HomeMy WebLinkAboutPLANS - 05-00295 - Design Intelligence - New BuildingD �
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PROJECT DATA
I. GOVERNING BUILDING CODE: 2003 15C
2, OCCUPANCY AND GROUF: 5
3, TYPE OF CONSTRUCTION: TYP V - 53
4. LOCATION ON PROPERTY:
EXTERIOR WALLS: NON -RATED
EXTERIOR OPENINGS: NON -RATED
5. OCCUPANCY SEPARATION : NOT REQUIRED
SPRINKLED: NO
NUMBER OF STORIES: 1.0 WITH PARTIAL BASEMENT
6, FIRE RESISTIVE REQUIREMENTS:
SEE ARCHITECTURAL DWGS
DESIGN NOTES
GROUND SNOW LOAD - 50 PSF
FLAT ROOF SNOW LOAD - 35 FSF
SNOW LOAD IMPORTANC FACTOR - 1,0
SNOW E X POSURE FACTOR - 0.9
THERMAL FACTOR - 1.0
WIND - 90 MPH H (3 SEC GUST) EXP 5
WIND IMPORTANCE FACTOR - 1.0
WIND EXPOSURE - 5 (SOUTHWEST)
WIND INTERIOR PRESSURE GOEF - 0.3
SEISI" IIC USE GROUP - GROUP I
SEISMIC CATEGORY - CLASSIFICATION D1
FLOOR LIVE LOAD - 50 F&F + 20 f=6F Rr4RTITION
FLOOR DEAD LOAD - 15 P5F
CONTACTOR S RES'= ONSiBIL�TY
T IS THE CONTRACTOR'S RESPONSiBiL TY TO REVIEUJ ALL ASPECTS OF THESE DRAWINGS,
AR CHITECT'RAL AND STRUCTURAL, PRIOR TO CONSTRUCTION, AN- CONFLICTS SHALL BE
REPORTED' TO THE ENGINEER FOR CORRECTION. CHANGES MAY" BE PROPOSED BY TF-{E
CONTRAC''OR fF HE FEELS THE C; -+ANGE 'S IN THE BEST INTEREST OF TAE OWNER. CHANGES
SHALL BE = ORWARDED TO THE ENGINEER IN WRITING FOR APPROVAL PRIOR TO CONSTRUCTION.
THIS DRALUiNG {S FOR TH1S
!
CC . AND CUSTOMER
ONLY AND !S NOT TO BE
REUSED iN ANY` MANNER
WITHOUT THE WRITTEN CONSENT
OF DESi%zN INTELLIGENCE,LLC.
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8" VERTICAL
.U000 SIDING
JRED STONE
AINSCOT
ED GRADE
FRONt ELEV,4TION
1/4" a V-0"
LEFt ELEVATION
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CONTACTORS RESPONSIBILITY
IT 15 THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL ASPECTS OF THESE [)R,4LJIN
ARC+-ITECTLIRAL AND STRUCTURAL, PRIOR TO CONSTRUCTION. ANY CONFLICTS SHALL BE
REPORTED TO THE ENGINEER FOR CORRECTION. CHANGES MAY BE PROPOSE[) BY THE
CONTRACTOR IP HE PEELS THE CHANGE 15 IN THE BEST INTEREST OF THE OWNER. CHANGES
SHALL BE FORWARDED TO THE ENGINEER IN WRITING FOR APPROVAL PRIOR TO CONSTRUCTION.
REAR ELEVATION__
1/4 I[-oil
4468
p
TH15 DRAWING 18 FOR THIS
LOCATION AND CUSTOMER
ONL Y AND 15 NOT TO BE
REUSED IN ANY MANNER
WITHOUT THE WRITTEN CONSENT
OF DESIGN INTEI LIGENCE.LLC.
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SEE SHEET A4 FOR ADA
FIXTURE INSTALLATION
DETAILS AND WALL SECTIONS
PROVIDE "ON- DEMAND" WAT
HEATERS IN RESTROOMS AND
BREAK AREA
SEE BASEMENT PLAN SHEET A3
FOR LOCATION OF HVAC UNITS
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NOTES
1, PROVIDE ELECTRICAL, TELEPHONE
AND NETWORK - WALL JACK
2, VENT BLUE PRINT MACHINE TO OUTSIDE
AND PROVIDE 50 CFM CEILING FAN
ABOVE,
3, 90X84 WORK SPACE
4, OPEN SHELVING TO CEILING
5, PIDGcEON HOLE STORAGE FOR PLANS
24" DEEP,
(o. EMERGENCY EXIT DOOR WITH L IGHTED
SIGN AND PANIC BAR AND WITH ALARM,
1, TILE FLOOR COVERING IN THIS AREA,
S, S FT, TALL PLEXI- GLASS WALLS WITH
PLEXI -GLASS LID
9, 4X4 ROUGH WOOD POST - TYP
10, FLOOR DRAIN
11, INDUSTRIAL TILE FLOORING
12, PROVIDE INDUSTRIAL CARPET IN ALL AREAS
13, PROVIDE 3ro" T -111 WAINSCOT TO MATCH EXTERIC
IN RECEPTION AREA,
14, ALL WALLS SHEET ROCKED AND PAINTED UNLE�
NOTED OTHERWISE. PAINT COLOR AND TYPE Tc
BE APPROVED BY OWNER,
15. EXTERIOR WOOD SIDING TO BE T -111 WITH CLEAR
COAT SEALER. ALL OTHER EXTERIOR WOOD S�
RECEIVE CLEAR COAT SEALER,
16, EXTERIOR ROCK WAINTCOT SHALL RECEIVE CLE
COAT SEALER.
11, ALL INTERIOR DOORS SHALL HAVE LEVER TYPE
CONTACTOR '5 RESPONSIBILITY
T IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL ASPECTS OF THESE DRAWINGS,
ARCHITECTURAL AND STRUCTURAL, PRIOR TO CONSTRUCTION. ANY CONFLICTS SHALL BE
REPCRTED TO THE ENGINEER FOR CORRECTION. CHANGES MAY BE PROPOSED BY THE
CONTRACTOR 1F HE FEELS THE CHANGE IS IN THE BEST INTEREST OF THE OWNER. CHANGES
SHALL BE FORWARDED TO THE ENGINEER IN WRITING FOR APPROVAL PRIOR TO CONSTRUCTION,
MAIN FLOOR PLAN
1/4" = 1' -O
OFFICE SPACE = 3,414 SQ, FT,
THIS DRAWING 13 FOR THIS
LOCATION AND CUSTOMER
ONLY AND IS NOT TO SE
REUSED IN ANY MANNER
WITHOUT TIME WRITTEN CONSENT
OF DESIGN INTELLIGENCE.LLC.
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SEE SHEET A4 FOR ADA
FIXTURE INSTALLATION
DETAILS AND WALL SECTIONS
PROVIDE "ON- DEMAND" WAT
HEATERS IN RESTROOMS AND
BREAK AREA
SEE BASEMENT PLAN SHEET A3
FOR LOCATION OF HVAC UNITS
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NOTES
1, PROVIDE ELECTRICAL, TELEPHONE
AND NETWORK - WALL JACK
2, VENT BLUE PRINT MACHINE TO OUTSIDE
AND PROVIDE 50 CFM CEILING FAN
ABOVE,
3, 90X84 WORK SPACE
4, OPEN SHELVING TO CEILING
5, PIDGcEON HOLE STORAGE FOR PLANS
24" DEEP,
(o. EMERGENCY EXIT DOOR WITH L IGHTED
SIGN AND PANIC BAR AND WITH ALARM,
1, TILE FLOOR COVERING IN THIS AREA,
S, S FT, TALL PLEXI- GLASS WALLS WITH
PLEXI -GLASS LID
9, 4X4 ROUGH WOOD POST - TYP
10, FLOOR DRAIN
11, INDUSTRIAL TILE FLOORING
12, PROVIDE INDUSTRIAL CARPET IN ALL AREAS
13, PROVIDE 3ro" T -111 WAINSCOT TO MATCH EXTERIC
IN RECEPTION AREA,
14, ALL WALLS SHEET ROCKED AND PAINTED UNLE�
NOTED OTHERWISE. PAINT COLOR AND TYPE Tc
BE APPROVED BY OWNER,
15. EXTERIOR WOOD SIDING TO BE T -111 WITH CLEAR
COAT SEALER. ALL OTHER EXTERIOR WOOD S�
RECEIVE CLEAR COAT SEALER,
16, EXTERIOR ROCK WAINTCOT SHALL RECEIVE CLE
COAT SEALER.
11, ALL INTERIOR DOORS SHALL HAVE LEVER TYPE
CONTACTOR '5 RESPONSIBILITY
T IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL ASPECTS OF THESE DRAWINGS,
ARCHITECTURAL AND STRUCTURAL, PRIOR TO CONSTRUCTION. ANY CONFLICTS SHALL BE
REPCRTED TO THE ENGINEER FOR CORRECTION. CHANGES MAY BE PROPOSED BY THE
CONTRACTOR 1F HE FEELS THE CHANGE IS IN THE BEST INTEREST OF THE OWNER. CHANGES
SHALL BE FORWARDED TO THE ENGINEER IN WRITING FOR APPROVAL PRIOR TO CONSTRUCTION,
MAIN FLOOR PLAN
1/4" = 1' -O
OFFICE SPACE = 3,414 SQ, FT,
THIS DRAWING 13 FOR THIS
LOCATION AND CUSTOMER
ONLY AND IS NOT TO SE
REUSED IN ANY MANNER
WITHOUT TIME WRITTEN CONSENT
OF DESIGN INTELLIGENCE.LLC.
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APPROX. ROOF HEIGHT
12
5
TOP OF MAIN FLOOR WALLS
77 1 77 .
STORAGE
Qj HVAC, UNIT
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NVAC UNIT IN CRAWL SPACE
s
STORAGE
Ilk
3 -loll 4'-4"
la l -a ll
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2.3'-43"
1/4 = V-o il
CONTACTORS RESPONSIBILITY
1 15 THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL ASPECTS OF THESE DRAWINGS,
ARCHITECTURAL AND STRUCTURAL, PRIOR TO CONSTRUCTION. ANY CONFLICTS SHALL BE
REPORTED TO THE ENGINEER FOR CORRECTION, CHANGES MAY BE PROPOSED 15Y THE
CONTRACTOR IF HE FEELS THE CHANGE 15 IN THE BEST INTEREST OF THE OWNER. CHANGES
SHALL BE FORWARDED TO THE ENGINEER IN WRITING FOR APPROVAL PRIOR TO CONSTRUCTION,
ZED TRUSSES
INSULATED
ROOF MIN R38
(TYPICAL)
ap
MAIN FINISHED FLOOR
z — TOP OF STEM WALL
%0 FINISHED GRADE
BOTTOM OF FOOTING
BASEMENT FINISHED FLOOR
BOTTOM OF FOOTING
1/4 a i t -o ll
THIS DRAWING 15 FOR THIS
LOCATION AND CUSTOMER
ONLY AND 16 NOT TO BE
REUSED IN ANY MANNER
WITHOUT THE WRITTEN CONSENT
OF DESIGN INTELLIGENCE.LI-C.
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ADDRESS: 1031 E ICKSON DRIVE
SITE PLAN
ZONE - CBC
SETBACKS - FRONT = 20 FT
SIDES = 0 FT
LOT COVERAGE = 500
MAXIMUM BUILDING HEIGHT = 45 FT,
BUILDING
i STORIES WITH PARTIAL BASEMENT = 34 SF
CONSTRUCTION - TYPE V -B
NO FIRE SPRINKLER SYSTEM
4, SETBACKS REQUIRED:
FRONT - 20 FT
SIDES - 0 FT MIN
REAR - 0 FT
PARKING:
STREET ROW: 20 FT
ADJOINING PROPERTY LINE: 0 FT
FRONT OF BLDG-. 5 FT
TOTAL AREA : 0,4304 ACRES = 187506F
ASPHALT 4 BUILDING = 14422 SF = 77%
LANDSCAPING = 4328 SF = 2390
WATER RETENSION - NOT REQ (STORM SEWER)
PARKING
3 PER 1000 SF = 11 P,4RKING SPACES
(18) 9' x 18 PARKING SPACES PROVIDED,
-t
1 = 10'
ICKSON DRIVE
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MATER, SANITAR*r SEWER
AND STORM SEWER
PROVIDED IN ERICKSON DRIVE
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- 9 - -- ACCESS TO SIDEWALK
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BUILDING - FIN, FL 101,12'
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3414 SF
SLOPE 29'0
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CONSTRUCTION NOTES:
1" SERVICE WATER LINE - CLASS 51 DUCTILE IRON.
2, (o" SEWER LINE - ABS
3, ALL CONSTRUCTION TO COMPLY WITH REXBURG CITI' STANDARDS,
4, APPROACHES SHALL BE 6'' THICK AND REINFORCED PER REXBURG CITI' STD,
5. REINFORGE CURB AND GUTTER AT APPROACHES AS REQ'D BY REXBURG CITY STDS,
(o. ALL PAVED AREAS SHALL BE SLOPED 2% FOR DRAINAGE,
CCNTAGTCR'S REST= CNS!B!LITY
I 15 THE GCNT1- RE5PON5I51LITY TO REVIEW ALL ASPECTS OF THESE DRAWINGS,
ARCHITECTURAL AND STRUCTURAL, PRIOR TO CONSTRUCTION, AN'' CONFLICTS SHALL BE
REPORTED TC THE ENGINEER FOR CORRECTION, CHANGES `"AY BE PROPOSED BY THE
CONTRACTOR (F HE FEEL5 THE CHANGE 15 IN THE BEST INTEREST OF THE OWNER. CHANGE5
SHALL BE FORWARDED TO THE ENGINEER IN WRITING FOR APPROVAL PRfCR TC CONSTRUCTION,
SITS PLAN
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5 DRAWING ;FOR "HIS
I-CC,ATiON AND CU5'C "ER
ON-' AND 5 NOT TO BE
RE,J6E- N ANT " ANNER
.I'ITHOUT THE WRITTEN GON5` =N
CF DESIGN !NTEi_L!GENCE,L-G.
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CONSTRUCTION NOTES
1. PROVIDE ELECTRICAL, TELPHONE
AND NETWORK IN WALL JACK
3, SOFTWALL PANEL WORK SPACE
Co. EMERGENCY EXIT DOOR WITH LIGHTED
SIGN (BATTERY BACKUP)
BASEMENT STORAGE
PROVIDE FLOURESCENT LIGHTING SUFFICIENT
TO PROVIDE OFFICE LEVEL LIGHTING.
TELEPHONE SYSTEM NOTES
1, PROVIDE (3) LINE TELEPHONE SYSTEM
WITH INTERCOM,
TELEPHONE
PANEL
ELECTRICAL
PANEL
2,
3.
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NOTES TO ELECTRICAL CONTRACTOR
10, ELECTRICAL CONTRACTOR SHALL COORDINATE WITH
HVAC CONTRACTOR TO PROVIDE WIRING TO THERMOSTATS
AND PROVIDE OTHER POWER REQUIREMENTS.
11, SHALL COORDINATE WITH TELEPHONE AND COMPUTER NETWORK
CONTRACTOR TO PROVIDE ANY REQUIRED CONDUIT.
12. ELECTRICAL CONTRATOR SHALL PROVIDE THE LIGHTING ANALYSIS
REQUIRED BY THE ENERGY CODE FOR SUBMISSION TO THE CITY,
IT 15 THE CONTRACTOR'S RESPONSIBILITY \
TO CONNECT REQUIRED AMOUNT OF LIGHTS
TO EMERGENCY CIRCUITS AND TO PROVIDE - -__ - --
MINIMUM i FOOT CANDLE EMERGENCY LIGHTING
IN ACCORDANCE WITH THE LIFE SAFETY CODE.
EMERGENCY LIGHTS TO BE CONNECTED TO
EMERGENCY CIRCUITS.
HEATING AND COOLING SHALL CONFORM TO
"ASHRAE" GUIDE INDOOR A/C DESIGN. TEMPERATURE
SHALL BE 12 DEGREES FOR BOTH HEATING AND
COOLING,
ANY DESCREPANC I ES BETWEEN PLANS AND ACTUAL
CONDITIONS SHALL BE REPORTED TO ENGINEER FOR
RESOLUTION.
NEW INSTALLATION SHALL COMPLY WITH NEC LATEST
EDITION,
FLOURE5CENT LIGHT FIXTURES SHALL BE FUSED PER
LOCAL CODE,
EXIT SIGN FACE COLOR SHALL MEET LOCAL CODE,
ALL ELECTRICAL EQUIPMENT SHALL MEET LOCAL CODE,
REQUIREMENTS NOTED ON THESE DRAWINGS MAY BE
MODIFIED AS NECESSARY TO MEET STATE AND LOCAL
CODES,
CONTACTORS RESPONSIBILITY
IT IS THE C0NTRACTOR'5 RESPONSIBILITY TO REVIEW ALL ASPECTS OF TI -+ESE DRAWINGS,
ARCHITECTURAL AND STRUCTURAL, PRIOR TO CONSTRUCTION, ANY CONFLICTS SHALL BE
REPORTED TO THE ENGINEER FOR CORRECTION. CHANGES MAY BE PROPOSED BY THE
CONTRACTOR 1F HE FEELS THE CHANGE 15 IN THE BEST INTEREST OF THE OWNER. CHANGES
SHALL BE FORWARDED TO THE ENGINEER IN WRITING FOR APPROVAL PRIOR TO CONSTRUCTION.
41 11
11 11
4 1
11 11
11 11
11 .1
11 11
11 11
MAIN FLOOR ELECT IC L
1/4" = 1' -O"
THIS BASIC ELECTRICAL PLAN IS
INTENDED TO REPRESENT THE
OWNERS INTENT AND DOES NOT
REPRESENT AN ENGINEERED SYSTEM.
ALL FEATURES SI -1,4LL SE VERIFIED
UJITI -I THE OWNER.
PROVIDE ELECTRICAL OUTLETS ALONG ALL
FRAMED WALLS
SWITCH AT DOOR AT BOTTOM OF STAIRS,
NO TES TO MECHAN CONTRACTOR
1, THIS IS A DESIGN /BUILD CONTRACT, IT 15
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THE CONTRACTOR'S RESPONSIBLITY TO
DETERMINE HEATING AND COOLING LOADS
AND THE MOST COST EFFICIENT SYSTEM,
2, THE CONTRACTOR SHALL PROVIDE ALL
MATERIALS AND WORK REQUIRED TO
HAVE A COMPLETE WORKING SYSTEM.
ADJUSTMENTS TO THE SYSTEM AFTER START
UP SHALL BE PROVIDED AT NO ADDITIONAL
COST TO THE OWNER FOR ONE YEAR.
3, DUCTING SHALL BE RUN IN THE FLOOR BETWEEN
JOISTS, SERVER ROOM SHALL HAVE A REGISTER
IN THE FLOOR TO PROVIDE COO IN THE SUMMER,
4, HEATING AND COOLING UNITS SHALL BE ON EACH
SIDE OF THE BUILDING WITH SEPARATE THERMOSTATS.
S. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY
WITH ALL LOCAL AND STATE CODES AND REQUIREMENTS
GOVERNING THIS PORTION OF THE WORK.
ro, IT IS EXPECTED THAT THE MECHANICAL GONTRACTOR
SHALL COODINATE HIS WORK WITH THE OTHER CRAFTS
AND WITH THE OWNER.
- 1. ALL PLUMBING AND FIXTURES ARE ALSO A PART OF
THIS CONTRACT.
8, INSTALLATION AND FIXTURES SHALL MEET THE
REQUIREMENTS OF ICC ANSI A11*7 CURRENT EDITION,
SEE SHEET A4 FOR FIXTURE INSTALLATION DETAILS.
<J, AFTER THE CONTRACT IS AWARDED THE CONTRACTOR
SHALL PROVIDE THE MECHANICAL ANALYSIS REQUIRED
BY THE 2003 INTERNATIONAL ENERGY CODE TO THE
ENGINEER FOR SUBMISSION TO THE CITY.
TH15 DRAWING IS FOR THIS
LOCATION AND CUSTOMER
ONLY AND 15 NOT TO BE
REUSED IN ANY MANNER
WITHOUT TH WRITTEN CONSENT
OF DESIGN INTELLIGENCE.LLC.
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82' -8"
24' -O"
58' -8"
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ON UNDISTURBED SOIL OR 12" OF
I ; ; COMPACTED FILL. REINFORCE '
WITH FIBREMESN, PLACE CONST
OR CONTRACTION JOINTS 25' / ---- - PROVIDE BLOCKOUT ;
MAX EACH WAY. ' FOR HVAC DUCTING
' AS REQUIRED BY
CRAWL SPACE WITH 6 MIL
MECH. CONTRACTOR
EEN MOISTURE BARRIER
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COMPACTED FILL. REINFORCE
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! 12" SONG TUBE PEDESTAL
REINFORCE WITH (4) 0 4 EQUALLY
1 SPACED AROUND THE PERIMETER - - -
�" WITH 0 3 TIES SPACED 3" FROM THE (0 5 /
TOP, 3" FROM THE BOTTOM AND
12" O.C. MAX BETWEEN. VERTICAL
BARS SHALL HAVE A 9" STANDARD
HOOK AT THE FTG END. SEE DETAIL
' SHEET FOR POST CONNECTION. (TYPICAL,/
I
5 -2i4 18 -
I
-- -- -- - ---- ... - - - -- - -- * - -- - - -- - - - - -- - -8 5 -2 4 "
82' -8"
FOUNDATION PLAN
1/4" = I
CONTACTOR'S RESPONSIBILITY
IT !S THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL ASPECTS OF THESE DRAWINGS,
ARCHITECTURAL AND STRUCTURAL, PRIOR TO CONSTRUCTION. ANY CONFLICTS SHALL BE
REPORTED TO THE ENGINEER FOR CORRECTION. CHANGES MAY BE PROPOSED BY THE
CONTRACTOR IF HE FEELS THE CHANGE 15 IN THE BEST INTEREST OF THE OWNER, CHANGES
SHALL BE FORWARDED TO THE ENGINEER IN WRITING FOR APPROVAL PRIOR TO CONSTRUCTION.
FOOTING SCHEDULE
F1 - 20x10 CONT FTG WITH (2) *4 CONT,
F2 - 1rox8 CONT FTG WITH (2) 0 4 CONT,
F3 - 3Ox3Ox12 FTG WITH (4) *4 EACH WAY
F4 - 48x48x12 FTG WITH (6) *4 EACH WAY
FOUNDATION NOTES
1, SEE SHEET SO FOR ADDITIONAL GENERAL NOTES.
2, BOTTOM OF FOOTING SHALL BE BELOW LOCAL
FROST LINE.
3, CONTRACTOR SHALL PROVIDE CRAWL SPACE
VENTILATION, MIN 1 SQ FT VENTILATION FOR EACH
150 SQ FT OF CRAWL SPACE AREA, PROVIDE VENTS
WITHIN 3 FEET OF CORNERS AND SPACED EQUALLY
BETWEEN CORNERS.
4, MIN 18" x 24" CRAWL SPACE ACCESS,
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BLOCKOUTS
,
CONTRACTOR SHALL VERIFY ALL WINDOW
AND DOOR ROUGH OPENING SIZES BEFORE
FORMING BLOCKOUTS. SEE ARCHITECTURAL1.1 -
DRAWINGS FOR ALL WINDOW AND DOOR
SIZES AND LOCATIONS,
THIS DRAWING 15 FOR THIS
LOCATION AND CUSTOMER
ONLY AND IS NOT TO BE
REUSED IN ANY MANNER
WITHOUT THE WRITTEN CONSENT
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CONTACTORS RE5
I IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL ASPECTS OF THESE DRAWINGS,
G 5
ARCHITECTURAL ` AND STRUCTURAL, PRIOR TO CONSTRUCTION. ANY CONFLICTS SHALL BE
REPORTED TO THE ENGINEER FOR CORRECTION. CHANGES MAY BE PROPOSED BY THE
CONTRACTOR IF HE FEELS THE CHANGE 15 IN THE BEST INTEREST OF THE OWNER. CHANGES
SHALL BE FORWARDED TO THE ENGINEER IN WRITING FOR APPROVAL PRIOR TO CONSTRUCTION.
PROVIDE 11 1/8" TJI 210 FLOOR JOISTS
SPACED AT I(o" O.G. ALL AREAS
r r %_-, y 1L/F-
CULTURED STONE ON ALL
SIDES EXCEPT REAR. SEE'
DETAIL ON SHEET 51
0 0
M IN FLOOR FRAMINCx
1/4 11 2 11 -011
2'-.011 PROVIDE RAIN GUTTER AND
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NOTES
1, INSTALL TRUSSES PER MANUFACTURER'S
RECOMMENDATIONS INCLUDING ALL
BRIDGING AND BRACING,
2, PROVIDE SIMPSON H1 OR EQUAL AT BRG
ENDS OF EACH TRUSS,
3, BEARING WALL HEADERS SHALL BE (2) DF 2X10
UNLESS NOTED OTHERWISE.
4. ALL ROOF OVERHANGS SHALL BE 2' -0" UNO,
TIMBER TRUSS
SEE DETAIL
THIS SHEET
ROOF f= MING
1/4" = 1' - 0 "
ROOF VENTILATION
PROVIDE ROOF VENTILATION
1 SF FOR EVERY 300 SF OF
ATTIC SPACE, 1/2 HIGH AND
1/2 LOW:
BF—AM SCHEDULE
W51 - 6.15x19.5 GL5 (24F
W52 - (2) 1,15x11,815 LVL
W53 - DF 0 1 2X12 0 24" O.C.
W54 - 5.125x13.5 GLB (24F -V4)
W55 - 5.125x 12 GcL5 (24F-V4)
W56 - (2) DF 0 1 2X10 - BOX BEAM
WB'1 - (2) DF *1 2X10 - BOX BEAM
WBS - (3) 1,15X9.25 LVL - BOX BEAM
WBc - (3) 1.15X9.25 LVL
WB10 - (2) DF 0 1 2X10 - WINDOW HEADERS
PROVIDE RAIN GUTTER AND
DOWN SPOUT, EXTEND 5 FEET
EACH SIDE OF DOOR
'FRAMING NOT CALLED OUT
ON BEAM SCHEDULE SHALL
BE 2x6 DF *1
MIN 6" BRG
FOR WBB ON - - - �
POST \
6X6 POST WRAPPED - - ---�
DAR TO 10" SQUARE
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ALL MEMBERS CU 1,15xc3,5 LVL
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BOXED MEMBERS. ATTACH TO FACE
OF BAY,
12" FACIA WITH
5" STANDOUT
TYPICAL ENTIRE
BUILDING
DECO TRUSS OV FRONT BAY WINDO
ST
CONTACTOR 'S RESF'ONSlBILITY
IT 'S THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL ASPECTS OF THESE DRAWINGS,
ARCHITECTURAL AND STRUCTURAL, PRIOR TO CONSTRUCTION. ANY CONFLICTS SHALL BE
REPORTED TO THE ENGINEER FOR CORRECTION. CHANGES MAY BE PROPOSED BY THE
CONTRACTOR IF HE FEELS THE CHANGE IS IN THE BEST INTEREST OF TTHE OWNER. CHANGES
SHALL BE FORWARDED TO THE ENGINEER IN WRITING FOR APPROVAL PRIOR TO CONSTRUCTION,
THIS DRAWING IS FOR THIS
LOCATION AND CUSTOMER
ONLY AND 15 NOT TO BE
REUSED IN ANY MANNER
WITHOUT THE WRITTEN CONSENT
OF DESIGN INTELLIGENCE.LLC.
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fo" WIDE BY all DEEP
BOXED MEMBERS. ATTACH TO FACE
OF BAY,
12" FACIA WITH
5" STANDOUT
TYPICAL ENTIRE
BUILDING
DECO TRUSS OV FRONT BAY WINDO
ST
CONTACTOR 'S RESF'ONSlBILITY
IT 'S THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL ASPECTS OF THESE DRAWINGS,
ARCHITECTURAL AND STRUCTURAL, PRIOR TO CONSTRUCTION. ANY CONFLICTS SHALL BE
REPORTED TO THE ENGINEER FOR CORRECTION. CHANGES MAY BE PROPOSED BY THE
CONTRACTOR IF HE FEELS THE CHANGE IS IN THE BEST INTEREST OF TTHE OWNER. CHANGES
SHALL BE FORWARDED TO THE ENGINEER IN WRITING FOR APPROVAL PRIOR TO CONSTRUCTION,
THIS DRAWING IS FOR THIS
LOCATION AND CUSTOMER
ONLY AND 15 NOT TO BE
REUSED IN ANY MANNER
WITHOUT THE WRITTEN CONSENT
OF DESIGN INTELLIGENCE.LLC.
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