW
U.S. PATENT
W3 8,276,323
The Strong -Drive SDWF is sold as a kit thist
Includer.
(25) SDWF wood screws 2
(m) TUW` taka-up washers
(100) #9 x 211V Strong -Drive SD
%e hint driveir bit
Ye hex driver bit
Sam depth guide to ansurs proper SDW`F
engagement wfth TUVV
z
2
§ail
CO I 1 5-
W
a
LL
U)
all
W
a.
C
0
z 33
as
00.41- E 18
014
X.Z
xr
F- IL
0-
:imz
W-10
IC a
A 91�
2S!13�80: TH I
a'- CC
71;7 ;TA -I.Sea
1q. AS NOICATED
14DAM 12 1
SDWF
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, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is shictly prohibited.
WALL SHEATHING PER
WFI0JSD4
2. WALL FRAMING
PER PLAN OR SOLID
(2)R0W3Q14IrX3-
t PANEL SPLICE M COLUM ATPANEL
NAILS 0 3- O.C.
MAXIV SPLICENLOCATIONS
GAP
PANEL TO PANEL
BETWEEN PANELS
(I)ROV480.141rxT -
COLUMN PLIES NAILED
KNUS 0 S' O.C. EACH
PERINFONSIX
FACE OF CORNER AS
(2) ROWS 0.14Wx T
DRAWN. ALTERNATE
NAILS a S* D.C. EACH
ROWS AS REQUIRED
FACE OF CORNER AS
NOT TO CROSS NAIL
NATE
DRAWN. ALTER E
AS RE
ROWS -QUIRED
N To CR L
OT OSS NA L
NAILING PER
WALL SHEATHING WF1Q1BD4
AND HAI NG PER
PLAN
VERTICAL PANEL SPLICE DETAL ALOW WAU NOT USED
N.T.S. G
d.
0.
f,Sg& A
:NSTALL FI
v- KSTALLEC
PER WFO71
INSTALL FIELD
INSTALLED TOP PLATE (2) 0.146' x 7 Q 7 D.C.
PER WIWISD2 4. 4r PAST SPUCE
4 1— Ir EACH WAY
Ar—I . MAX
WALL SHEATHING —
SHALL RUN CONT.
FROM EACH WALL
FACE TO CORNER
MAX Iff GAP
BETWEEN SHEATHING
NOT USED
INSTALL FIELD
INSTALLED TOP PLATE
PER VVFCY71
AT CORNER
N.T.S.
WALL SHEATH NO PER
WFIGISD4
(2) ROWS 0.14WX 7
TOP PLATE NAILING 0
rL TOP t SPLICE I
C PANEL SPLICE W
NAILS 0 7 D.C.
SPLICE LOCA71ONS
[
MAX 110' GAP
PANEL TO PANEL
PER WF=/SD2
V-Cr MIN.
BETWEEN PANELS
1
DISTANCE FROM
TOP PLATE SPUCE TO
TIC SPUC
VER MAL PANEL E
(2)0.141r.3' NAILS EITHER
SIDE OF PANEL SPLICE
WALL SHEATHING
SHALL RUN CONT.
WALL SHEATH NG PER
WFI0jSD4
WALL SHEATHING
WALL SHEATH ING PER
FROM EACH WALL
SHALL RUN COfirr.
WFH'aD'
FACE TO CORNER.
(1) ROWS 0. 14rX 3'
FROM
MAX 11V GAP
NAILS 0 7 O.C. EACH
FACEIO�z—
6SO-14WXr
BETWEEN SHEATHING
FACE OF CORNER AS
MAX. lAr
"11,0 7 O.C. EACH
DRAWN. ALTERNATE
BETWEEN SHEATHING
FACE OF CORNER AS
ROWS AS REQUIRED
DRAWN. ALTERNATE
NOT TO CROSS NAL
ROM AS NEW RED
NOT TO CROSS
VERTICAL PANEL SPLICE DETAIL
VERTICAL PANEL SPLICE DETAIL (OPT.)
N.T.S.
N.T.S.
(2) 0.148' x 7 NAJLS (2)0.14r.3"NAILS -
FROM PLATE TO EACH FROM PLATE TO EACH
STUD a CORNER STUD a CORNER
FRAMING BELOW FRAMING BELOW
NOTE: SHEATHING
NOTSHOWN
N:TT�tFIETLOOP PLATE
N D
PER WPO71SD2
LW NOTE: SHEATHING
NOTSHOWH
HEADER SUBSTITUTION SCHEDULE
HEADER SPEC'D, ON PLAN
PERMITTED SUBSTITUTION
LABEL
DESCRIPTION
LABEL
DESCRIPTION
H24
(2)2.9 02 SYP
H44
33'x&g' AFP I AE SHORT
SPAN HEADER
Hbe
C4W #2 SYP
H4xS
3.".V'AFP 1.BE SHORT
SPAN HEADER
H211O
(2)2KIO#29YP
H4x10
35-W.6- AFP I ME SHORT
$PAN HEADER
WA12
(2)2x12#2SYP
3.—.r-1---T
SPAN HEADER
I- WHERE SYP #2 BUILT -Up HEADERS ARE SPECIFIED ON THE PLANS, AFP
I.SE SHORTSPAN HEADERS MAY BE SUBSTITUTED PER THE HEADER
SUBSTITUTION SCHEDULE ABOVE.
2. AFP ISE SHORTSPAN HEADERS $HALL HAVE THE FOLLOWING MINIMUM
SPECIFICATIONS: E - ISOODOD Psi, FS - 15M pd. FV - 175 psi. FC-PERP
850 POL
& APP I A SHORTSPAN HEADERS MAY NOT BE SUBSTITUTED WHERE
BUILT-UP LVL WADERS ARE SPECIFIED ON THE PLANS.
4. TO HEADER SCHEDULE AND STANDARD HEADER NOTES ON
:EFER
40TES & CON LEGENDS SHEET FOR ADDITIONAL HEADER
INFORMATIO��NECTCR
PER PLAN OR SOLID
COLUM AT PANEL
SPLICE LOCATION
(PER WPOI THIS
SHEM FRAMING
TOP PLATE SPLICE / ATTACI
SMP-ASSEMBLED PANEL NOTES:
PANELS AREPRE-ASSEMBLED" IN THE SHOP FROM
INFORMATION SPECIFIED ON PLANS SEALED BY THE
ENGINEER OF RECORD, AND ARE NOT INTENDED TO
BE AN ENGINEERED PRODUCT.
MATERIALS SIZES AND GRADES. DNAENSIONS,
CONNECTIONS, FASTENINGS, ETC. ARE ALL AS
SPECIFIED BY ENGINEER OF RECORD FOR THE
STRUCTURE
THE ONLY DEIAATIOINS FROM PLANS SEALED BY THE
ENGINEER OF RECORD ARE SHOINN ON DETAIL
SHEErVW1.
THIS INFORMATION IS SUBJECT TO REMEW AND
ACCEPTANCE BY ENGINEER OF RECORDS.
NAIL F ELD INSTALLED
TOP PLATE TO PRE
ASSEMBLED WALL
PANEL VW (2)0.141rx 3'
NAILS 0 W O.C.
(FOLLOWNAILING
REQUIREMENTS THIS
DETAIL FOR ALL TOP
PLATE SPLICE
LOCATIONS)
21 TOP PLATE PER
PLAN(TYP)
ATTACH ALL STUDS
TOP AND BOTTOM W
(3)0.14rx3-1WNA1U
(TOE OR END NAILED1
QD
0
z
z
0.
0
48
LL
z Q
F
LLJ
ig -
Z
t r LLI
—j
all
w
w
0)
IL
z
C
Z
is.1
J I.,
Or
E90
Sno
Cis
z
X z
w 0: UA o
-A (A
9L
40 46
L
4TR�. Jv
GO CHIOL cc
im H. WrAR.i@W
SCALL AS INDICATED
wpi
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, Written Consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is Strictly prohibited.
w
MIN. (3) 2. SYP 81
STLIDS REGY) 0
OF LANDING W III
0.167 X S-Ire NN
FROM (2W2 BY
HEADER TO BUIL
STUD COLUMN
STANDARD (3)2d2
SYPS2 STRINGERS V
SIMPSONA35IA34
CUP TO FLOOR
SYSTEM
I LANDING
Vi2d2SYPI12BEAM
MR) SPAN BLOCKING
PER SCHEDULE REGO
TO MATCH JONIT
0 END OF
DEPTH VW (3) 0.140' x 7
FOR STR GERS TO
TOE-NAIL5 EACH END
CONNECINTO. BEAM
TO BEAR DIRECTLY ON
77777
7; A
I
BUILT Up COLUMNS
SELOWOR
ALTERNATE HANGER
a RIG14T OF THIS
SEE I.
DETAIL
INIOTh � LARDING
A -A PLAN VIEW CD
90 DEGREE TURN LANDING
MIN.(3) 2, SYP 02 STUDS
REQV gh END OF LANDING-,-,
SEE SCHEDULE FOR VAX WOM OF LANDING
NAILS FROM (2)2d2SYPV,
HEADER TO BUILT UP
STUD COLUMN
OPTIONAL (2)2d2 SYP#2
ATTACHMENT TO
CMUILEDGER IN LIEU OF
BUILT UP COLUMN
WOOD: H 0-21HUC210-2
W(IS) 0.16r.3-ifZ NAIL'
To LEDGERISUPPORT
AND (10)0.148' x 7 NAILS
TO (2)2xl2 SYPIQ HEADER
MASONRY,
HU210-MUC210-2ff(18)
1/4'.3-11'r TAPCONS TO
CMUANV(10)0.14rxr
NAILSTOWW2SYPS2
HEADER
STANOARD(%2XI2 -
:YP#2STRINGERSW
OAPSONA34IA35
CUP TO FLOOR
SYSTEM & LANDING
FOAMING
MM11MM111.9
STANDARD (3) 2X12
STRINGERSW
SIMPSON A34 CUP TO
FLOOR SYSTEM
LINE UP 2.JOIST IN
LINE WITH MIDDLE
2X12 STRINGER To BE
LMLIZED AS BLOCKING
MIN.WSYMJOISTS
0 LANCING 0 IWO.C.
WWSIMPSONA35OR
LUS26 HANGER ON
EACH SIDE
M N. M SYP#2 JOIST (P.T. IF
ATTACHING TO MASONRY
MALL) CONT. LEDGER W (3)
oIRrx3-IrZNAILS*IS`
D.C. MAX TO EACH STUD. (2)
lArx3.lWTAPCONSQIV
D.C. MAX FOR MASONRY
WALL)
WMIN.
STAIR WINDER DETAIL
3W PLYWOOD OR OSS
SHEATHING OVER
LANDING ATTACHED
PER GENERAL FLOOR
MIN. W SYPA
CONSTRUCTION
LEDGER (P.T. I
NOTES
ATrACHING T1
MASONRY VIA
MID SPAN BLOCKING
TO MATCH JOIST
DEPTHW(3)0.WxT
TOE-NAALS EACH END
SIMPSON A35
SEE PLAN FOR
CONNECTIONS
MASONRY WkLL OR
V4000 WALL
MASONRY WAL
FRAME WALL S
202 SYP#2 SEAM PER MIN. M SYM JOIST (P.T. IF
(�
SCHEDULE RFOD 0 END OF MN.MSYMJOM
ATTACHING TO MASONRY
WALL) CONT. LEDGERW (3)
LANDING FOR STRIN GERSTO 0 LANDING 0 IWO.C.
0.16r. 3-Ir2'NAL8 Q 16' D.C.
CONNECT TO BEAM TO BEAR WISIMPSO A35OR
M
MAX TO EACH STUD. ((2)
Up
DIRECTLY ON BUILT LUS26 HAN:ER ON
COLUMNS BELOW OR
114-A34W TAPOONS 0 Is- 0. C
EACH SIDE
ALTERNATE KANGERG
MAX. FOR MASONRY WALL)
RIGHT Of THIS DETAL
A -A PLAN VIEW CD 180 DEGREE TURN LANDING
MSCHEXUFMWXWUMOFL4MW
3WO - S.B. MO. 3IN2-10
NAILS 0 7 O.0 TOP AND
A35 0 FA STIR NGER
BOTTOM
TO LANDING
FLOOR SYSTEM PER
SEE ARCHS. FOR MAX
FRAMING PLAN TYP-
ROSE OF STEPS AND
MIN. TREAD DEPTH
PLYWOOD SHEATHING
OVER LANDING
ATTACHED PER
GENERAL FLOOR
CONSTRUCTION
NOTES
BEAM 0 END OF
LANDING PER
SCHEDULE
OPTIONAL (2)2X12 SYP#2
ATTACHMENT TO CMUILEDGER
IN LIEU OF BUILT UP COLUMN
WOOD:
HLr2I0*MUC2I0-2W!(IS)
0-16r.34rZNNLSTO
LEDGEROSUPPORT AND (10)
0.14r I r NAP S TO (2)2x12
SYP#2 HEADER
MASONRY'.
HU210-211HUC210-21AFOS)
TAPOONS TO CMU
AND (10) 0.140' x r NAILS TO
12)202 SYP82 HEADER
B-B CROSS SECTION OF BEAM TO LEDGER
STRINGERS TO BE NOTCHED AT
LANDING OR Zt4 SYPS2 CLEAT
AND ATTACH To JOISTSSELOWW(2)
GI 46' x 34W NAILS a IW D.C.
(3) 0.162m x SAW TOE -NAILS
PENDING LANINNG
HEIGHT AND PLAN
LAYOUT HEADER
wrn-uH SUPPORT
WALL COULD BE
RED RED. SEE PLAN
2d2STRINGERSOME
FORUREGUIRED
ON EACH SIDE AND
HEADER Am
0 NE 0 MID -SPAN Al
SUPPORT
A INFORMATION.
AN 0 EX STRINGER
TO LANDING
2. JOIST (P.T. F
2X ATTACHED TO
STRINGER
..
(2)2.12$YP#2
ATTACHING TO MASONRY
WALL) DORT LEDGERW
PER SCHEDIN
(3) 0.167 x S�UT MALS a
OF LANDING FOR
IV D.C. MAX TO EACH
2d2 STRI ONE
SGIDEEFAND
...
STRINGERS TO
STUD ((2) IAV kS-IW
ON EACH
....
CONNECT TO. BEAM
TAPZ6Q a IV O.C.
ONEOM ID -SPAN
TO BEAR DIRECTLY ON
MAX FOR MASONRY
BUILT Up COLUMN
WALL)
BELOW.
A35 CONNECTION
WOOD OR MASONRY
WALL SEE PLAN FOR
2.0 P-T- SFF 02 ".)LET4N
FASTEN TO SLAB -
MIN. (3) 20 SYP 42
MIN. (8) IWO-Ifir EVENLY
COLUMN
2, JOIST PER
SPACED TAPCONS Q MIN.
SCHEDULE
END DISTANCE OF 1-117
2x P.T. BOTTOM PLATE
EIGHT OF I.I.M.
PER FLOOR PLAN
4s�Tol GENERAL LANDING&
\,'� STAIR FRAMING INFO
BEAMIIJOISTS REQUIREMENT AT LANDING
HEIGHT OF STARS
AT LANDING
BEAM
(12 SYP)
I a
JOISTS
(02 SYP)
MAXWOTH
OF LANDING
174r OR LESS
(2)2d2
I 2x9
NOM
1. STNR MEAD AND RIM COMMUCTON Sl� FOLLOWIME MINIMUM
CODE '"'GURIMENTSASSPECIFIED THECURRENTEDITONOFTHEM.
2. MW28YM BEAM ISREGUMEDATTHEOUTSDEFACEOFTHELMDM F40R
STRINGER ATTACHNIVITS. SM CHART FORM. SIMOFINSIDE BEAK
MMLCnKYWMTOGONER�(3)0.14r,�IWNAUAATr�.
3. CONTArT EOR FOR CONDMONS NOTCOVERM THIS DETAIL PRIOR TO
0014STRUCTICIN.
ATnrACH PP TO
2.4 92 SPF STUDS 0
STUDS W (2) 0.162'x -�IW
2" CONT. TOP PLATE
2C D.C.
FLOOR
W-kX-4 PAOUVE FLOOR
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r-
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TO SLIDE DOWN TO NOTCH FLOOR
To t�JCIST a ELOW
3-IM-NAILS04- 0..
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--4
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. 7 NAILS 0,r D.C. TO
STUDS W (2)0.18rx 3-10
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TOE -NAILS
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V
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alk,
SEE ARCH PLAN
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T
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W 02 SPF BILL PLATE
TOE -NAILS
x
x
V WIDE WEB
STIFFENER 0 4W O.0
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2x4 02 SPF STUDS 2'
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TOE -NAILS BOTTOM
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AL
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END NAILS FROM RIM
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SEE PLAN I. f�_/ + -
ADDITIONAL SEARIW
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C RACTOR TO
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TO SLIDE INTO THE
ELEVATOR SHAFT
THRU DOOR OPENING.
14 f2
PANELS I AND 2 TO BE
INSTALLED AND
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ALLOWFORPANEL3
(MICH is LONGER)TO
BE INSTALLED LAST
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EVERYTHING
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COPYRIGIHT MCD 2015: The informatiori contairod in fts document is copyrighted and is #* exclusive property of MONTA CONSULTING & DESIGN. OF WMR & ASSOCAATES, LLC. Any use, duplication, or transfer offiese documents wiltiout the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, ILLC is strictly prahbilled.
DESCRIPTION: LOT(S)90-98 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
= 16905 So. FT.
LIVING AREA
= 5469
So. FT.
ENTRY
= 281
— so. FT.
GARAGE
= 199T
SO. FT.
COVERED LANAI
= NA
—SO. FT.
PATIO
= 360
—So. FT.
POOL AREA
= NA
—SO. FT.
CONIC. DRIVE
= 1207
So. FT.
A/C & CONIC PAD
= 81
SO. FT.
SIDEWALK
= 1397
So. FT.
SIDE YARD SWALE
= NA
SO. FT.
CONSERVATION AREA
= NA
SO. FT.
LOT OCCUPIED
= 64
%
AREA TO IRRIGATE
= 36
_%
IMF I
g
ST. JOVITA STREET
(HOA) RIGHT-OF-WAY
LEGEND:
PROPOSED DRAINAGE FLOW
(00.00) PROPOSED GRADE
E-001 EXISTING GRADE
=WATER
METERS
10-UTILrTY &SIDEWALK
EASEMENT
ALL ELEVATIONS REFERENCED
TO NORTH AMERICAN
VERTICAL DATUM OF 1988
(NAVD 88)
89*43'08"E
19.00, IP)
PCP (P)
SITE PLAN
(NOT A SURVEY)
This SITE PLAN Prepared for and Certified To:
Starlight Homes
89
90 PROPOSED
RESIDENCE
PULSAR
ELEVNR,
45'-0' GARAGE LEFT
L-11 N SL= AMJbJXJJ_
PROPOSED'
RESIDENCE
91 PULSAR
ELEV BR
GARAGE -LEFT
PROPOSED
RESIDENCE
92 PULSAR
b ELEV M
GARAGE -RIGHT
LN
EX 90.0 Y+
21.6'
PATIO 4X 10'
TYP. d
19.6-
EX SIT9.96'+ 30
AIC 3'X3' A:
TYP.
PROPOSED
E
RESIDENC
93 PULSAR
ELEVAR
GARAGE -LEFT
94 S4' IP)
EX89.24'4
8
PROPOSED
u
94 RESIDENCE
PUMR 0
EL r_
GARAC
b
89*43'
vx8q.IW4
z
PROPOSED
RESIDENCE
95 PuLsAR
ELEVJ
GAPAGE-RIGHT
M., I., — 1.
-------
EX 89.15"
0
PROPOSED
RESIDENCE
96 PULSAR
ELEV KR
ILL
0
GARAGE -LEFT
�
U'Na9'43'08'WIP1
S4.48'IPI
E] 195
110
PROPOSED
z
RESIDENCE
0
97 PULSAR
co
ELEV L
0
>I.
GARAGE -RIGHT
ipl
199,
EX 88 00'
PROPOSED
9 RESIDENCE
8 PULSAR
0
ELEV 0
GARAGE -RIGHT
0�
TRACT 'B-Z'
S 00*16,'52"W IF) (HOA) OPEN SPACE &
2.50. jP) DRAINAGEAREA(P)
.......... tpu8LIC) ..... ..
.-DRAINAGEF
_,jSEA4E1V7-tp1
60.a(P)
5.0'—
LL
0
I.- LU
3:
Cr
0
ILL 4`4
0 (1,
0
SEC. 2, TWP. 26 S, RNG 21 E.
PASCO COUNTY, FLORIDA
(TYSON TOWNHOMES)
Scale: I " = 30'
NOTES: L J
PROPOSED: ------ -----------------------
MINIMUM FLOOR ELEVATIONS: LOT GRADING TYPE =N/A
LIVING AREA:93.37' PROPOSED PAD ELEVATION = 92.7'
GARAGE AREA: FRONT SET BACK - 20' PROPOSED ELEVATIONS AND GRADING
ELEVATIONS REFERENCED To SHOWN HEREON ARE TAKEN FORM THE
NORTH AMERICAN VERTICAL SIDE SETBACK= 10' ENGINEERING PLANS OF
REAR SETBACK= 15' "CLINTON CORNER SUBDIVISION*, PREPARED
DATUM OF 1988 BY BEACON CIVIL ENGINEERING PROVIDED
APPARENT FLOOD HAZARD ZONE: "X"COMMUNrrY NO. 120235
BY CLIENT
SURVEY ABBREVATIONS (MAP NUMBER 12 10 1 C-0456-F) EFFECTIVE DATE: 09/26/2014
A) - ARC LENGTH
(D) - DEED
INV = INVERT
PC - POINT OF CURVE
(RI - RECORD
LEGEND VINYLIFENCE
A/C - AIR CONDITIONER
D.E= DRAINAGE EASEMENT
LB -LICENSED BUISNESS
PCC - POINT OF COMPOUND CURVE
RING - RANGE
- CONC
AF - ALUMINUM FENCE
EL OR ELEV - ELEVATION
LE = LANDSCAPE EASEMENT
PCP = PERMANENT CONTROL POINT
RRS - RAIL ROAD SPIKE
BFIE - BASE FLOOD ELEVATION
EDP 7 !DGE OF PAVEMENT
LFE - LOWEST FLOOR ELEVATION
P/E = POOL EQUIPMENT
R/W - RIGHT OF WAY
WOOD FENCE
BM - BENCH MARK
ESM7 EASEMENT
LS = LICENSED SURVEYOR
PG - PAGE
SEC = SECTION
- ASPHALT
C = CURVE
F/C = FENCE CORNER
(M) - MEASURED
PI - POINT OF INTERSECTION
SN&D - SET NAIL AND DISK
(C) - CALCULATED
FCM = FOUND CONCRETE
MIES = MITERED END SECTION
PIK =PARKER KALON
LB#8183
CHAIN LINK FENCE
-L = CENTERLINE
MONUMENT
NCF - NO CORNER FOUND
t - PROPERTY LINE
SIR - SET 112- IRON ROD LB# 8183
- BRICK X X
CLF = CHAIN LINK FENCE
FIP - FOUND IRON PIPE
O/A = OVERALL
POB = POINT OF BEGINNING
TBM = TEMPORARY BENCH MARK
CMP - CORRUGATED METAL PIPI
FIR - FOUND IRON ROD
OHW - OVERHEAD WIREIS)
POC = POINT OF COMMENCTMENT
TOB - TOP OF BANK
COL - COLUMN
FN&D = FOUND NAIL & DISK
O.R. - OFFICIAL RECORDS
POL = POINT ON LINE
TWIP = TOWNSHIP
ALUMINUM FENCE
CONIC = CONCRETE
FOP FOUND OPEN PIPE
(P) - PLAT
PRC - POINT OF REVERSE CURVE
U.E: UTILITY EASEMENT
COVERED
CVS - CONCRETE SLAB
CST = CLEAR SIGHT TRIANGLE
FPP FOUND PINCHED PIPE
PB = PLAT BOOK
PRM - PERMANENT REFERENCE MONUMENTI
VF VINYL FENCE_
JOB#
SURVEYORS NOTES:
SURVEYOR'S CERTIFICATE
1708 Water Oak Drive SEE
1.) Current title information on the subject property had not been
This certifies that sketch of the hereon described
Tarpon Springs, Florida N
:)ate of Plan: I 1- 15-23
furnished to Initial Point Land Surveying, LLC. at the time of this
SITE PLAN
2.) This sketch was prepared without the benefit of a title search.
property was - A%, ervision and
meets the 01 *S ractice for
surveys rd of Land
IN.
Phone: (727)-831-1990
FloridaPLS7123@gmail.com
LB# 8183
DWG190-98 TSYON
TH-SITE
No instruments of record reflecting ownership, easements or
rights -of -way were furnished to the undersigned, unless otherwise
Surve n ro signE
FI '
d
File:
shown hereon.
'0 472��"_,) V13
1, 0 Hart
ey
Drawn by: CWC
ke
3.) Roads, walks, and other similar items shown hereon were take
�,,,
Statues _0 J
Checked byJH
ject to survey.
from engineering plans and are sub
4.) This SITE PLAN does not reflect nor determine ownership.
-1
te; z,_ 3.112
0..;
0
REVISIONS
5.) This SITE PLAN is subject to matters shown on the Plat of
i.nA
f TOD
1
7YSON TOWNHOMES"
Jeff M.
6.) Dimensions shown hereon are in feet and decimal portions
thereof
FLORIDA AND
<0
MAPPER NO.
_-MIA
7.) Contractor and owner are to verify all setbacks, building
dimensions, and layout shown hereon prior to any construction,
NOT VALID WITHOUT THE ORIGINAL
and immediately advise Initial Point Land Surveying, LLC. of any
SIGNATURE AND SEAL OF A FLORIDA
P11,
deviation from information shown hereon. Failure to do so will be
LICENSED SURVEYOR AND MAPPER
Initial Point Land Surveying, LLC.
Products
PlotID
Length
Product
Plies Net
Oty Fdb T
FJI
20-00-00
16'*
BCI
45OOs-1.8
2 18
MFD
FJ2
5-00-00
16"
8CI
14500s-1,8
2 18
MFD
FJ3
20-00-00
16"
BCI
60OOs-1,8
1 99
MFD
FJ4
20-00-00
16"
BCI
60OOs-
I �B
1 18
MFD
FJ5
16-00-00
16"
BCI
60OOs-1.8
1 63
MFD
FJ6
4-00-00
16"
BCI
60OOs-1.8
1 9
MFD
Rml 12-00-00 1 -1 /8" x 16" BC RIM BOARD OSB 1 92 FF
Bk1 2-00-00 16" BCI 60OOs-1.8 1 90 FF
19-08-M i
DEARIN6 HE16HT 56HEDULE
Hanger List
H1 HTU26
H2 JUS3.56/16
H3 KJS2.37116
NOTE5:
1.) REFER TO HID T 'REIOMMENIATION5 FOR
HANDLING INSTALLATION 'ND TEMPORARY DRACING.)
REFER TO ENGINEERED PRAWIN65 FOR PERMANENT
DFACING REOUIREP.
2.) ALL TRUSSES (INCLUDING TRU5SEj UNDER
VALLEY FRAMING) MUST DE COMPLETELY
PECKED OR REFER TO DETAIL V105 FOR
ALTERNATE D?ACIN6 REQUIREMENTS.
3.) ALL VALLEYS ARE TO DE CONVENTIONALLY
FRAMED DY DUILDER.
4.) ALL TRUSSES ARE DES16NED FOR 7 o.c.
MAXIMUM SPACING, LKESS OTHERWISE NOTED.
5.) ALL WALLS SHOWN ON PLACEMENT
PLAN ARE CONSIDERED TO DE LOAD
DEARING, UNLE55 OTHERWI12E NOTED.
6.) 5Y42 TRU55E5 MUST DE INSTALLED
WITH THE TOP DEING UP.
7.) ALL ROOF TRUSS RANGERS TO DE SIMPSON
KTU26 UNLE55 OTHERW15E NOTED ALL
FLOOR TRU55 HANGERS TO DE 5IMF50N
THA422 UNLESS OTHERW15E NOTED.
6.) DEAWFEAPER/LINTEL r) TO DE
FURNISHED DY DUILDE .
5HOF DRAWING AFFROVAL
T115 LAYOUT 15 THE SME SOURCE FOR FADMATION OF
TUffi AND VOIDS ALL PREVIOUS ARCHITECTURAL 09 OTHER
TUA LAYOUT5. REVIEW AND APPROVAL OF T105 LAYOUT MUST
DE RECEIVED DEFORE ANY TRUSSES WILL DE MULT. VERIFY ALL
COWITIM TO NWU AGAMT CMW5 THAT WILL RE51LT
IN EXTRA (MR6E5 TO YOU.
Kqmtd Palwary Me :
"—d br ku:
61BUilderS
6AFirstSource
Orlando
PHONE: 407-851-2100 FAX: 407-651-7111
Plant Gity
PHONE: 813-75q-5q5l FAX: 613-752-1532
Starlight Homes
EL:
Tyson TH 911.1nit A
& APPRESS:
Lot 90-98 Bldg 13
E : -
12-8-23 [mRipcyk-
Products
�EARIN6 HE16HT 56HEDULE
PlotID
Length
Product
Plies
Net QLy F5b TLJPE
FJI
20-00-00 16"-- BCI
45OOs-
1.B
2
1B
MFD
FJ2
5-00-00
16" BCI
4500s-
I.B
2
18
MFD
FJ3
20-00-00 16" BCI
60OOs-1.8
1
99
MFD
FJ4
20-00-00 16" BCI
60OOs-
I �B
1
18
MFD
FJ5
16-00-00 16" BCI
60OOs-
I.B
1
63
MFD
FJ6
4-00-00
16" BCI
60OOs-1.8
1
9
MFD
FJ7
4-00-00
16" BCI
60OOs-1.8
1
9
MFD
Rml
12-00-00 1-1/8" x
16" BC
RIM BOARD OSB
1
92
FF
Bkl
2-00-00
16" BCI
60OOs-
LB
1
90
FF
HarKw List
H1 HTU26
H2 IUS3.56/1 6
H3 ILIS2 . 37/16
NOTE5:
1.) REFER TO HID qI (RECOMMENDATIONS, FOR
HANPLINS INSTALLATION AND TEMPORARY DRACING.)
REFER TO EN61NEERED DRAWIN(A FOR PERMANENT
DRAGIN6 REOUIREP.
2.) ALL TRUI%E5 (INCLUPIN6 TRU55E5 UNDER
VALLEY FRAMINI MLr5T DE COMPLETELY
PEUEP 09 REFU TO PETAIL V105 FOR
5-H 10-0-0
19-08-W
19-06-00
r
i
r— r
3.) ALL ALLEY12 ARE TO DE CONVENTIONALLY
2-10-88
24
&
4.) ALL TRUSSES ARE DESIGNED FOR 7 0.r.
CIF
MAXIMLN 5FACING, UNLE' 55 OTHERW15E NOTEP.
5.) ALL WALL5 SHOWN ON PLACEMENT
PLAN ARE CON51DERED TO DE LOAD
DEARIN6. UNLE55 OTHERW15E NOTED.
6.) 5Y42 TRU55E5 WhT DE 11,15TALLED
WITH THE TOP DEING UP.
7.) ALL ROOF TRLF25 HANGER5 TO DE 5IMP50N
RTU26 UNLE55 OTHERW15E NOTED. ALL
FLOOR TM5 HAN6ERj TO DE SIMF50N
TRA422 UNLE55 OTHERW15E NOTED.
1
j
_ E.5
J5
6.) DEAWHEADERILINTEL (HDR) TO DE
FURNISHED DY DUILPER.
C7HOF DRAWING AFFROVAL
TF15 LAYOUT 15 THE 5aE SOURCE FOR FADRICATION OF
TRUSSES AW VOIDS ALL REMUS ARCHITECTUM OR OTHER
TRUSS LAYOUTS. REVIEW ANP APPROVAL OF Te LAYOUT MT
DE RECEIVED DEFORE ANY TRUSSES WILL DE CULT. VERIFY ALL
GONPITION5 TO INSURE AGAINST CHAW5 THAT WILL REIALT
1, \4-TT--
IN EXTRA GMRGE5 TO YOU.
184mod pokyory pasc
CIF
-
CIA
Alf-W �r.
19-B&O
19-08-00
19-06�8
19- AN
19-08-00
q
19-e�
Builders
179-M-0
60AFirstSource
Orlando
PHONE: 407-851-2100 FAX: 407-851-7111
plant City
PHONE: 813-75q-5q5l FAX: 813-752-1532
Starlight Homes
IRL:
Tyson TH 9Unft A
Lot 90 98 Bldg 13 15 ALE!"": Wc,
12-8-23 1 Rick