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4. PLAN DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF STEEL, TIMBER' STUD COLUMNS, OR
O C ONCRETE O THE RWISE ! r SECTI ! D IMENSI ONS ' TO
INTERNATI TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS UNLESS OTHERWISE
r ING CODE 2009
Occupancy Classification:
# #
Construction Typ
TYPE 11-B I
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7. REFER T O FLOOR PLANS FOR WINDOW LOCATIONS TO WINDOW SCHEDULE FOR
WIN
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13. IT IS THE INTENT D MEANING OF DOCUMENTS THAT THE GENERAL CONTRACTOR
AND EACH SUBC ONTRACTO R PRO VIDE LA MATERIALS TRANS SU
EQUIPMENT, ETC. TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE
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Large Area Detail Reference
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Material Tag
ARCHITECTURAL
A i ii' PLANS/ SCHEDULE
A ! ST SECTI
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STRUCTURAL
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GA FiLE NO. RC 2601
ROOF CEILING RATED I HOUR
BASE LAYER S/B TYPE X GYPSUM WALLBOARD APPLIED
AT RIGHT ANGLES TO 2XIO WOOD JOISTS 24" O.C. WITH
1 7.14" TYPE W OR S DRYWALL SCREWS 24" O.C., FACE
LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT
RIGHT ANGLES TO JOISTS WITH 17/8" TYPE W OR S
DRYWALL SCREWS 12" D.C. PLACED 2" BACK ON EITHER
SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE
LAYER JOINTS. WOOD JOISTS SUPPORTING L2"
PLYWOOD WITH EXTERIOR GLUE APPLIED AT RIGHT
ANGLES TO JOISTS WiTH 8D NAILS.
PR OJECT:
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WIDTH, IBC 40
6
—NO CHANGE TO
EXISTING PARTY WALLS
(I HOUR SEPARATION)
W�. OPE RABLE WINDOW
EGRESS WINDOW;
-NET CLEAR OPENING OF 53 SQ FT
-MIN CLEAR HEIGHT 24"
-MIN CLEAR WIDTH 20"
-MIN HEIGHT FROM FINISHED PLATFORM
44" TO CLEAR OPENING
OPERABLE WINDO
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ROOF 2 LAYERS TYPE X 5/8" GYP.
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STORAGE
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* (R-49 REQD. BY CODE)
VERIFY DEPTH OF ROOF STRUCTU
IN THE FIELD AND PROVIDE AS
MUCH INSULATION AS POSSIBLE U
TO R-49
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PROJECT: KLEID
DRAWN BY: LJ F
DATE: 12.29.10
4 1 -0 11 WALL
6'-8" MIN
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PROJECT: KLEID
DRAWN BY: LJ F
DATE: 12.29.10
4 1 -0 11 WALL
6'-8" MIN
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CONTRACTOR MUST CONFIRM FD -1:020 STEEL DECK Wf
GENERAL. NOTES
THAT EXISTING FLOOR SLAB
f4" T &G PLYWOOD N ATTACH
DOES NOT EXTEND INTO THE 1 T H I GH S DECK F® TES O 1. GENERAL 7. CONCRETE
NEIGHBORS UNIT, IF IT DOES I
( CONTACT ENGINEER. I I FD -2: 2 N.W. CONC ON A. THESE NOTES SHALL SERVE AS THE SPECIFICATIONS FOR THE STRUCTURAL A. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE UNLESS NOTED.
(E) 4' PRECAST CONC I I I I 6C24 STEEL DECK (3" TOTAL PORTION OF THE WORK. CLEARLY IDENTIFY INTENDED USE FOR EACH MIX DESIGN SUBMITTED FOR
SLAB I (E) STUD WALL BELOW I THICKNESS) APPROVAL. CONCRETE SHALL CONFORM TO THE FOLLOWING TABLE:
B. ARCHITECT'S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS.
C. CHECK ALL DIMENSIONS ON STRUCTURAL DRAWINGS AGAINST ARCHITECTURAL MINIMUM
DRAWINGS. USE STRENGTH CEMENT WATER/ SLUMP Ka
I C { PSI CONTENT IN SIZE (1)
S201 I ( D. VERIFY OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH SACKS /C.Y. RATIO IN
I HATCHED AREA OF I C6x8.2 ARCHITECTURAL, MECHAN I CAL, CIVIL AND ELECTR I CAL REQUIREMENTS. FOOTINGS 3000 5.5 0.58 3 -4 1 0 -2
(E) PRECAST PRECAST CONC SLAB C6x8,2 I
SLAB JOINT \\ \ \\ \ \ \ \`�\ \ \\ TO BE REMOVED AFTER (C, HSS1t /2x3xt /4 2. GOVERNING BUILDING CODE: IBC 2006
\ \ \ \ \\ \ \\ \ \ \\ \ \ \ \ \ \\ \ \ CONTRACTOR CONFIRMS �6O I� 2x 12 STRINGERS
BEARING CONDITIONS C6x8,2 �' ®— CONT L6x4x /� (LLV) (E) STAIRS DOWN UP 3. LIVE LOADS USED IN DESIGN NOTES:
\ \ @ PARTY WALLS i ° — -` "- 1. TOTAL AIR CONTENT PERCENTAGE RANGE. CHANGE TO 5 -7 IF EXPOSED TO FREEZING TEMPERATURES,
A, RESIDENTAL ............ ............................... 40 PSF
q \\ \ \ \ \\ \ \ \ \\ \ \\ CONT L3x3xt P B. ALL CONCRETE IN CONTACT WITH SOILS SHALL USE TYPE I -1I CEMENT.
r, 5241 \ \ \� \ \ \\ \ \ \ \ \ \ \\ (E) PRE CAST CONC 5201 ° B. LIGHT STORAGE .......... . . . .... • , .... , .............. 125 PSF
00 \ \� \ \ \\ `. \ \ \ \ \ \`. \\ WALL BELOW 2x12 STRINGER DOWN C. REINFORCING: MILD STEEL REINFORCING SHALL BE ASTM A615 WITH A
r \\ \ \ \\
4. DISCOVERY AND FIELD VERIFICATION MINIMUM YIELD STRENGTH 60 KSI, EXCEPT WHERE NOTED AS 40 KSI. ALL
(E) SHIPS LADDER ACCESS \ \ \\ \ \ \ \ \ \ \ \� \\ ' L x3x REINFORCING REQUIRING WELDING SHALL CONFORM TO ASTM A706. WELDED
IN UPPER FLOOR \ \�` \\ �. \ '� \ \ \ \ \ \ \\ S201 X11" S201 A. DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING WIRE FABRIC SHALL CONFORM TO ASTM A185.
SIM ! 1 "x 4" LVL SiM S2 1 �-- CONDITIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH
(E) PRECAST "'— PROJECT DOCUMENTATION (DISCOVERY). SUCH CONDITIONS MAY INTERFERE D. REINFORCEMENT PROTECTION
SLAB JOINT OVER FRAME W/ 2x12 WITH NEW CONSTRUCTION OR REQUIRE PROTECTION AND/OR SUPPORT OF 1. CONCRETE PLACED AGAINST EARTH .............. ......... 3"
•
SLEEPERS PERP TO E EXISTING WORK DURING CONSTRUCTION, OR MAY CONSIST OF DAMAGE OR 2, CONCRETE PLACED IN FORMS BUT °EXPOSED TO WEATHER OR EARTH:
(£) STUD WAIL BELOW 1 N IN LVL HANGER TO 5201 - LVL HANGER TO DETERIORATION TO STRUCTURAL MATERIALS OR COMPONENTS WHICH COULD a. BARS 5 AND SMALLER......... .
DECK FLUTES N RIP LANDING BEAM 2x12 STRINGERS � .. . . . ...... . .. 1 -1/2" J
TO DEPTH UP JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING(S). !�
8. TIMBER Lr
I/ "x4 "x4" STEEL PL B. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL DISCOVERIES HE
W/ (6) 1 /4 "s3 SIMPSON BELIEVES MAY INTERFERE WITH PROPER EXECUTION OF THE WORK OR A. ALL TIMBER PRODUCTS SHALL BE IN ACCORDANCE WITH THE NATIONAL
JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDINGS) PRIOR TO FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION,
SOS SCREWS PROCEEDING WITH WORK RELATED TO SUCH DISCOVERIES. LATEST EDITION. g
C. THE STRUCTURAL DOCUMENTS MAY SPECIFY DIMENSIONS, ELEVATIONS AND B. ALL LUMBER SHALL BE VISUALLY GRADED AND HAVE A MAXIMUM MOISTURE °
LOFT FLOOR DEMO PLAN @ STO RAGE LOFT FLOOR PLAN @ STORAGE UPPER FLOOR PLAN @ STAI R CONSTRUCTION COLD I T I RESPONSIBLE TO BE FI FOR FIE VERIFIED, E THE GENERAL CONTENT OF 19°6. ..�
CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL --
= 1' - 0" 1/4 1' -0" 1f4" = 1 " - 0" SPECIFIED CONDITIONS PRIOR TO PROCEEDING WITH THE CONSTRUCTION OR C, FRAMING LUMBER: 2X DOUGLAS FIR -LARCH IN THE FOLLOWING GRADES: LU
N 1/4"
FABRICATION OF ANY STRUCTURAL COMPONENTS RELATED TO SUCH 1. 1 GENERAL FRAMING: STANDARD AND BETTER OR STUD. �-
CONDITIONS. THIS FIELD VERIFICATION SHALL BE MADE IN A TIMELY 2. STUDS: NO. 2 OR BETTER
MANNER SO AS TO CAUSE NO DELAYS IN EXECUTION OF THE WORK. 3. FLOOR JOISTS AND ROOF RAFTERS: NO, 2 OR BETTER.
4. BEAMS, STRINGERS, POSTS AND TIMBERS: NO. 1 OR BETTER,
5. STRUCTURAL STABILITY DURING CONSTRUCTION
D. BRIDGING: BRIDGE BETWEEN JOISTS OR RAFTERS WHERE NOMINAL DEPTH -
A, THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH TO- THICKNESS RATIO EXCEEDS 5 WITH BEVEL -CUT DOUBLE- CROSSED WOOD
ALL ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED AND BRACING, OR WITH SOLID BRIDGING 2 " THICK BY DEPTH OF JOIST. END
BRACED, NAIL SOLID BRIDGING TO JOISTS; NAIL BOTH ENDS OF CROSS- BRIDGING,
SPACE BRIDGING AS REQUIRED BY CODE. PROVIDE SOLID BLOCKING'"""""""""
B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS BETWEEN JOISTS AND RAFTERS AT SUPPORTS.
1 (E) PRE CAST WALL AND METHODS.
3RD FLOOR STORE E. COMPLY WITH MINIMUM STANDARDS FOR FRAMING CONNECTIONS AS SET
C. THE CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PROVIDE PROPER FORTH IN IBC TABLE NO. 2304.9,1 AND AS DETAILED.
/ PRE CAS SLABS (E) SHORING AND BRACING AS MAY BE REQUIRED DURING CONSTRUCTION TO
ACHIEVE THE FINAL COMPLETED STRUCTURE. F. LAMINATED VENEER LUMBER (LVL) AND PARALLEL STRAND LUMBER (PSL):
CONC ON STEEL DECK 1. ) LVL OR PSL PRODUCTS SHALL BE PLANT FABRICATED IN A
D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES AS CONTINUOUS PRESS WITH ALL GRAIN ORIENTED PARALLEL TO THE
/ CHIP OUT EDGE OF LADDER 12" 13 0 16" O.C. EA WAY MANDATED BY FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS. THE LENGTH OF THE MEMBER.
/ ACCESS AND EXPOSE EDGE OF 3" DECK N RE: PLAN
/ (E) CONC PRE CAST SLAB #3x5 "10 48" Q.C. ' CONTRACTOR SHALL EMPLOY A "COMPETENT PERSON" AS DEFINED IN OSHA 2.) ALL LVL OR PSL PRODUCTS SHALL BE SUBMITTED FOR APPROVAL WITH
W/ 3" EMBED INTO HILTI (E) PRECAST SLAB (E) PRECAST SLAB REGULATIONS TO IDENTIFY SAFETY ISSUES. THE CONTRACTOR SHALL REFERENCE TO THE APPLICABLE CURRENT NATIONAL EVALUATION
/ CONTRACTOR TO VERIFY THAT HY150 EPDXY TYP 3 16 EMPLOY A ?QUALIFIED PERSON? AS DEFINED I N OSHA REGULATIONS TO REPORT PREPARED BY CABO, OR CURRENT EVALUATION REPORT
PRE CAST CONC SLAB IS NOT _ - SPECIFY THE RESOLUTION OF SAFETY ISSUES. PREPARED BY ICBO.
CONTINUOUS INTO NEIGHBORS UNIT. - 3.) LVL MEMBERS SHALL HAVE THE FOLLOWING ALLOWABLE STRESSES:
IF SO CONTACT ENGINEER CANT 18GA POUR STOP 1 s 6. FOUNDATIONS - FOOTINGS a. FLEXURAL TENSION OR COMPRESSION......... , 2600 PSI
/4 "" PLYWOOD ON - - -
/ (E} PRE CAST SLAB / / 3" EMBED INTO HILTI 2C20 DECK 3 „ EMBED INTO HILTI b. HORIZONTAL SHEAR.... ............ . ........ 285 PSI
HY150 EPDXY HY150 EPDXY A. A SOILS INVESTIGATION HAS NOT BEEN PERFORMED FOR THIS PROJECT, C. COMPRESSION PARALLEL TO GRAIN............ 2460 PSI
CONT L6x4x% (LLV) W/ / 1.) THE OWNER SHALL EMPLOY A QUALIFIED GEOTECHNICAL ENGINEER TO d. COMPRESSION PERPENDICULAR TO GRAIN........ 750 PSI
/ ORIGINAL SHIP LADDER ACCESS 1j2 "o SIMPSON TITEN HD f STEEL CHANNEL ~�"'"� -- STEEL CHANNEL INSPECT ALL FOUNDATION EXCAVATIONS PRIOR TO PLACEMENT OF e. MODULUS OF ELASTICITY ........... . .. . 1,800,000 PSI
1 / SOLID SLAB 0 SIM CONDITION BOLTS 0 24” O.C. // CONCRETE FOR FOOTINGS.
L3x3xt /4 2.) THE GEOTECHNICAL ENGINEER SHALL VERIFY THAT THE SAFE BEARING G. LAMINATED MEMBER SIZES SHOWN ARE NET; OTHER MEMBER SIZES ARE
CAPACITY OF THE BEARING MATERIALS MEETS OR EXCEEDS THE NOMINAL.
L3x3xt /4 ASSUMED TOTAL LOAD ALLOWABLE BEARING PRESSURE USED IN DESIGN ,
2x12 STRINGER / / C6x8.2 - PL W/ 1 /4 "x AS STATED BELOW. H. SHEATHING:
6 "x8" PL EA END N ATTACH 3.) THE GEOTECHNICAL ENGINEER SHALL PREPARE WRITTEN 1. ) CONFORM TO AMERICAN PLYWOOD ASSOCIATION (APA) DESIGN W LLi
TO (E) PRECAST W/ (4) 12o SPECIFICATIONS FOR SUITABLE BACKFILL MATERIALS AND PERFORM SPECIFICATION, LATEST EDITION. SHEATHING SHALL BE n
(E) PRE CAST WALL SIMPSON TITEN HD BOLTS COMPACTION TESTS ON APPROVED BACKFILL PLACED AGAINST CONTINUOUS OVER THREE ADJACENT SPANS MINIMUM.
0 2ND FLOOR FOUNDATION WALLS, BELOW SLABS -ON -GRADE AND BELOW 2,) FLOOR SHEATHING: 3/4" THICK TONGUE AND GROOVE APA RATED L m 0
FOUNDATIONS. SHEATHING 32/16, EXPOSURE 1. NAIL TO SUPPORTS WITH 14d @ 6 O
INCHES O.C. AT ALL PANEL EDGES AND 10d @ 10 INCHES O.C. AT
B. FOOTINGS SHALL BE PLACED ON UNDISTURBED NATURAL MATERIALS. THE INTERIOR OF PANEL. GLUE FLOOR SHEATHING TO SUPPORTS WITH
CONTRACTOR SHALL REMOVE ANY LOOSE OR DISTURBED SOIL AND REPLACE "TITE -BOND" (OR APPROVED EQUIVALENT). CONSTRUCTION ADHESIVE a
WITH NON - EXPANSIVE STRUCTURAL FILL COMPACTED TO 95% STANDARD SHALL MEET APA AFG -01,
PROCTOR (ASTM D698) AS APPROVED BY THE SOILS ENGINEER.
I. ALL TIMBER CONNECTORS SHALL BE "STRONG -TIE" CONNECTORS AS � ~
C. TOTAL LOAD SOIL BEARING PRESSURE USED IN DESIGN:.. 1,500 PSF MANUFACTURED BY THE SIMPSON STRONG -TIE CONNECTOR COMPANY. FOLLOW
rA SECTION C E PRE CAST WALLS B C O N C DECK E SLAB C NEW STAIRS @ E SLAB SUPPLIER INSTALLATION RECOMMENDATIONS. Lu
201 3/4" - 1' -0" 5201 3/4" = V -0" S201 3/4" = 1' -0" mi