B08_Solit_Att_02_Drawings.pdf
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Attachment 02 - Drawings
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
AutoCAD SHX Text S0.1
AutoCAD SHX Text 159776
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MINIDOKA NATIONAL HISTORIC SITE
AutoCAD SHX Text 06/07/17
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JM
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DM
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JM
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AutoCAD SHX Text 128,897
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NOTES
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GENERAL STRUCTURAL
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PROJECT DESCRIPTION:
AutoCAD SHX Text ADAPTIVE RE-USE OF AN EXISTING, SINGLE STORY, WOOD FRAMED, HISTORIC WAREHOUSE THAT WAS ORIGINALLY PART OF THE MINIDOKA RELOCATION CAMP.
AutoCAD SHX Text THE EXISTING BUILDING AND ADDITION WILL BE UPGRADED TO CURRENT BUILDING CODE REQUIREMENTS AND SERVE AS A NEW VISITOR CONTACT STATION.
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GENERAL:
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AutoCAD SHX Text THE STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE INTENDED TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THE ENTIRE SET OF CONTRACT DOCUMENTS (INCLUDING THE PROJECT SPECIFICATIONS) INTO THEIR WORK.
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AutoCAD SHX Text THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
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AutoCAD SHX Text NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS.
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WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.
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CODE REQUIREMENTS:
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AutoCAD SHX Text CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE (IBC) WITH THE STATE OF IDAHO AMENDMENTS.
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AutoCAD SHX Text ALL REFERENCE TO OTHER CODES AND STANDARDS (ACI, ASTM, ETC.) SHALL BE FOR THE EDITIONS NOTED IN CHAPTER 35 OF THE IBC.
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TEMPORARY CONDITIONS:
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AutoCAD SHX Text THE STRUCTURE HAS BEEN DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT REQUIRED AS A RESULT OF THE CONTRACTOR’S CONSTRUCTION METHODS S CONSTRUCTION METHODS AND/OR SEQUENCES.
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AutoCAD SHX Text CONTRACTOR’S CONSTRUCTION METHODS AND/OR S CONSTRUCTION METHODS AND/OR SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD.
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AutoCAD SHX Text A TEMPORARY SHORING PLAN SHALL BE SUBMITTED TO THE CONTRACTING OFFICER PER SPECIFICATION SECTION 02 43 00.
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EXISTING CONDITIONS:
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AutoCAD SHX Text ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS SHALL BE FIELD VERIFIED. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS.
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DESIGN CRITERIA:
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AutoCAD SHX Text DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND ALLOWANCES WERE USED FOR DESIGN, WITH LIVE LOADS (L.L.) REDUCED IN ACCORDANCE WITH THE IBC:
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DESIGN CRITERIA
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GEOTECHNICAL CRITERIA
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DESIGN BASED ON
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GEOTECHNICAL REPORT BY:
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GEODESIGN, INC. DATED APRIL 8, 2015
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ALLOWABLE SOIL BEARING
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PRESSURE
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3,000 PSF
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10,000 PSF (BEARING ON WEATHERED BASALT)
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LIVE LOAD CRITERIA
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FLOOR LIVE LOADS
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UNIFORM LOAD (PSF)
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CONCENTRATED LOAD
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(LBS)
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OFFICES
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50 PSF + 15 PSF FOR PARTITIONS OR 100 PSF
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(INCLUDING PARTITIONS) WHICHEVER IS MORE
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CRITICAL FOR MEMBER DESIGN
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CORRIDORS
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ASSEMBLY AREAS
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STORAGE (LIGHT)
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MAXIMUM ALLOWABLE
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DEFLECTION
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L/360 (LIVE LOAD)
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L/240 (LIVE LOAD + DEAD LOAD)
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NOTES:
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LIVE LOADS REDUCED PER IBC 1607.10
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MEMBER DESIGNED FOR THE MORE CRITICAL OF THE UNIFORM OR
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CONCENTRATED LOAD.
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SNOW CRITERIA
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DESIGN ROOF SNOW LOAD
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30 PSF MINIMUM IN ACCORDANCE
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WITH LOCAL CODE REQUIREMENTS
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SNOW DRIFT
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PER IBC
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GROUND SNOW LOAD
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= 25 PSF
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FLAT ROOF SNOW LOAD
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= 14 PSF
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SNOW EXPOSURE FACTOR
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AutoCAD SHX Text = 0.8
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SNOW LOAD IMPORTANCE
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FACTOR
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AutoCAD SHX Text = 1.00
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THERMAL FACTOR
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AutoCAD SHX Text = 1.00
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WIND CRITERIA
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MAIN WIND FORCE RESISTING
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SYSTEM
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90 MPH BASIC WIND SPEED (3-SECOND GUST)
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COMPONENTS AND CLADDING
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90 MPH BASIC WIND SPEED (3-SECOND GUST)
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EXPOSURE CATEGORY
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GUST/INTERNAL PRESSURE
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GC
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SEISMIC CRITERIA
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RISK CATEGORY
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II
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SITE CLASS
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IMPORTANCE FACTOR
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AutoCAD SHX Text = 1.00
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SEISMIC DESIGN CATEGORY
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MCE SPECTRAL ACCELERATIONS
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AutoCAD SHX Text = 0.24
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AutoCAD SHX Text = 0.09
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SITE COEFFICIENTS
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AutoCAD SHX Text = 1.70
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DESIGN SPECTRAL
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ACCELERATIONS
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DS
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ANALYSIS PROCEDURE
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EQUIVALENT LATERAL FORCE PER ASCE 7-10 SECTION 12.8
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NORTH-SOUTH DIRECTION
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EAST-WEST DIRECTION
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SEISMIC LOAD RESISTING
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LIGHT FRAMED WOOD SHEAR WALLS
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LIGHT FRAMED WOOD SHEAR
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WALLS
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RESPONSE MODIFICATION
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FACTOR
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AutoCAD SHX Text = 6.5
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AutoCAD SHX Text = 6.5
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SEISMIC RESPONSE COEFFICIENT
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AutoCAD SHX Text = 0.0295
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AutoCAD SHX Text = 0.0295
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DESIGN BASE SHEAR
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= 4.5 KIPS
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= 4.5 KIPS
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REDUNDANCY FACTOR
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GENERAL STRUCTURAL NOTES:
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SPECIAL INSPECTION AND TESTING:
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AutoCAD SHX Text SPECIAL INSPECTION WILL BE PROVIDED BY THE CONTRACTOR BASED ON THE REQUIREMENTS OF THE IBC AS SUMMARIZED IN THE SPECIAL INSPECTION AND TESTING PROGRAM ON SHEET S0.5. THE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL INSPECTOR TO PERFORM THESE INSPECTIONS.
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A/E FIRM
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A/E FIRM
AutoCAD SHX Text and Interiors
AutoCAD SHX Text Portland, Oregon
AutoCAD SHX Text FFA Architecture
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ARCHITECT
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ENGINEER
AutoCAD SHX Text FROELICH ENGINEERS, INC. Portland, Oregon
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SYSTEM
6/7/17 12:45 CAD-6 R21 P:\2015\15-T233 (MINIDOKA VISITOR CONTACT )\DRAFTING-STRUCTURAL\CAD\S0.1 GSN1.DWG IMAGES: L:\CAD STANDARD BLOCKS\STAMP\TIM TERICH\T3 ID.JPG;
3.
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GENERAL STRUCTURAL NOTES CONTINUED:
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CONCRETE:
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AutoCAD SHX Text ALL CONCRETE WORK SHALL CONFORM TO “ACI 318--BUILDING CODE REQUIREMENTS FOR ACI 318--BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" AND CHAPTER 19 OF THE INTERNATIONAL BUILDING CODE.
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AutoCAD SHX Text CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39, UNLESS NOTED OTHERWISE, AND SHALL BE AS FOLLOWS:
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CONCRETE STRENGTHS
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DESCRIPTION
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WATER - CEMENT RATIO BY WEIGHT
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ENTRAINED AIR
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OTHER
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FOOTINGS, STEMWALLS
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RETAINING WALLS
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INTERIOR SLAB-ON-GRADE
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EXTERIOR SLAB-ON-GRADE
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NOTES:
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AutoCAD SHX Text VERIFY WATER/CEMENT RATIO WITH FLOOR COVERING MANUFACTURER FOR CONCRETE FLOORS WITH MOISTURE SENSITIVE FLOOR COVERINGS.
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AutoCAD SHX Text CONCRETE MIXES SHALL BE NORMAL WEIGHT AND CONTAIN PORTLAND CEMENT CONFORMING TO ASTM C150 FOR TYPE I, OR TYPE II.
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AIR ENTRAINING AGENT SHALL CONFORM TO ASTM C260.
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MINIMUM CEMENT CONTENT PER CUBIC YARD SHALL BE AS FOLLOWS:
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MINIMUM CEMENT CONTENT
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MINIMUM CEMENT CONTENT PER CUBIC YARD
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470 LBS.
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550 LBS.
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NOTES:
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AutoCAD SHX Text FLYASH CONFORMING TO ASTM C618 “TYPE F,” OR “TYPE C” MAY BE USED TO TYPE F,” OR “TYPE C” MAY BE USED TO OR “TYPE C” MAY BE USED TO TYPE C” MAY BE USED TO MAY BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BY TEST DATA.
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AutoCAD SHX Text THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS, ALONG WITH TEST DATA COMPLIANT WITH ACI-318 CHAPTER 5, A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE.
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AutoCAD SHX Text NO WATER MAY BE ADDED TO CONCRETE IN THE FIELD UNLESS IT CONFORMS TO THE APPROVED MIX DESIGN AND IS SPECIFICALLY APPROVED IN WRITING BY THE CONCRETE SUPPLIER.
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AutoCAD SHX Text A WATER REDUCING ADMIXTURE CONFORMING TO ASTM C494 USED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS SHALL BE INCORPORATED INTO CONCRETE MIX DESIGNS. A HIGH RANGE WATER REDUCING ADMIXTURE CONFORMING TO ASTM C494 "TYPE F, OR TYPE "G" MAY BE USED IN CONCRETE MIXES PROVIDED THAT THE SLUMP DOES NOT EXCEED 10-INCHES.
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AutoCAD SHX Text CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION WHEREVER PRACTICAL. CONSTRUCTION JOINTS IN BEAMS, JOISTS, AND SLABS SHALL BE LOCATED AT MID-SPAN WITH REINFORCING CONTINUING THROUGH AS IF THE JOINT DID NOT OCCUR. VERTICAL CONSTRUCTION JOINTS IN WALLS SHALL BE LOCATED MIDWAY BETWEEN COLUMNS OR PILASTERS.
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AutoCAD SHX Text SLEEVES, OPENING, CONDUITS, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO PLACING CONCRETE. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE-THIRD THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON-CENTER.
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AutoCAD SHX Text THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR THE LAYOUT OF CONSTRUCTION AND CONTROL JOINTS FOR CONCRETE SLABS-ON-GRADE. THE JOINTS SHALL BE LOCATED AT MAXIMUM 12'-0" ON-CENTER EACH WAY FORMING RECTANGLES WITH A LENGTH TO WIDTH RATIO NOT EXCEEDING 1.5 IN ANY DIRECTION. CONTROL JOINTS SHALL INTERSECT AT COLUMN BLOCKOUTS, AT ENDS OF BEARING WALLS, AND AT ALL RE-ENTRANT CORNERS IN THE SLAB.
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AutoCAD SHX Text ALL BOLTS AND/OR ANCHOR RODS EMBEDDED INTO CONCRETE SHALL CONFORM TO ASTM SPECIFICATION F1554 GRADE 36 UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS.
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AutoCAD SHX Text ANCHOR RODS ARE TO BE LOCATED BY MEANS OF TEMPLATE. ANCHOR RODS SHALL NOT BE HAND SET, OR WET SET.
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AutoCAD SHX Text ANCHOR RODS AND EMBEDDED ITEMS SHALL BE SET IN ACCORDANCE WITH THE AISC CODE OF STANDARD PRACTICE SECTION 7.5.
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AutoCAD SHX Text WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING CONCRETE SURFACE SHALL BE CLEANED AND ROUGHENED TO A MINIMUM 1/4" AMPLITUDE.
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PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE.
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A/E FIRM
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A/E FIRM
AutoCAD SHX Text and Interiors
AutoCAD SHX Text Portland, Oregon
AutoCAD SHX Text FFA Architecture
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ARCHITECT
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ENGINEER
AutoCAD SHX Text FROELICH ENGINEERS, INC. Portland, Oregon
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
AutoCAD SHX Text 6/7/17 10:54 CAD-6 R21 P:\2015\15-T233 (MINIDOKA VISITOR CONTACT )\DRAFTING-STRUCTURAL\CAD\S0.2 GSN2.DWG IMAGES: L:\CAD STANDARD BLOCKS\STAMP\TIM TERICH\T3 ID.JPG;
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GENERAL STRUCTURAL
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NOTES CONTINUED
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AutoCAD SHX Text 128,897
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JM
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DM
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JM
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MINIDOKA NATIONAL HISTORIC SITE
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S0.2
DOUGLAS FIR-LARCH
NO.1
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GENERAL STRUCTURAL NOTES CONTINUED:
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%%UREINFORCING STEEL:
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REINFORCING STEEL SHALL BE DETAILED, FABRICATED, AND PLACED IN ACCORDANCE TO
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ACI 318
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BUILDING CODE
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REQUIREMENTS FOR STRUCTURAL CONCRETE
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AND
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ACI 315
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MANUAL OF STANDARD PRACTICE FOR DETAILING
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REINFORCED CONCRETE STRUCTURES.
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AutoCAD SHX Text ALL REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS AND GRADES UNLESS NOTED
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OTHERWISE ON THE STRUCTURAL DRAWINGS:
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SMOOTH WELDED WIRE FABRIC
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ASTM A185
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ALL OTHER REINFORCEMENT ASTM A615, GRADE 60
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AutoCAD SHX Text REINFORCING STEEL SHALL BE SECURELY TIED IN-PLACE WITH #16 ANNEALED IRON WIRE. BARS IN BEAMS, SLABS, AutoCAD SHX Text AND FOUNDATIONS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS, OR APPROVED METAL CHAIRS, AutoCAD SHX Text
AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP-1.
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AutoCAD SHX Text ALL REINFORCEMENT SHALL BE FREE OF LOOSE MILL AND RUST SCALE, OIL, DIRT, OR COATINGS OF ANY KIND
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THAT REDUCE THE BOND STRENGTH TO THE CONCRETE.
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AutoCAD SHX Text REINFORCEMENT STEEL SHALL NOT BE DISPLACED OR ALTERED FOR THE CONVENIENCE OF OTHER TRADES UNLESS
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APPROVED BY THE CONTRACTING OFFICER.
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AutoCAD SHX Text "WET SETTING" OF REINFORCING STEEL, ANCHOR RODS, EMBEDDED PLATES AND INSERTS IS NOT PERMITTED.
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AutoCAD SHX Text ALL REINFORCEMENT SHALL BE CONTINUOUS WITH ADEQUATE LAP LENGTHS AT SPLICE LOCATIONS.
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AutoCAD SHX Text THE FOLLOWING MINIMUM LAP SPLICE LENGTHS SHALL BE PROVIDED FOR ALL REINFORCING STEEL:
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TYPICAL LAP SPLICE SCHEDULE (IN)
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BAR SIZE
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3,000 PSI
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4,000 PSI
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5,000 PSI
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TOP BARS
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OTHER BARS
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TOP BARS
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OTHER BARS
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TOP BARS
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OTHER BARS
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NOTES:
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AutoCAD SHX Text FOR CENTER-TO-CENTER SPACING LESS THAN FOUR TIMES THE BAR DIAMETER, MULTIPLY THE ABOVE VALUES
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BY A FACTOR OF 1.4.
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AutoCAD SHX Text TABLE VALUES APPLY FOR CLEAR COVER GREATER THAN OR EQUAL TO 1-1/2". CONTACT CONTRACTING
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OFFICER IF CONDITIONS VARY.
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TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BAR.
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VALUES ARE FOR UNCOATED BARS.
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AutoCAD SHX Text THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR ALL REINFORCING STEEL:
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MINIMUM CONCRETE COVER (CAST-IN-PLACE)
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USE
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COVER
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SLAB-ON-GRADE BARS
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PLACE BARS AT MID-DEPTH OF SLAB
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CONCRETE CAST AGAINST EARTH
AutoCAD SHX Text 3"
AutoCAD SHX Text 10.
AutoCAD SHX Text PROVIDE HOOKED FOOTING DOWELS OF THE SAME SIZE AND SPACING AS THE VERTICAL WALL REINFORCEMENT.
AutoCAD SHX Text LAP SPLICE DOWELS TO THE VERTICAL WALL REINFORCEMENT AND TERMINATE WITH STANDARD 90 DEGREE HOOK
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INTO THE FOOTING WITH A MINIMUM 6" EMBEDMENT BELOW THE TOP OF FOOTING.
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SAWN FRAMING LUMBER:
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AutoCAD SHX Text SAWN LUMBER SHALL CONFORM TO THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB) OR THE WESTERN WOODS PRODUCTS ASSOCIATION (WWPA) GRADING RULES.
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UNLESS NOTED OTHERWISE, ALL LUMBER SHALL BE THE SPECIES AND GRADES AS FOLLOWS:
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SAWN LUMBER
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USE
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SPECIES/GRADE
AutoCAD SHX Text Fb (PSI)--BASE VALUE
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LUMBER 2" TO 4" THICK
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DOUGLAS FIR-LARCH NO.2
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AutoCAD SHX Text BEAMS 5"x5" AND GREATER
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DOUGLAS FIR-LARCH NO.1
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POSTS
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T&G DECKING
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DOUGLAS FIR LARCH SELECT DEX
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AutoCAD SHX Text ALL DIMENSIONAL LUMBER AND TIMBERS SHALL BE KILN DRIED AND CERTIFIED IN WRITING BY THE SUPPLIER TO BE LESS THAN 19% MOISTURE CONTENT.
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AutoCAD SHX Text ALL LUMBER IN CONTACT WITH CONCRETE OR CMU SHALL BE PRESERVATIVE TREATED (PT) PER THE AMERICAN WOOD PRESERVERS BUREAU (AWPB) UNLESS AN APPROVED MOISTURE BARRIER IS PROVIDED. ALL PT LUMBER SHALL BEAR THE AWPB QUALITY MARK.
AutoCAD SHX Text 5.
AutoCAD SHX Text CUTTING AND NOTCHING OF JOISTS AND STUDS SHALL CONFORM TO IBC SECTIONS 2308.8.2, 2308.9.10, 2308.10.4.2 AND THE LIMITATIONS AS NOTED ON THE STRUCTURAL DRAWINGS.
AutoCAD SHX Text 6.
AutoCAD SHX Text PROVIDE SOLID LINES OF BLOCKING, SAME DEPTH OF FRAMING MEMBER, AT ALL BEARING POINTS.
AutoCAD SHX Text 7.
AutoCAD SHX Text JOIST BRIDGING SHALL BE REQUIRED WHERE JOISTS HAVE A DEPTH-TO THICKNESS RATIO GREATER THAN 5-TO-1 AND WHERE ONE EDGE IS UNSUPPORTED. JOIST BRIDGING SHALL BE SPACED AT 8'-0" ON CENTER MAXIMUM.
AutoCAD SHX Text
A/E FIRM
AutoCAD SHX Text
A/E FIRM
AutoCAD SHX Text and Interiors
AutoCAD SHX Text Portland, Oregon
AutoCAD SHX Text FFA Architecture
AutoCAD SHX Text
ARCHITECT
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text FROELICH ENGINEERS, INC. Portland, Oregon
AutoCAD SHX Text
WOOD STRUCTURAL PANEL SHEATHING:
AutoCAD SHX Text 1.
AutoCAD SHX Text WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS OF THE "U.S. PRODUCT STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD," THE "U.S. PRODUCT STANDARD PS 2 PERFORMANCE STANDARD FOR WOOD-BASED STRUCTURAL USE PANELS," OR THE "APA PRP-108 PERFORMANCE STANDARDS."
AutoCAD SHX Text 2.
AutoCAD SHX Text UNLESS NOTED OTHERWISE ON THE DRAWINGS, ALL PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING AS FOLLOWS:
AutoCAD SHX Text
WOOD STRUCTURAL PANEL SHEATHING
AutoCAD SHX Text
USE
AutoCAD SHX Text
THICKNESS/RATING
AutoCAD SHX Text
ROOF SHEATHING
AutoCAD SHX Text
15/32"-INDEX 32/16
AutoCAD SHX Text
FLOOR SHEATHING
AutoCAD SHX Text
7/8"-INDEX 60/32
AutoCAD SHX Text
WALL SHEATHING
AutoCAD SHX Text
15/32"-INDEX 32/16
AutoCAD SHX Text 3.
AutoCAD SHX Text ALL FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND END JOINTS SHALL BE STAGGERED.
AutoCAD SHX Text 4.
AutoCAD SHX Text
ROOF SHEATHING SHALL BE BLOCKED, OR HAVE EDGES SUPPORTED BY PLYCLIPS.
AutoCAD SHX Text 5.
AutoCAD SHX Text FLOOR SHEATHING PANELS SHALL BE FIELD GLUED TO THE FRAMING USING ADHESIVES MEETING THE APA SPECIFICATION AFG-01 OR ASTM D3498. TONGUE AND GROOVE PANELS SHALL ALSO BE GLUED AT THE T&G JOINT.
AutoCAD SHX Text 6.
AutoCAD SHX Text SHEAR WALL SHEATHING SHALL BE PLYWOOD OR OSB PANELS CONFORMING TO THE REQUIREMENTS FOR ITS TYPE SPECIFIED IN DOC PS1 OR PS2.
AutoCAD SHX Text 7.
AutoCAD SHX Text SHEAR WALL SHEATHING SHALL BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY AND BE BLOCKED AT ALL PANEL EDGES. SHEET SIZES SHALL BE 4'x8' UNLESS AT BOUNDARIES OR FRAMING CHANGES. REFERENCE PLANS FOR ADDITIONAL REQUIREMENTS.
AutoCAD SHX Text
NAILING AND FASTENERS:
AutoCAD SHX Text 1.
AutoCAD SHX Text ALL FRAMING NAILS SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE DRAWINGS AND CONFORM TO THE "STANDARD SPECIFICATION OF DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES" (ASTM F1667) AND "POWER-DRIVEN STAPLES AND NAILS FOR USE IN ALL TYPES OF BUILDING CONSTRUCTION" (NER 272).
AutoCAD SHX Text 2.
AutoCAD SHX Text
NAILING NOT SHOWN SHALL BE AS INDICATED ON IBC TABLE 2304.9.1, OR NER-272.
AutoCAD SHX Text 3.
AutoCAD SHX Text NAILS SHALL BE IDENTIFIED BY LABELS ATTACHED TO THEIR CONTAINERS, THAT SHOW THE MANUFACTURER'S NAME, NAIL SHANK DIAMETER, AND LENGTH.
AutoCAD SHX Text 4.
AutoCAD SHX Text
NAIL SIZES SHALL BE AS FOLLOWS:
AutoCAD SHX Text
FRAMING NAILS
AutoCAD SHX Text
NAIL TYPE
AutoCAD SHX Text
SHANK DIAMETER (IN)
AutoCAD SHX Text
MINIMUM PENETRATION INTO FRAMING MEMBER (IN)
AutoCAD SHX Text 6d
AutoCAD SHX Text 0.113
AutoCAD SHX Text 1.25
AutoCAD SHX Text 8d
AutoCAD SHX Text 0.131
AutoCAD SHX Text 1.50
AutoCAD SHX Text 10d
AutoCAD SHX Text 0.148
AutoCAD SHX Text 1.625
AutoCAD SHX Text 12d
AutoCAD SHX Text 0.148
AutoCAD SHX Text 1.625
AutoCAD SHX Text 16d
AutoCAD SHX Text 0.148
AutoCAD SHX Text 1.625
AutoCAD SHX Text 5.
AutoCAD SHX Text UNLESS OTHERWISE NOTED ON PLANS, PLYWOOD SHEATHING SHALL BE ATTACHED TO THE FRAMING SUPPORTS AS FOLLOWS:
AutoCAD SHX Text
SHEATHING NAILING
AutoCAD SHX Text
USE
AutoCAD SHX Text
PANEL EDGES
AutoCAD SHX Text
INTERMEDIATE FRAMING MEMBERS
AutoCAD SHX Text
ROOF SHEATHING
AutoCAD SHX Text
0.131" DIA AT 6" OC
AutoCAD SHX Text
0.131" DIA @ 12" OC
AutoCAD SHX Text
FLOOR SHEATHING
AutoCAD SHX Text
0.148" DIA @ 6" OC
AutoCAD SHX Text
0.148" DIA @ 12" OC
AutoCAD SHX Text
WALL SHEATHING
AutoCAD SHX Text
0.131" DIA AT 6" OC
AutoCAD SHX Text
0.131" DIA @ 12" OC
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text A.
AutoCAD SHX Text ALL NAILS SHALL BE COMMON NAILS EXCEPT RING SHANKS SHALL BE USED FOR FASTENING ROOF SHEATHING.
AutoCAD SHX Text 6.
AutoCAD SHX Text BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1-1981. ALL BOLTS AND LAG SCREWS SHALL BE INSTALLED WITH STANDARD CUT WASHERS. ALL A307 BOLTS SHALL HAVE CUT THREADS.
AutoCAD SHX Text 7.
AutoCAD SHX Text PRE-DRILL HOLES FOR LAG BOLTS. SOAP THREADS OF LAGS IMMEDIATELY PRIOR TO INSTALLATION.
AutoCAD SHX Text 8.
AutoCAD SHX Text JOIST HANGERS, HOLDOWNS, AND OTHER FRAMING ACESSORIES SHALL BE MANUFACTURED BY SIMPSON STRONG TIE (OR AN APPROVED EQUAL) AND BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. HARDWARE FASTENERS SHALL BE INSTALLED IN STRICT CONFORMANCE TO THE MANUFACTURER'S REQUIREMENTS. ANY PRODUCT SUBSTITUTIONS TO SIMPSON SHALL MEET OR EXCEED SIMPSON'S PUBLISHED DESIGN CAPACITIES AND MUST HAVE A CURRENT ICC EVALUATION REPORT FOR THE APPLICABLE CODES.
AutoCAD SHX Text 9.
AutoCAD SHX Text HANGERS NOT SHOWN SHALL BE SIMPSON U-TYPE, OR B-TYPE OF THE SIZE RECOMMENDED FOR THE SPECIFIC FRAMING MEMBER SHOWN ON PLAN.
AutoCAD SHX Text 10.
AutoCAD SHX Text FASTENERS IN CONTACT WITH PRESERVATIVE TREATED, OR FIRE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM B695, CLASS 55 MINIMUM.
AutoCAD SHX Text 11.
AutoCAD SHX Text SILLS AT WALLS SHALL BE BOLTED TO CONCRETE WITH 5/8" DIAMETER x 7" EMBED ANCHOR BOLTS AT 4'-0" OC MAXIMUM AND WITHIN 1'-0" OF SILL PLATE ENDS, CORNERS OR SPLICES, UNLESS DETAILED OTHERWISE. WASHERS TO BE MINIMUM 1/4"x3"x3" AS PER IBC 2305.3.11.
AutoCAD SHX Text 12.
AutoCAD SHX Text ALL SILL PLATES AND LEDGERS SHALL BE ANCHORED WITH A MINIMUM OF THREE FASTENERS PER PIECE.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESIGNED:
AutoCAD SHX Text
TECH. REVIEW:
AutoCAD SHX Text
SUB SHEET NO.
AutoCAD SHX Text
PMIS/PKG NO.
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
TITLE OF SHEET
AutoCAD SHX Text 6/7/17 10:54 CAD-6 R21 P:\2015\15-T233 (MINIDOKA VISITOR CONTACT )\DRAFTING-STRUCTURAL\CAD\S0.2 GSN2.DWG IMAGES: L:\CAD STANDARD BLOCKS\STAMP\TIM TERICH\T3 ID.JPG;
AutoCAD SHX Text
GENERAL STRUCTURAL
AutoCAD SHX Text
NOTES CONTINUED
AutoCAD SHX Text
AutoCAD SHX Text 128,897
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
JM
AutoCAD SHX Text
DM
AutoCAD SHX Text
JM
AutoCAD SHX Text 06/07/17
AutoCAD SHX Text
MINIDOKA NATIONAL HISTORIC SITE
AutoCAD SHX Text 159776
S0.3
DATE:
AutoCAD SHX Text
DESIGNED:
AutoCAD SHX Text
TECH. REVIEW:
AutoCAD SHX Text
SUB SHEET NO.
AutoCAD SHX Text
PMIS/PKG NO.
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
TITLE OF SHEET
AutoCAD SHX Text 6/7/17 10:34 CAD-6 R21 P:\2015\15-T233 (MINIDOKA VISITOR CONTACT )\DRAFTING-STRUCTURAL\CAD\S0.4 GSN4.DWG IMAGES: L:\CAD STANDARD BLOCKS\STAMP\TIM TERICH\T3 ID.JPG;
AutoCAD SHX Text S0.4
AutoCAD SHX Text 159776
AutoCAD SHX Text
MINIDOKA NATIONAL HISTORIC SITE
AutoCAD SHX Text 06/07/17
AutoCAD SHX Text
JM
AutoCAD SHX Text
DM
AutoCAD SHX Text
JM
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 128,897
AutoCAD SHX Text
AutoCAD SHX Text
NOTES CONTINUED
AutoCAD SHX Text
GENERAL STRUCTURAL
AutoCAD SHX Text
GENERAL STRUCTURAL NOTES CONTINUED:
AutoCAD SHX Text
GLUED LAMINATED MEMBERS:
AutoCAD SHX Text 1.
AutoCAD SHX Text GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH THE "AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER" (ANSI A190.1), OR OTHER CODE-APPROVED DESIGN, MANUFACTURING AND QUALITY ASSURANCE PROCEEDURES.
AutoCAD SHX Text 2.
AutoCAD SHX Text
ADHESIVE SHALL BE WET-USE EXTERIOR WATERPROOF GLUE.
AutoCAD SHX Text 3.
AutoCAD SHX Text EACH MEMBER SHALL BEAR AN AITC OR APA-EWS INDENTIFICATION MARK OR BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE.
AutoCAD SHX Text 4.
AutoCAD SHX Text ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER THE SHOP OR FIELD.
AutoCAD SHX Text 5.
AutoCAD SHX Text NOTCHING AND/OR BORING OF GLUED LAMINATED MEMBERS (EITHER IN THE SHOP, OR FIELD) IS STRICTLY PROHIBITED UNLESS AS SPECIFICALLY DETAILED IN THE STRUCTURAL DRAWINGS OR APPROVED BY THE CONTRACTING OFFICER.
AutoCAD SHX Text 6.
AutoCAD SHX Text GLUED LAMINATED TIMBER BEAMS SHALL BE WESTERN SPECIES WITH THE FOLLOWING STRENGTH PROPERTIES:
AutoCAD SHX Text
GLUED LAMINATED MEMBERS
AutoCAD SHX Text
COMBINATION SYMBOL (SPECIES)
AutoCAD SHX Text
USE
AutoCAD SHX Text
MODULUS OF ELASTICITY (PSI)
AutoCAD SHX Text
FLEXURAL STRESS (PSI)
AutoCAD SHX Text
HORIZONTAL SHEAR STRESS (PSI)
AutoCAD SHX Text
24F-V4 (DF/DF)
AutoCAD SHX Text
SIMPLE SPAN
AutoCAD SHX Text 1,800,000
AutoCAD SHX Text 2,400
AutoCAD SHX Text
AutoCAD SHX Text
24F-V8 (DF/DF)
AutoCAD SHX Text
CANTILEVERED OR CONTINUOUS
AutoCAD SHX Text 1,800,000
AutoCAD SHX Text 2,400
AutoCAD SHX Text
AutoCAD SHX Text 7.
AutoCAD SHX Text UNEXPOSED GLULAM MEMBERS SHALL BE OF THE FOLLOWING APPEARANCE GRADE(S), UNLESS OTHERWISE NOTED ON PLANS: INDUSTRIAL GRADE.
AutoCAD SHX Text
A/E FIRM
AutoCAD SHX Text
A/E FIRM
AutoCAD SHX Text and Interiors
AutoCAD SHX Text Portland, Oregon
AutoCAD SHX Text FFA Architecture
AutoCAD SHX Text
ARCHITECT
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text FROELICH ENGINEERS, INC. Portland, Oregon
AutoCAD SHX Text
PREMANUFACTURED WOOD TRUSSES:
AutoCAD SHX Text 1.
AutoCAD SHX Text DESIGN OF THE PREMANUFACTURED WOOD ROOF TRUSS SYSTEM SHALL BE THE CONTRACTORS RESPONSIBILITY.
AutoCAD SHX Text 2.
AutoCAD SHX Text DESIGN SHALL CONFORM TO THE PROFILES SHOWN ON THE DRAWINGS AND THE REQUIREMENTS OF IBC SECTION 2303.4 AND THE "DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES", TPI-24 AS PUBLISHED BY THE TRUSS PLATE INSTITUTE.
AutoCAD SHX Text 3.
AutoCAD SHX Text TRUSS DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS TO THE STRUCTURE REQUIRED TO TRANSFER DESIGN LOADS INTO THE STRUCTURAL SYSTEM OF THE BUILDING.
AutoCAD SHX Text 4.
AutoCAD SHX Text MANUFACTURER SHALL DESIGN AND FURNISH ALL WOOD FRAMING CONNECTIONS NECESSARY TO TRANSMIT DESIGN LOADS, INCLUDING SEISMIC AND WIND LOADS, TO THE BEARING AND SHEAR WALL SUPPORTS.
AutoCAD SHX Text 5.
AutoCAD SHX Text THE MANUFACTURER SHALL PROVIDE SHOP DRAWINGS SHOWING LAYOUT AND ANY DETAILING NECESSARY FOR DETERMINING FIT AND PLACEMENT IN THE STRUCTURE.
AutoCAD SHX Text 6.
AutoCAD SHX Text METAL PLATE CONNECTED TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM LOADS AND ANY SNOW DRIFTING/SLIDING SNOW INDICATED ON DRAWINGS:
AutoCAD SHX Text
PREMANUFACTURED WOOD TRUSS LOADING
AutoCAD SHX Text
LOADING TYPE
AutoCAD SHX Text
UNIFORMLY DISTRIBUTED LOAD (PSF)
AutoCAD SHX Text
ROOF LIVE LOAD
AutoCAD SHX Text
AutoCAD SHX Text
ROOF SNOW LOAD
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ROOF DEAD LOAD
AutoCAD SHX Text
TOP CHORD: 8
AutoCAD SHX Text
BOTTOM CHORD: 5
AutoCAD SHX Text
NET WIND UPLIFT
AutoCAD SHX Text
AutoCAD SHX Text 7.
AutoCAD SHX Text CONTRACTOR TO VERIFY ALL WEIGHTS AND LOCATIONS OF CONCENTRATED LOADS DUE TO ROOF TOP MECHANICAL UNITS, MECHANICAL PIPING, ELECTRICAL UNITS, FOLDING PARTITIONS AND OTHER CONCENTRATED LOADS PRIOR TO TRUSS FABRICATION.
AutoCAD SHX Text 8.
AutoCAD SHX Text TRUSS MANUFACTURER SHALL DESIGN ALL DRAG TRUSSES AND DRAG STRUTS FOR THE FOLLOWING:
AutoCAD SHX Text A.
AutoCAD SHX Text
SHEAR LOADS AS INDICATED ON THE PLANS AND NOTES
AutoCAD SHX Text B.
AutoCAD SHX Text DRAG TRUSSES TO COLLECT LOAD ALONG THE TOP CHORD AND TRANSFER TO THE BOTTOM CHORD THROUGH WEB MEMBERS
AutoCAD SHX Text C.
AutoCAD SHX Text ALL TOP AND BOTTOM CHORDS TO HAVE CAPACITY OF TRANSFERING SHEAR LOADS THROUGH SPLICES.
AutoCAD SHX Text 9.
AutoCAD SHX Text THE TRUSS MANUFACTURER SHALL SUBMIT DESIGNS, SHOP DRAWINGS AND CALCULATIONS BEARING THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED FOR REVIEW AND APPROVAL.
AutoCAD SHX Text 10.
AutoCAD SHX Text DEFLECTION OF MEMBERS DUE TO DESIGN LOADS SHALL NOT EXCEED THE FOLLOWING (UNLESS NOTED OTHERWISE):
AutoCAD SHX Text
ROOFS:
AutoCAD SHX Text
LIVE LOAD - 1/240 OF SPAN, TOTAL LOAD - 1/240 OF SPAN
AutoCAD SHX Text 11.
AutoCAD SHX Text
DESIGN, SHOP DRAWINGS AND CALCULATIONS SHALL INCLUDE THE FOLLOWING INFORMATION:
AutoCAD SHX Text A.
AutoCAD SHX Text
DEFLECTION DESIGN CRITERIA
AutoCAD SHX Text B.
AutoCAD SHX Text
LIVE, SNOW, DEAD, WIND, SEISMIC AND MECHANICAL DESIGN LOADS
AutoCAD SHX Text C.
AutoCAD SHX Text
ERECTION AND PLACEMENT CRITERIA
AutoCAD SHX Text D.
AutoCAD SHX Text
DETAILS OF ALL BRIDGING, BRACING, STIFFENERS, BLOCKING AND CONNECTIONS
AutoCAD SHX Text E.
AutoCAD SHX Text
LOCATION AND FRAMING FOR ALL EQUIPMENT LOADS OVER 500 LBS
AutoCAD SHX Text F.
AutoCAD SHX Text
LOCATION AND FRAMING FOR ALL SUSPENDED WALLS AND EQUIPMENT
AutoCAD SHX Text 12.
AutoCAD SHX Text LOWER CHORDS SHALL BE CAMBERED TO PROVIDE FOR DEAD LOAD DEFLECTION AT GYPSUM BOARD CEILINGS.
AutoCAD SHX Text 13.
DO NOT NOTCH OR DRILL TRUSS MEMBERS WITH OUT APPROVAL OF THE TRUSS MANUFACTURER AND THEIR ENGINEER.
X
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESIGNED:
AutoCAD SHX Text
TECH. REVIEW:
AutoCAD SHX Text
SUB SHEET NO.
AutoCAD SHX Text
PMIS/PKG NO.
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
TITLE OF SHEET
AutoCAD SHX Text 6/7/17 10:54 CAD-6 R21 P:\2015\15-T233 (MINIDOKA VISITOR CONTACT )\DRAFTING-STRUCTURAL\CAD\S0.2 GSN2.DWG IMAGES: L:\CAD STANDARD BLOCKS\STAMP\TIM TERICH\T3 ID.JPG;
AutoCAD SHX Text S0.5
AutoCAD SHX Text 159776
AutoCAD SHX Text
MINIDOKA NATIONAL HISTORIC SITE
AutoCAD SHX Text 06/07/17
AutoCAD SHX Text
JM
AutoCAD SHX Text
DM
AutoCAD SHX Text
JM
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 128,897
AutoCAD SHX Text
AutoCAD SHX Text
INSPECTIONS
AutoCAD SHX Text
STATEMENT OF SPECIAL
AutoCAD SHX Text
STATEMENT OF SPECIAL INSPECTIONS:
AutoCAD SHX Text
TABLE 1
AutoCAD SHX Text
REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS
AutoCAD SHX Text SYSTEM or MATERIAL
AutoCAD SHX Text
INSPECTION
AutoCAD SHX Text
REMARKS
AutoCAD SHX Text
IBC CODE REFERENCE
AutoCAD SHX Text CODE or STANDARD REFERENCE
AutoCAD SHX Text
FREQUENCY
AutoCAD SHX Text
CONTINUOUS
AutoCAD SHX Text
PERIODIC
AutoCAD SHX Text
SOILS
AutoCAD SHX Text
GEOTECHNICAL INVESTIGATIONS
AutoCAD SHX Text
TABLE 1705.6 1803
AutoCAD SHX Text X
AutoCAD SHX Text GEOTECHNICAL INVESTIGATION SHALL INCLUDE ITEMS OF SPECIAL INSPECTION AND TESTING AS NOTED IN TABLE 5 OF THE GUIDELINES
AutoCAD SHX Text
PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS
AutoCAD SHX Text
TABLE 1705.6 1803.5.1
AutoCAD SHX Text X
AutoCAD SHX Text
TESTING OF COMPACTED FILL MATERIALS (REFERENCE TABLE 5)
AutoCAD SHX Text
TABLE 2
AutoCAD SHX Text
REQUIRED STRUCTURAL SPECIAL INSPECTIONS
AutoCAD SHX Text SYSTEM or MATERIAL
AutoCAD SHX Text
INSPECTION
AutoCAD SHX Text
REMARKS
AutoCAD SHX Text
IBC CODE REFERENCE
AutoCAD SHX Text CODE or STANDARD REFERENCE
AutoCAD SHX Text
FREQUENCY
AutoCAD SHX Text
CONTINUOUS
AutoCAD SHX Text
PERIODIC
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE
AutoCAD SHX Text
1909.1 TABLE 1705.3
AutoCAD SHX Text
ACI 318: 3.8.6, 8.1.3, 21.1.8
AutoCAD SHX Text X
AutoCAD SHX Text SPECIAL INSPECTIONS APPLY TO ANCHOR PRODUCT NAME, TYPE, AND DIMENSIONS, HOLE DIMENSIONS, COMPLIANCE WITH DRILL BIT REQUIREMENTS, CLEANLINESS OF THE HOLE AND ANCHOR, ADHESIVE EXPIRATION DATE, ANCHOR/ADHESIVE INSTALLATION, ANCHOR EMBEDMENT, AND TIGHTENING TORQUE
AutoCAD SHX Text
REINFORCING STEEL
AutoCAD SHX Text
1705.3 1910.4 1901.3.2
AutoCAD SHX Text
ACI 318: 3.5 ACI 318: 7.1-7.7
AutoCAD SHX Text X
AutoCAD SHX Text TOLERANCES AND REINFORCING PLACEMENT PER ACI 7.5; SPACING LIMITS FOR REINFORCING ACI 7.6 PROTECTION OF REINFORCEMENT PER ACI 7.7
AutoCAD SHX Text
VERIFYING USE OF REQUIRED MIX DESIGN(S)
AutoCAD SHX Text
TABLE 1705.3 1904 1904.2 1910.2 1910.3
AutoCAD SHX Text
ACI 318: CHAPTER 4 ACI 318: 5.2-5.4
AutoCAD SHX Text X
AutoCAD SHX Text
CONCRETE PLACEMENT
AutoCAD SHX Text
TABLE 1705.3
AutoCAD SHX Text
ACI 318: 1.3.2.D ACI 318: 5.9 - 5.10
AutoCAD SHX Text X
AutoCAD SHX Text
VERIFICATION OF FORMWORK
AutoCAD SHX Text
TABLE 1705.3
AutoCAD SHX Text
ACI 318: 6.1.1
AutoCAD SHX Text X
AutoCAD SHX Text SPECIAL INSPECTIONS APPLY TO SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED
AutoCAD SHX Text
WOOD
AutoCAD SHX Text
FABRICATION OF PREFABRICATED STRUCTURAL ELEMENTS
AutoCAD SHX Text 1705.5
AutoCAD SHX Text
REFER TO INSPECTION OF FABRICATOR REQUIREMENTS
AutoCAD SHX Text
PREFABRICATED WOOD SHEAR PANELS
AutoCAD SHX Text
1705.5 1704.2.5
AutoCAD SHX Text
ICC EVALUATION REPORT
AutoCAD SHX Text SPECIAL INSPECTIONS APPLY TO HOLDOWN ANCHOR SIZE AND PLACEMENT, INCLUDING EMBEDMENT LENGTH, SPACING, AND EDGE DISTANCE
AutoCAD SHX Text
A/E FIRM
AutoCAD SHX Text
A/E FIRM
AutoCAD SHX Text and Interiors
AutoCAD SHX Text Portland, Oregon
AutoCAD SHX Text FFA Architecture
AutoCAD SHX Text
ARCHITECT
AutoCAD SHX Text
ENGINEER
FROELICH ENGINEERS, INC. Portland, Oregon
SCALE OF INCHES
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FULL SCALE
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESIGNED:
AutoCAD SHX Text
TECH. REVIEW:
AutoCAD SHX Text
SUB SHEET NO.
AutoCAD SHX Text
PMIS/PKG NO.
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
TITLE OF SHEET
AutoCAD SHX Text 6/7/17 10:54 CAD-6 R21 P:\2015\15-T233 (MINIDOKA VISITOR CONTACT )\DRAFTING-STRUCTURAL\CAD\S0.2 GSN2.DWG IMAGES: L:\CAD STANDARD BLOCKS\STAMP\TIM TERICH\T3 ID.JPG;
AutoCAD SHX Text S0.6
AutoCAD SHX Text 159776
AutoCAD SHX Text
MINIDOKA NATIONAL HISTORIC SITE
AutoCAD SHX Text 03/17/16
AutoCAD SHX Text
JM
AutoCAD SHX Text
DM
AutoCAD SHX Text
JM
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 128,897
AutoCAD SHX Text
AutoCAD SHX Text
INSPECTIONS
AutoCAD SHX Text
STATMENT OF SPECIAL
AutoCAD SHX Text
STATEMENT OF SPECTIAL INSPECTION:
AutoCAD SHX Text
A/E FIRM
AutoCAD SHX Text
A/E FIRM
AutoCAD SHX Text and Interiors
AutoCAD SHX Text Portland, Oregon
AutoCAD SHX Text FFA Architecture
AutoCAD SHX Text
ARCHITECT
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text FROELICH ENGINEERS, INC. Portland, Oregon
AutoCAD SHX Text
TABLE 5
AutoCAD SHX Text
REQUIRED TESTING FOR SPECIAL INSPECTIONS
AutoCAD SHX Text SYSTEM or MATERIAL
AutoCAD SHX Text
TESTING
AutoCAD SHX Text
REMARKS
AutoCAD SHX Text
IBC CODE REFERENCE
AutoCAD SHX Text CODE or STANDARD REFERENCE
AutoCAD SHX Text
FREQUENCY
AutoCAD SHX Text
CONTINUOUS
AutoCAD SHX Text
PERIODIC
AutoCAD SHX Text
GEOTECHNICAL
AutoCAD SHX Text
TESTING OF COMPACTED FILL MATERIALS
AutoCAD SHX Text
AutoCAD SHX Text
MATERIAL VERIFICATION
AutoCAD SHX Text
VARIES; CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS
AutoCAD SHX Text X
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE
AutoCAD SHX Text
TABLE 1705.3
AutoCAD SHX Text
ASTM C 172 ASTM C 31 ACI 318: 5.6, 5.8
AutoCAD SHX Text X
AutoCAD SHX Text FABRICATE SPECIMENS AT TIME FRESH CONCRETE IS PLACED ONCE EACH DAY FOR A GIVEN CLASS OF CONCRETE, OR LESS THAN ONCE FOR EACH 150 YDS OF CONCRETE, OR LESS THAN ONCE FOR EACH 5,000 FT2 OF SURFACE AREA FOR SLABS/WALLS. ONCE EACH SHIFT FROM IN-PLACE WORK OR FROM TEST PANEL AND MINIMUM ONE SPECIMEN FOR EACH 50 CUBIC YARDS. "PRECONSTRUCTION TESTS AS REQUIRED PER THE BUILDING OFFICIAL."
AutoCAD SHX Text
CONCRETE STRENGTH
AutoCAD SHX Text
TABLE 1705.3
AutoCAD SHX Text
ASTM C39
AutoCAD SHX Text X
AutoCAD SHX Text
CONCRETE SLUMP
AutoCAD SHX Text
TABLE 1705.3
AutoCAD SHX Text
ASTM C143
AutoCAD SHX Text X
AutoCAD SHX Text
CONCRETE AIR CONTENT
AutoCAD SHX Text
ASTM C231
AutoCAD SHX Text X
AutoCAD SHX Text
CONCRETE TEMPERATURE
AutoCAD SHX Text
ASTM C1064
LEGEND:
AutoCAD SHX Text INDICATES (N) WOOD SHEAR WALL. FRAMING TO BE 2x STUDS @ 1'-4" OC, TYPICAL UNLESS NOTED OTHERWISE.
AutoCAD SHX Text
INDICATES (E) WOOD POST.
AutoCAD SHX Text
INDICATES (N) WOOD POST.
AutoCAD SHX Text
INDICATES EXISTING STRUCTURE.
AutoCAD SHX Text
INDICATES (N) FOUNDATION.
AutoCAD SHX Text
INDICATES (E) WOOD FRAMED WALL.
AutoCAD SHX Text INDICATES (E) WOOD FRAMED WALL WITH (N) WOOD STRUCTURAL PANEL SHEATHING IN ACCORDANCE WITH 1/S7.5.
AutoCAD SHX Text INDICATES (N) LOAD BEARING WALL. FRAMING TO BE 2x STUDS @ 1'-4" OC, TYPICAL UNLESS NOTED OTHERWISE. REF 1/S7.1 FOR TOP PLATE SPLICE.
AutoCAD SHX Text
NEW
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
AutoCAD SHX Text
EL 0'-0"
AutoCAD SHX Text (-2.00')
AutoCAD SHX Text
AutoCAD SHX Text (-2.00')
AutoCAD SHX Text
AutoCAD SHX Text (-2.00')
AutoCAD SHX Text
AutoCAD SHX Text (-2.00')
AutoCAD SHX Text
AutoCAD SHX Text (-2.00')
AutoCAD SHX Text
AutoCAD SHX Text (-2.00')
AutoCAD SHX Text C
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text (-2.00')
AutoCAD SHX Text
AutoCAD SHX Text S5.1
AutoCAD SHX Text
AutoCAD SHX Text S5.1
AutoCAD SHX Text
SIM
AutoCAD SHX Text
TYP
AutoCAD SHX Text
AutoCAD SHX Text S5.1
AutoCAD SHX Text
TYP
AutoCAD SHX Text
AutoCAD SHX Text S5.1
AutoCAD SHX Text
TYP
AutoCAD SHX Text
SLAB ON GRADE CONTROL JOINTS REF 1/S5.1, TYP
AutoCAD SHX Text
AutoCAD SHX Text S5.1
AutoCAD SHX Text
TYP
AutoCAD SHX Text
AutoCAD SHX Text (-2.00')
AutoCAD SHX Text
5" SLAB ON GRADE W/ #4 @ 16" OC EACH WAY
AutoCAD SHX Text
AutoCAD SHX Text S5.1
AutoCAD SHX Text
SIM
AutoCAD SHX Text
AutoCAD SHX Text S5.1
AutoCAD SHX Text
SIM
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text 8x8 POST
AutoCAD SHX Text 8x8 POST
AutoCAD SHX Text
AutoCAD SHX Text S5.1
AutoCAD SHX Text
TYP
AutoCAD SHX Text
AutoCAD SHX Text (-2.00')
AutoCAD SHX Text
AutoCAD SHX Text (-2.00')
AutoCAD SHX Text
AutoCAD SHX Text S5.1
AutoCAD SHX Text
TYP
AutoCAD SHX Text 8x8 POST
AutoCAD SHX Text B
AutoCAD SHX Text
AutoCAD SHX Text 8x8 POST
AutoCAD SHX Text
AutoCAD SHX Text (-2.00')
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text S5.1
AutoCAD SHX Text
TYP
AutoCAD SHX Text B
AutoCAD SHX Text
AutoCAD SHX Text 8x8 POST
AutoCAD SHX Text
AutoCAD SHX Text (-2.00')
AutoCAD SHX Text 8x8 POST
AutoCAD SHX Text 8x8 POST
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text (-2.00')
AutoCAD SHX Text
AutoCAD SHX Text (-2.00')
AutoCAD SHX Text
AutoCAD SHX Text (-2.00')
AutoCAD SHX Text INDICATES TOP SLAB ELEVATION. REFERENCE ELEVATION OF 0'-0" CORRESPONDS TO A PROJECT SURVEY ELEVATION OF 3970.00'. INDICATES FOOTING TYPE. REF FOOTING SCHEDULE. INDICATES BOTTOM OF FOOTING ELEVATION. INDICATES SHEAR WALL TYPE. REF 2/S7.5 INDICATES HOLDOWN TYPE. REF 1/S7.6 AND 3/S7.5.
AutoCAD SHX Text
EL 0'-0"
AutoCAD SHX Text X
AutoCAD SHX Text
(-X.XX')
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text (-2.00')
AutoCAD SHX Text
AutoCAD SHX Text S5.1
AutoCAD SHX Text
TYP
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text (-2.00')
AutoCAD SHX Text 8x8 POST
AutoCAD SHX Text 8x8 POST
AutoCAD SHX Text 8x8 POST
AutoCAD SHX Text 8x8 POST
AutoCAD SHX Text
(E) WALL SILL PLATE TO WALL SILL PLATE TO BE REPLACED WITH PT 2x6 TYP.
AutoCAD SHX Text
ASSUME REPLACEMENT OF 15% OF ALL (E) WALL FRAMING
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text 3/8"
AutoCAD SHX Text
SLAB RECESS THIS AREA
AutoCAD SHX Text 3/8"
AutoCAD SHX Text
SLAB RECESS THIS AREA
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text (-2.00')
AutoCAD SHX Text
AutoCAD SHX Text (-2.00')
AutoCAD SHX Text (-2.00')
AutoCAD SHX Text 8x8 POST
AutoCAD SHX Text (-2.00')
AutoCAD SHX Text
AutoCAD SHX Text (-2.00')
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text (-2.00')
AutoCAD SHX Text
AutoCAD SHX Text S7.5
AutoCAD SHX Text
TYP
AutoCAD SHX Text
9" CONC CURB REF ARCH
AutoCAD SHX Text
AutoCAD SHX Text S7.5
AutoCAD SHX Text
TYP
AutoCAD SHX Text
AutoCAD SHX Text S7.5
AutoCAD SHX Text
TYP
AutoCAD SHX Text
AutoCAD SHX Text S7.6
AutoCAD SHX Text
TYP
AutoCAD SHX Text
7" CONC CURB REF ARCH
AutoCAD SHX Text
AutoCAD SHX Text S7.5
AutoCAD SHX Text
TYP
AutoCAD SHX Text
7" CONC CURB REF ARCH
AutoCAD SHX Text
AutoCAD SHX Text S5.1
AutoCAD SHX Text
AutoCAD SHX Text S1.2
AutoCAD SHX Text
ABV
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text (-2.00')
AutoCAD SHX Text (-2.00')
AutoCAD SHX Text (-2.00')
AutoCAD SHX Text
AutoCAD SHX Text (-2.00')
AutoCAD SHX Text
AutoCAD SHX Text (-2.00')
AutoCAD SHX Text HSS2.875x0.25
AutoCAD SHX Text HSS2.875x0.25
AutoCAD SHX Text HSS2.875x0.25
AutoCAD SHX Text
AutoCAD SHX Text S5.1
AutoCAD SHX Text
AutoCAD SHX Text S5.1
AutoCAD SHX Text
AutoCAD SHX Text S5.1
AutoCAD SHX Text
AutoCAD SHX Text S1.2
AutoCAD SHX Text
ABV
AutoCAD SHX Text 3/8"
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESIGNED:
AutoCAD SHX Text
TECH. REVIEW:
AutoCAD SHX Text
SUB SHEET NO.
AutoCAD SHX Text
PMIS/PKG NO.
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
TITLE OF SHEET
AutoCAD SHX Text 6/7/17 10:54 CAD-6 R21 P:\2015\15-T233 (MINIDOKA VISITOR CONTACT )\DRAFTING-STRUCTURAL\CAD\S0.2 GSN2.DWG IMAGES: L:\CAD STANDARD BLOCKS\STAMP\TIM TERICH\T3 ID.JPG;
AutoCAD SHX Text S1.1
AutoCAD SHX Text 159776
AutoCAD SHX Text
MINIDOKA NATIONAL HISTORIC SITE
AutoCAD SHX Text 06/07/17
AutoCAD SHX Text
JM
AutoCAD SHX Text
DM
AutoCAD SHX Text
JM
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 128,897
AutoCAD SHX Text
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
FIRST FLOOR FOUNDATION
AutoCAD SHX Text
A/E FIRM
AutoCAD SHX Text
A/E FIRM
AutoCAD SHX Text and Interiors
AutoCAD SHX Text Portland, Oregon
AutoCAD SHX Text FFA Architecture
AutoCAD SHX Text
ARCHITECT
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text FROELICH ENGINEERS, INC. Portland, Oregon
AutoCAD SHX Text
FIRST FLOOR FOUNDATION PLAN
AutoCAD SHX Text
AutoCAD SHX Text S1.1
AutoCAD SHX Text
SCALE
AutoCAD SHX Text A
AutoCAD SHX Text
FOUNDATION PLAN NOTES
AutoCAD SHX Text A
AutoCAD SHX Text
VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS.
AutoCAD SHX Text B
AutoCAD SHX Text DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNTERED, NOTIFY THE CONTRACTING OFFICER FOR CLARIFICATION IN A TIMELY MANNER.
AutoCAD SHX Text C
AutoCAD SHX Text ALL NEW FOOTINGS AND SLAB-ON-GRADE SHALL BE FOUNDED PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. REFERENCE REPORT BY GEODESIGN DATED APRIL 8, 2015..
AutoCAD SHX Text D
AutoCAD SHX Text THE CONTRACTOR SHALL LAYOUT CONCRETE SLAB CONTROL JOINTS IN ACCORDANCE WITH THE CRITERIA IN THE "CONCRETE" SECTION OF THE GENERAL STRUCTURAL NOTES AND DETAIL 1/S5.1. THE CONTRACTOR SHALL SUBMIT A CONTROL JOINT PLAN TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL AT LEAST (10) BUSINESS DAYS PRIOR TO SLAB POUR.
AutoCAD SHX Text E
AutoCAD SHX Text REFERENCE THE ARCHITECTURAL DRAWINGS FOR TOP OF SLAB ELEVATIONS AND LOCATIONS WHERE CHANGES IN SLAB ELEVATION OCCUR.
AutoCAD SHX Text F
AutoCAD SHX Text ANCHOR BOLTS AND PLATE WASHERS AT NEW WOOD SHEAR WALLS SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS INDICATED IN DETAIL 4/S7.5.
AutoCAD SHX Text G
AutoCAD SHX Text REINFORCING BARS AT CORNERS AND INTERSECTIONS OF NEW FOUNDATIONS SHALL BE PROVIDED AND MUST BE EQUAL IN SIZE, NUMBER AND SPACING TO HORIZONTAL REINFORCING.
AutoCAD SHX Text H
AutoCAD SHX Text FOR NEW WOOD SHEAR WALLS: WHERE A SHEAR WALL HOLDOWN OCCURS ADJACENT TO AN OPENING, PROVIDE THE GREATER OF THE KING STUD OR HOLDOWN POST AT THE KING STUD LOCATION. NAIL THE TRIMMER STUD TO THE KING STUD OR HOLDOWN POST WITH (2) 0.148" DIA x 3" AT 12" OC.
AutoCAD SHX Text I
AutoCAD SHX Text FOR NEW WOOD WALLS REFERENCE DETAIL 1/S7.2 FOR TYPICAL HEADER CONSTRUCTION AT ALL WINDOW AND DOOR OPENINGS, TYPICAL UNLESS NOTED OTHERWISE.
AutoCAD SHX Text J
AutoCAD SHX Text IN ACCORDANCE WITH THE REQUIREMENTS OF THE "SUBMITTAL" SECTION OF SHEET S0.2, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS INDICATING HOLDOWN ANCHOR BOLT LAYOUT OCCURRING AT NEW FOUNDATIONS.
AutoCAD SHX Text K
AutoCAD SHX Text
REFERENCE DETAIL 2/S7.1 FOR ALLOWABLE HOLES AND NOTCHES IN WOOD FRAMING.
AutoCAD SHX Text L
AutoCAD SHX Text REFERENCE DETAIL 3/S7.1 FOR WALL FRAMING AT CORNERS AND INTERSECTIONS, TYPICAL UNLESS NOTED OTHERWISE.
AutoCAD SHX Text M
AutoCAD SHX Text
REFERENCE DETAIL 1 & 2/S7.3 FOR TYPICAL REPAIR PROCEDURE OF (E) ROTTED TIMBERS.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE OF FEET
AutoCAD SHX Text 3/16" = 1'-0"
AutoCAD SHX Text
SCALE
AutoCAD SHX Text A
AutoCAD SHX Text
FOOTING SCHEDULE
AutoCAD SHX Text
MARK
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
REINFORCING
AutoCAD SHX Text
AutoCAD SHX Text 1'-6" WIDE x 1'-0" THICK x CONT
AutoCAD SHX Text
(3) #5 LONGITUDINAL
AutoCAD SHX Text
#5 @ 24" OC TRANSVERSE
AutoCAD SHX Text
AutoCAD SHX Text 2'-6" WIDE x 1'-0" THICK x CONT
AutoCAD SHX Text
(4) #5 LONGITUDINAL
AutoCAD SHX Text
#5 @ 12" OC TRANSVERSE
AutoCAD SHX Text
AutoCAD SHX Text 2'-0" x 2'-0" x 1'-0"
(3) #5 EACH WAY
AutoCAD SHX Text INDICATES SPAN DIRECTION OF (N) 7/8" WOOD STRUCTURAL PANEL SHEATHING. REFERENCE THE SHEATHING SECTION OF S0.3 AND 2/S7.2 FOR ADDITIONAL INFORMATION.
AutoCAD SHX Text
INDICATES (N) WOOD FRAMED WALL BELOW.
AutoCAD SHX Text
INDICATES (N) WOOD ROOF FRAMING
AutoCAD SHX Text D-1
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text 2x8 @ 16" OC
AutoCAD SHX Text GL 5 1/8x10 1/2
AutoCAD SHX Text GL 5 1/8x12
AutoCAD SHX Text
AutoCAD SHX Text S7.2
AutoCAD SHX Text GL 5 1/8x9
AutoCAD SHX Text 2x10 @ 16" OC
AutoCAD SHX Text 2x10 @ 12" OC
AutoCAD SHX Text 2x10 @ 16" OC
AutoCAD SHX Text
AutoCAD SHX Text S7.2
AutoCAD SHX Text
AutoCAD SHX Text S7.2
AutoCAD SHX Text DBL 2x10 AT OPENING (2) SIDES
AutoCAD SHX Text 2x10 @ 12" OC
AutoCAD SHX Text
AutoCAD SHX Text S7.2
AutoCAD SHX Text
AutoCAD SHX Text S7.2
AutoCAD SHX Text
AutoCAD SHX Text S7.2
AutoCAD SHX Text
AutoCAD SHX Text S7.2
AutoCAD SHX Text
(N) HEADER REF 1/S7.2
AutoCAD SHX Text D-1
AutoCAD SHX Text D-1
AutoCAD SHX Text D-1
AutoCAD SHX Text GL 5 1/8x9
AutoCAD SHX Text HSS7X3x1/4
AutoCAD SHX Text HSS7X3x1/4
AutoCAD SHX Text HSS7X3x1/4
AutoCAD SHX Text HSS7X3x1/4
AutoCAD SHX Text
AutoCAD SHX Text S7.6
AutoCAD SHX Text
AutoCAD SHX Text S7.6
AutoCAD SHX Text
AutoCAD SHX Text S7.6
AutoCAD SHX Text
TYP
AutoCAD SHX Text D-1
AutoCAD SHX Text 2x8 @ 16" OC
AutoCAD SHX Text 2x6 @ 16" OC TYP
AutoCAD SHX Text D-1
AutoCAD SHX Text 2x6 LEDGER WITH (3) SDS25312 SCREWS EACH STUD
AutoCAD SHX Text 2x6 RIM TYP
AutoCAD SHX Text
DBL JOIST EACH EDGE OF OPENING
AutoCAD SHX Text
DBL JOIST UNDER WINDOW
AutoCAD SHX Text 4x6 HEADER BELOW, REF 1/S7.2 SIM
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESIGNED:
AutoCAD SHX Text
TECH. REVIEW:
AutoCAD SHX Text
SUB SHEET NO.
AutoCAD SHX Text
PMIS/PKG NO.
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
TITLE OF SHEET
AutoCAD SHX Text 6/7/17 10:54 CAD-6 R21 P:\2015\15-T233 (MINIDOKA VISITOR CONTACT )\DRAFTING-STRUCTURAL\CAD\S0.2 GSN2.DWG IMAGES: L:\CAD STANDARD BLOCKS\STAMP\TIM TERICH\T3 ID.JPG;
AutoCAD SHX Text S1.2
AutoCAD SHX Text 159776
AutoCAD SHX Text
MINIDOKA NATIONAL HISTORIC SITE
Aut…
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