HomeMy WebLinkAboutGarage - BLD Plot / Site Plans - 3/13/2013 (2) GENERAL STRUCTURAL NOTES
BUILDING CODE: REINFORCING:
2009 EDITION OF THE INTERNATIONAL BUILDING CODE, AS AMENDED BY MASON COUNTY. ASTM A615 (Fy = 60 KSI) DEFORMED BARS FOR ALL BARS. NO TACK 12' STHD8
ALL GRAVITY LOADS RESISTING AND LATERAL LOAD RESISTING STRUCTURAL MEMBERS ARE WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF HOLDDOWN
PROCEDURE BY THE STRUCTURAL ENGINEER. LATEST A.C.I. CODE AND STHD8
SHOWN ON THE ENGINEERING S PAGES. THE ENGINEERING CALCULATIONS ARE NOT REQUIRED DETAILING MANUAL APPLY. CLEAR CONCRETE COVERAGES AS FOLLOWS: HOLDDOWN 12'—=:
TO BE REFERENCED FOR CONSTRUCTION, AND DON'T NEED TO BE ONSITE. — — — — — — A — — — 72"
TRU „ I — — — — — — — — — — — — —
CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3
CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT "EXPOSED TO EARTH OR WEATHER
CONNECTIONS HAVE BEEN INSTALLED. ENGINEER AND DESIGNER SHALL BE NOTIFIED BY THE 2 -3 c I r
CONTRACTOR OF ANY DISCREPANCIES AT THE TIME THEY ARE NOTED. #6 OR LARGER 2 � 3' 3"
#5 AND SMALLER 1 1/2" CD
CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITY LINES. CALL 1-800-424-5555,HOURS BEFORE DIGGING. ALL OTHER PER LATEST EDITION OF ACI 318.
VALUES OF „ „
SPLICE L BELOW ARE BASED ON F c = 3000 PSI, GRADE 60 14 CONC SLAB W/ FIBER MESH
INFORM ALL OBTAIN WRITTEN APPROVAL FROM THE ENGINEER OF ANY PROPOSED CHANGES TO UNCOATED REBAR I I I ON 4" COMPACTED SAND I I 0 0
THE DRAWINGS, SPECIFICATION-NOTES PRIOR TO CONSTRUCTION OF THE CHANGE. BAR SIZE SPLICE L-OTHER THAN TOP BARS SPLICE L TOP BARS D I o
CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS, METHOD, TECHNIQUES, SEQUENCES, #3 16" 21" 10'-3" I 4:12 4:12 I I I I 00
PROCEDURES, SAFETY OF THE WORKER AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION #4 22" 28" 14:12 14:12
AND FOR COORDINATING ALL PORTIONS OF THE WORK. #5 27" 35"
w ---------------------------------------------------------------------------------
I I ,
DRAWINGS SHALL BE USED FOR ONLY ONE CONSTRUCTION AND FOR LOCATION INDICATED BELOW. #6 32" 42" I 2x8 HF#2 @ 16" OC 18 I I o I I 18 /,// TTJ-�TT\j-�rT�rfTTJ-�rT�-rl-�77- 77 TJ-�rT�-rfT-' 'F7Y/\//\//
#7 38„ 49" � 14'-1�" N
LOADS.
#$ 43 56 0 8/0 7/0 OH DO R ------- 2LEFT ELEVATION
ROOF LIVE LOAD = 25 PSF (SNOW). i
SUPERIMPOSED DEAD LOAD ON ROOF TRUSSES - 14 PSF. (EXCLUDES TRUSS WEIGHT) CONCRETE MINIMUM REINFORCEMENT: 1 1 I SCALE: 1/4" = 1'
(9 PSF TOP CHORD / 5 PSF BOTTOM CHORD) THE FOLLOWING MINIMUM REINFORCEMENT SHALL BE PROVIDED UNLESS NOTED M
ROOF DEAD LOAD = 15 PSF.
FLOOR LIVE LOAD = 40 PSF. OTHERWISE ON THE DRAWING:
WIND LOAD = 85 MPH BASIC WIND SPEED, EXPOSURE B. 1. PROVIDE HORIZONTAL CORNER BARS AT ALL FOOTING AND WALL 5'-6 i i I CONTINUE FOOTING
Ss = 1.55g CORNERS, AND HOOK BARS FOR T INTERSECTIONS WITH EQUAL SIZE AND I i i I I UNDER DOOR OPENING (TYP)
SEISMIC DESIGN CATEGORY D2 SPACING OF THE HORIZONTAL REINFORCING USING THE INDICATED DETAILS i L
OF SIMILAR SECTIONS AND DETAILS AS TYPICAL. I 410 DF#2 HEADER — — — — — — — —
FOUNDATIONS: - - - - - _ _ _ _ _ _ _ _ _ _ _
2. PROVIDE ONE #4 VERTICAL BAR - FULL HEIGHT OF WALL AT THE
ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED SOIL OR APPROVED FILL 18" MINIMUM CORNER OR T INTERSECTION. A _ _ _ _ _ _ A J
BELOW FINISHED GRADE. FINISHED GRADE IS DEFINED AS TOP OF SLAB FOR INTERIOR
FOOTINGS AND LOWEST ADJACENT GRADE WITHIN 5 FEET FOR PERIMETER FOOTINGS. DESIGN 3. PROVIDE A MINIMUM OF 0.2% REINFORCEMENT OF GROSS CONCRETE AREA
SOIL BEARING VALUE = 1,500 PSF. OF WALL IN HORIZONTAL DIRECTION AND 0.12& IN VERTICAL DIRECTION. STHD14 HOLDDOWN STHD14 HOLDDOWN —V
WHERE REQUIRED BY THE BUILDING OFFICIAL, THE CLASSIFICATION AND INVESTIGATION OF MAXIMUM REBAR SPACING IS 18" O.C. IN EACH DIRECTION.
THE SOIL SHALL BE MADE BY A REGISTERED DESIGN PROFESSIONAL (1802.1). UNLESS A 4. PROVIDE REINFORCING CHAIRS IN ACCORDANCE WITH THE CRSI PLACING - -
SOIL INVESTIGATION IS PROVIDED FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE
1
SOIL BEARING OF 1500 PSF. ORGANIC SILT, ORGANIC CLAYS, PEAT OR UNPREPARED FILL MANUAL. 2' 8' 2' 1' 102" 8'-3" 1' 102"
SHALL NOT BE ASSUMED TO HAVE A BEARING CAPACITY (1804.3).
THIS ENGINEERING IS BASED ON SITE CLASS D SOILS IN ACCORDANCE WITH TABLE 1613.5.2
OF THE 2009 IBC. FLOOR PLAN FOUNDATION PLAN
SITE GRADING. THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED
1/4" = 1' 1/4" = 1'
AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN 5 PERCENT FOR A MINIMUM OF
10 FEET (1803.3) ------------------------------------------------------
LEGEND 6" PLY, OSB OR T111 W/ 8d NAILS @ ��l/��r/��Tj�l/�� �r/���j�Tj�7j�/��/jam//
COMPACTED FILL MATERIAL SHALL NOT BE USED UNLESS ALLOWED BY A SOILS ENGINEERING /A\ 6" OC EDGES, 12" OC FIELD. %" 0
REPORT (1803.5) A HOLD DOWN ANCHORS W/ 3X3XY WASHERS @ 6' OC FRONT ELEVATION
PROTECTION AGAINST DECAY (2304.11): SCALE: 1/4" — 1'
WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WITHOUT JOISTS SHALL
NOT BE CLOSER THAN 18 INCHES, OR WOOD GIRDERS CLOSER THAN 12 INCHES TO THE
EXPOSED GROUND IN CRAWL SPACES. WOOD FRAMING MEMBERS, INCLUDING WOOD SHEATHING, +
WHICH REST ON EXTERIOR FOUNDATION WALLS SHALL NOT BE LESS THAN 8 INCHES FROM 2x6 RIDGE BOAR + + + +
EXPOSED EARTH. SILLS IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE-TREATED WOOD. + + ++ +
CLEARANCE BETWEEN WOOD SIDING AND EARTH SHALL NOT BE LESS THAN 6 INCHES. POSTS 2x4 HF#2 @ 16" ++ +
+
SHALL BE PRESERVATIVE-TREATED UNLESS SUPPORTED BY A PEDESTAL GREATER THAN 8 ++ +
INCHES FROM EXPOSED GROUND. TABLE 2304.9.1 (FASTENING SCHEDULE) 7/16" OSB GUSSET (BOTH SIDES) 24" ++ MANUFACTURED TRUSSES @ 24" O.C.
MATERIALS: JOIST TO SILL OR GIRDER (3) 8d COMMON TOENAIL W/ (2) ROWS 10d @ 3 (BY OTHERS)
LUMBER SHALL CONFORM TO DOC PS 20 BRIDGING TO JOIST (2) 8d COMMON TOENAIL EACH END COMPOSITION ROOFING
MANUFACTURED I-JOISTS SHALL CONFORM TO ASTM 5055 2" SUBFLOOR TO JOIST OR GIRDER (2) 16d COMMON BLIND AND FACE NAIL
STRUCTURAL GLUED-LAMINATED TIMBER SHALL CONFORM TO AITC A190.1 AND ASTM D 3737 7/16" OSB SHEATHING W/ 8d @ 6"
PRESERVATIVE-TREATED WOOD SHALL CONFORM TO APPLICABLE AWPA STANDARDS SOLE PLATE TO JOIST OR BLOCKING 16d AT 16" O.C. TYPICAL FACE NAIL 2x4 HF 2 @ 16" PANEL EDGES (12" O.C. PANEL FIELD)
TRUSSES, TRUSS DRAWINGS AND TRUSS ENGINEERING SHALL BE PROVIDED BY THE MANUFACTURER. SOLE PLATE TO JOIST OR BLOCKING 16d AT BRACED WALL PANEL #
METAL PLATE CONNECTED WOOD TRUSSES SHALL BE MANUFACTURED AS REQUIRED BY TPI 1. 3 16d AT 16" BRACED WALL PANELS 15# BUILDING PAPER
FLOOR AND ROOF SHEATHING SHALL BE PER IBC TABLES OF SECTION 2304. ( ) (3) 16d MIN
MINIMUM FASTENING SHALL BE PER THE 2006 IBC FASTENING SCHEDULE TABLE 2304.9.1 TOP PLATE TO STUD (2) 16d COMMON END NAIL BLOCK BETWEEN RAFTERS
SIMPSON ZMAX AND HOT DIPPED ZINC NAILS SHALL BE USED FOR ALL PRESSURE TREATED
WOODS OTHER THAN CHROMATED COPPER ARSENATE AND SODUIM BORATE. STUD TO SOLE PLATE (4) 8d COMMON TOENAIL
METAL CONNECTORS, ANCHORS, AND FASTENERS WILL CORRODE AND LOSE LOAD CARRYING STUD TO SOLE PLATE (2) 16d COMMON END NAIL CONTINUOUS GUTTER
CAPACITY WHEN INSTALLED IN CORROSIVE ENVIRONMENTS OR EXPOSED TO CORROSIVE MATERIALS. DOUBLE STUDS 16d AT 24" O.C. FACE NAIL
DOUBLE TOP PLATES 16d AT 16 O.C. TYPICAL FACE NAIL 2x8 HF#2 @ 16 4 x10 HEADERS TYP , / ,J-�rT�TJ-��J-��f r,J-�TT�Tf-�,J-��17_7 ITT•TfT,J-�r��/
THERE ARE MANY ENVIRONMENTS AND MATERIALS WHICH MAY CAUSE CORROSION INCLUDING: " ( ) / / / T
OCEAN SALT WATER, PRESERVATIVE-TREATED WOOD, FUMES, FI RE-RETARDANTS, DISSIMILAR
12" \�\\�\j\\\\��\��\��\ \\�\\�\\�\\� �\�\\�
METALS, FERTILIZERS. DOUBLE TOP PLATES (8) 16d COMMON LAP SPLICE H1 @ 32"
AS A MINIMUM CONTRACTORS SHALL USE SIMPSON ZMAX GALVANIZED FASTENERS OR AN BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE RIGHT ELEVATION
APPROVED BARRIER WHEN A CORROSIVE ENVIRONMENT EXISTS. (3) 8d COMMON TOENAIL 15# BUILDING PAPER
CONCRETE: RIM JOIST TO TOP PLATE 8d AT 6" O.C. TOENAIL X SCALE: 1/4" 1'
=
MINIMUM 28 DAY STRENGTH 2,500 PSI (f'c = 2,500 PSI), UNLESS OTHERWISE NOTED
CEILING JOIST TO PLATE (3) 8d COMMON TOENAIL m
CONTINUOUS HEADER TO STUD (4) 8d COMMON TOENAIL o 7/16" T1-11 SHEET SIDING
ALL CONCRETE CONSTRUCTION SHALL CONFORM TO A.C.I. MECHANICALLY VIBRATE ALL OR 7/16" OSB SHEATHING
CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON GRADE NEED BE VIBRATE ONLY CEILING JOISTS, LAPS OVER PARTITIONS (3) 16d COMMON MINIMUM FACE NAIL
AT TRENCHES, FLOOR DUCTS, TURNDOWNS, ETC. MINIMUM SLUMP 4-1/2" FOR (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1)
CONCRETE WITHOUT PLASTICIZER. IF PLASTICIZER IS USED, A HIGHER FINAL SLUMP CEILING JOISTS, LAPS OVER PARTITIONS (4) 3" x 0.131" NAILS
MAY BE ALLOWED UPON STRUCTURAL ENGINEER'S APPROVAL. UNLESS APPROVED (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1)
OTHERWISE IN WRITING BY THE ARCHITECT, ALL CONCRETE SLABS ON GRADE SHALL CEILING JOISTS, LAPS OVER PARTITIONS (4) 3" 14 GAGE STAPLES
BE BOUND BY CONTROL JOINTS (KEYED OR SAW CUT), AS SHOWN ON THE (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) 2%4" STUDS @ 24" O.C.
FOUNDA1ON PLAN, SUCH THAT THE ENCLOSED AREA DOES NOT EXCEED 225 SQUARE
FEET. KEYED CONTROL JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING CEILING JOISTS TO PARALLEL RAFTERS (3) 16d COMMON MINIMUM FACE NAIL
POURING, ALL OTHER JOINTS MAY BE SAW CUT. (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) 2"x4" P. T. SILL W/
CEILING JOISTS TO PARALLEL RAFTERS (4) 3" x 0.131" NAILS 6" STEMWALL 5/8"0 J-BOLTS @ 6' O.C. MAX
FLY ASH - IF PERMITTED BY ARCHITECTURAL SPECIFICATIONS, SHALL BE LIMITED TO
18% OF CEMENTITIOUS MATERAILS AND SHALL HAVE A REPLACEMENT FACTOR OF 1.2 (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) _ (7" EMBEDMENT MIN)
RELATIVE TO CEMENT REPLACED. NO FLY ASH ADDITIVES SHALL BE USED IN CEILING JOISTS TO PARALLEL RAFTERS (4) 3" 14 GAGE STAPLES 4" CONC SLAB
FLATWORK OR ARCHITECTURALLY EXPOSED CONCRETE. (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) 4" COMPACTED SAND
WOOD: RAFTER TO PLATE (3) 8d COMMON TOENAIL
.SS- t.S S 'S S 4. 9. 4 5 ,•L $ .i .5 S2' ..y'-
_`,+`�i':�i�•._:s.�_.ter.'.: i y a:?=ice. , �:1 :�`tip "�:`i"':i,-�-.._... �a:._..
SAWN LUMBER: BEAMS, COLUMNS & JOISTS = #2 DOUGLAS FIR LARCH OR BETTER (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) _ _ _ . ..,:><.:_.,�,;.
„ 5':z 5,: #4 BAR HORIZ @TOP OF STEM
STUDS & OTHER MEMBERS = HEM-FIR STD OR BETTER RAFTER TO PLATE (3) 3 x 0.131 NAILS ''° `D #4 BAR VERT @ 48" O.C.
MANUFACTURED JOIST & BEAMS AS SPECIFIED ------------------------------------------------------
(SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) C R 0 S S E C TI 0 N /�/ T- -�r mil- TT- -�T mil- �7- -�T- TT- -`T �r\/
i / I T I I T -j- 7 7 I T
GLU-LAM: GLUED LAMINATED BEAMS ARE 24F-V8 DF/DF FOR CANTILEVER OR OTHER RAFTER TO PLATE (3) 3" 14 GAGE STAPLES 12„ (2) #4 BAR HORIZ @BOTTOM OF FOOTING \�\\��\/� \��\�\\��\�\/\�\��\�
SUPPORT CONDITIONS AND 24F-V4 DF/DF FOR SIMPLE SUPPORT UNLESS (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) NOT TO SCALE
OTHERWISE NOTED ON THE DRAWING. GLB SHALL HAVE CERTIFICATION MARK COLLAR TIE TO RAFTER (3) 10d COMMON FACE NAIL
AND MOISTURE CONTENT LESS THAN 15%. REAR ELEVATION
NAILS: JOIST TO BAND (3) 16d COMMON FACE NAIL SCALE: 1/4" = 1'
USE COMMON NAIL ONLY IF BOX OR OTHER TYPE OF NAILS ARE USED, SIZE ADJUSTMENT ARE
REQUIRED. PROVIDE NAIL PER IBC TABLE 2304.9.1. GALVANIZE NAIL WHEN EXPOSED TO WEATHER.
% �c -
S-t; - '70f0
REVISIONS BY DATE ���oF WAsy�%TOr FOR: DRAWING NUMBER:
12x18 GARAGE PLAN AND NOTES BILL ROOT
NO. DATE BY DESCRIPTION DESIGNED MMZ 3/13 ('0 L Olson & Associates, lllc. ti ~ PO BOX 1959
DRAWN MMZ 3/13 ` , En y 200 NORTH BAY SILVERDALE, WA 98383
Engineering, Planning and Surveying ��
CHECKED MMZ 3/13 �o a�cT Ds1s�,��� �4 ALLYN, WA.
APPROVED (360) 876-2284 �� SzoAL E�N�I,o SHEET
�A S1 . 0
ACCEPTED 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 .