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_ DESIGN CRITERIA REINFORCING STEEL DIMENSIONAL LUMBER GLU-LAMINATED MEMBERS ABBREVIATIONS.
<br /> A.BOLT ANCHOR BOLT g 1,8 w
<br /> CODE: INTERNATIONAL RESIDENTIAL CODE-2015 EDITION 1. REFERENCE STANDARDS: ACI"DETAIL MANUAL"AND CRSI MANUAL OF STANDARD 1. MEET THE REQUIREMENTS OF PS 20-70 AND NATIONAL GRADING RULES FOR 1. GLU-LAMINATED WOOD MEMBERS ARE TO BE DOUGLAS FIR,KILN DRIED AND AITC A.F.F ABOVE FINISH FLOOR -a
<br /> ENGINEERED DESIGN PER IBC 2015(R301.1.3) PRACTICE. SOFTWOOD DIMENSIONAL LUMBER.ALL MEMBERS ARE 70 BEAR THE STAMP OF THE SPECIFICATION 24F-V4,UNLESS NOTED OTHERWISE.BEAMS ARE HAVE A 2,000 FT ALT ALTERNATE 8 o'a
<br /> WWPA. MOISTURE CONTENT Ai THE TIME OF FRAMING IS TO BE 19%OR LESS. RADIUS CAMBER, UNLESS NOTED OTHERWISE. APPROX APPROXIMATE m
<br /> ROOF.' 25 PSF 2. MATERIALS: BM BEAM
<br /> FLOORS: A.REINFORCING STEEL: ASTM A615, GRADE 40 FOR 14 AND SMALLER 2. MINIMUM DIMENSIONAL LUMBER GRADES ARE TO BE: 2. MATERIALS MUST BE OBTAINED FROM AN AIiC APPROVED FABRICATOR AND BEAR B.O.O. BOTTOM OF OPENING Z c o
<br /> RESIDENTIAL 40 PSF ASTM A615, GRADE 60 FOR 15 AND LARGER WALL STUDS 2x HF STUD GRADE THE AITC STAMP. BTM BOTTOM o w
<br /> BRG BEARING to
<br /> DECK 60 PSF B.WELDED WIRE REINFORCING: ASTM A82 AND A185,F 75 KSI WALL PLATES 2x HF STANDARD GRADE 5
<br /> Y-- BTW BETWEEN w ^
<br /> WIND: 2x Pi HF STANDARD GRADE Ai FOUNDATION 3. THE GLUE IS TO BE A"WET-USE"ADHESIVE. CLR CLEAR o: _ a
<br /> BASIC WiND SPEED 110 MPH 3. LAP CONTINUOUS REINFORCING BARS 48 BAR DIAMETERS,UNLESS NOTED OTHERWISE. JOISTS 24 DF STUD GRADE CMU CONCRETE MASONRY UNIT
<br /> EXPOSURE B PROVIDE CORNER BARS FOR ALL HORIZONTAL REINFORCEMENT, 2x8 AND UP OF#2 4. WEATHER EXPOSED GLU-LAMINATED WOOD MEMBERS ARE TO BE TREATED WiTH CONC CONCRETE
<br /> SEISMIC: HEADERS/BEAMS 4x, 6x DF 12 PERMAPOST K-520 TREATMENT OR EQUIVALENT, COND CONDITION 25
<br /> SPECTRAL RESPONSE ACCELERATION,Ss 1.341 4. REINFORCEMENT COVER: POSTS 4x, 6x DF#2 CONN CONNECTION LL
<br /> SPECTRAL RESPONSE ACCELERATION,S1 0.510 FOOTINGS 3 INCHES TO EARTH CONST CONSTRUCTION <f o
<br /> SPECTRAL RESPONSE ACCELERATION,Sds 0.894 2 INCHES TO FORMED SURFACE 3. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED LUMBER, MANUFACTURED LUMBER CONT CONTINUOUS g es 0;IA DIAMETER 5 8
<br /> o ,F
<br /> SPECTRAL RESPONSE ACCELERATION, Sd1 0.510 SLABS 2 INCHES TO EARTH NAILS AND PLATE WASHERS IN CONTACT WITH TREATED LUMBER SHALL BE Di w
<br /> DIM DIMENSION <
<br /> SOIL SITE CLASS.Fa 1.000 HOT-DIPPED GALVANIZED.ANCHOR BOLTS ARE NOT REQUIRED TO BE HOT-DIPPED 1. PARALLEL STRAND LUMBER(PSL)IS TO BE 2.0E PARALLAM MANUFACTURED BY TRUSDL DEAD
<br /> o < o
<br /> SOIL SITE CLASS,Fv 1.500 FORMED SURFACE: GALVANIZED. JOIST OR ENGINEER APPROVED EQUAL. EA EACH LOAD m
<br /> RESPONSE MODIFICATION FACTOR 6Ys(WOOD SHEATHED WALLS) EXTERIOR FACE 1Ys INCHES,#5 BAR AND SMALLER EF EACH FACE s
<br /> IBC SOIL SITE CLASSIFICATION D 2 INCHES,p6 BAR AND LARGER 4. FOUNDATION SILL PLATES ARE iO BE BOLTED 70 THE CONCRETE FOUNDATION WITH 2. LAMINATED VENEER LUMBER(LVL)IS iO BE 1.9E MICROLLAM MANUFACTURED BY TRUS ELEV ELEVATION <
<br /> INTERIOR FACE -INCHES FOR SLABS AND WALLS %s"m ANCHOR BOLTS EMBED A MINIMUM 7"OR h"0 MECHANICAL ANCHORS EMBED AS JOIST OR ENGINEER APPROVED EQUAL. EN EDGE NAILING
<br /> 1Y INCHES FOR BEAMS AND COLUMNS SPECIFIED ON DRAWINGS.PROVIDE A MINIMUM OF TWO BOLTS PER PLATE SECTION A EQ EQUAL d
<br /> GENERAL CONDITIONS MAXIMUM of 9"FROM THE PLATE END. MAXIMUM SPACING OF ANCHORS IS TO BE 3. LAMINATED STRAND LUMBER(LSL)IS iO BE: EQUIP EQUIPMENT Z
<br /> ES EACH
<br /> UST
<br /> 1. THE CONTRACTOR SHALL VERIFY AND REVIEW ALL ITEMS WITHIN THE DRAWINGS PRIOR CONCRETE OR MASONRY ANCHORS MPROVIDE 0.229"x3"SQ. WASHERS AT ALL ANCHOR BOLTS. WASHER EDGES 1Y2 WiLST,1.3E OR BETTER EXIST EXISTING E
<br /> MUST BE WITHIN Y2"OF WALL SHEATHING, • 3Y�"WIDE LST,1.55E OR BETTER FD FLOOR DRAIN $
<br /> iO PROCEEDING WITH THE WORK.NOTIFY THE ENGINEER/ARCHITECT IMMEDIATELY WITH MANUFACTURED BY iLEVEL OR ENGINEER APPROVED EQUAL. FDN FOUNDATION W <
<br /> ANY DISCREPANCIES. 1. MECHANICAL ANCHORS ARE TO BE EITHER HILTI KWIK BOLT-TZ ANCHORS,SIMPSON
<br /> 5. SHOT PIN ARE TO BE SIMPSON SILL PLATE FASTENERS OR APPROVED ALTERNATE. FF FINISH FLOOR „r
<br /> E
<br /> STRONG-BOLT OR SIMPSON TITEN HD ANCHORS.ANCHOR SIZE AND EMBEDMENT IS AS SHOT PIN SIZES ARE AS FOLLOWS. 4. MANUFACTURED I-JOISTS ARE TO BE TJI SERIES MEMBERS AND SPECIFIED IN THE FG FINISH GRADE 3 m N v$
<br /> 2. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK, THE SPECIFIED ON THE DRAWWOS OR IN THE FIELD. FLFR FLUSH FRAMED - ° c
<br /> DRAWNGS MANUFACTURED BY TRUS JOIST OR ENGINEER APPROVED EQUAL. t `m
<br /> CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK. FLR FLOOR
<br /> 2. EPDXY FOR THREADED RODS OR REBAR INTO CONCRETE OR SOLID MASONRY IS i0 FT FEET m m LL m
<br /> 3. DIMENSIONS ARE NOT TO BE SCALED FROM THE PLANS,SECTIONS OR DETAILS WITHIN BE EITHER HILTI HIT-RE 500-SO OR SIMPSON SET-XP.ROD OR REBAR SIZE AND PLATE EMBED SHOT PIN WOOD SHEATHING FTG FOOTING N a LL
<br /> THE DRAWINGS. EMBEDMENT IS AS SPECIFIED ON THE DRAWINGS OR IN THE FIELD. THICKNESS MATERIAL FRT FIRE RETARDANT TREATED
<br /> 2x CONC POPWL-250MG 1. ROOF SHEATHING. MINIMUM THICKNESS PER PLAN, APA RATED PRP-108 PERFORMANCE FS FAR SIDE
<br /> 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, 3. EPDXY FOR THREADED RODS OR REBAR INTO HOLLOW CELL MASONRY IS TO BE 2x STEEL PDPAW-200 STANDARD,EXP-1 RATING,EDGE SEALED PANELS DESIGNED TO SPAN 24 INCHES GA GAUGE
<br /> GALV GALVANIZED
<br /> METHODS, TECHNIQUES,SEQUENCE AND PROCEDURES. EITHER HILT)HIT MY 20 WITH SCREEN TUBE,SIMPSON SET WITH OPTI-MESH SCREEN EITHER PARALLEL OR PERPENDICULAR iO LONG AXIS OF PANEL FOR DRAWING GLB GLUE LAMINATED BEAM
<br /> TUBE OR APPROVED ALTERNATE.ROD OR REBAR SIZE AND EMBEDMENT IS AS SPECIFIED ROOF LIVE LOAD.PROVIDE MINIMUM Ys"CLEAR BETWEEN PANELS TO ALLOW HDG HOT-DIPPED GALVANIZED
<br /> 5. ALL WORK SHALL CONFORM 70 THE MINIMUM STANDARDS OF THE REFERENCED SPECIFIED ON THE DRAWINGS OR IN THE FIELD. 6. BOLTS IN WOOD BEAMS SHALL NOT BE LESS THAN 7 DIAMETERS FROM THE END AND FOR EXPANSION.NAIL 6 INCHES ON CENTER ALONG EDGES AND 12 INCHES ON HORIZ HORIZONTAL
<br /> BUILDING AND ALL OTHER REGULATING AGENCIES,EXERCISING AUTHORITY OVER ANYHi HEIGHT
<br /> PORTION OF THE WORK. 4 DIAMETERS FROM THE MEMBER EDGE.PROVIDE STANDARD WASHERS FOR ALL NUTS CENTER AT INTERMEDIATE SUPPORTS,UNLESS NOTED OTIiERWISE. USE 8d COMMON
<br /> INSIDE FACE
<br /> MECHANICAL HARDWARE CONNECTORS BEARING AGAINST WOOD. NAILS. IN INCH
<br /> 6. SPECIFIC NOTES AND DETAILS IN THE DRAWINGS SHALL TAKE PRECEDENCE OVER 7. FASTEN ALL MEMBERS IN ACCORDANCE MTH IBC TABLE 2304.9.1,UNLESS NOTED 2. FLOOR SHEATHING,MINIMUM THICKNESS PER PLAN.APA RATED PRP-108 LL LIVE LOAD
<br /> GENERAL NOTES AND SPECIFICATIONS. 1. ALL MECHANICAL HARDWARE USED FOR CONNECTIONS ARE TO BE MANUFACTURED PERFORMANCE STANDARD,EXP-1 RATING, TONGUE AND GROOVE EDGES CONFORMING MAX MAXIMUM
<br /> BY SIMPSON STRONG TIE OR EQUIVALENT HAVING A CAPACITY GREATER THAN OR OTHERWISE.PROVIDE MINIMUM 1'h"EMBED FOR ALL NAILS.NAIL SIZES ARE AS MECH MECHANICAL
<br /> 7. NOTIFY THE ENGINEER OF ALL CHANGES MADE IN THE FIELD PRIOR TO INSTALLATION, EQUAL. FOLLOWS: TO IDENTIFICATION INDEX 4%o FOR SUPPORTS UP i0 20 INCHES ON CENTER.PROVIDE MIN MINIMUM
<br /> MINIMUM N'CLEAR BETWEEN PANELS iO ALLOW FOR EXPANSION.NAIL AND GLUE iO MISC MISCELLANEOUS
<br /> NAIL MIN.SHANK DIA. SUPPORTS.GLUE ADHESIVE IS TO CONFORM iO APA SPECIFICATION AFG-01.NAIL 6 NS NEAR SIDE
<br /> 2. ALL MECHANICAL CONNECTORS USED WITH PRESSURE TREATED WOOD ARE TO HAVE NTS NOTTO SCALE
<br /> FOUNDATION A ZINC FINISH UNLESS NOTED OTHERWISE ON THE PLANS, 8d 0.131" INCHES ON CENTER ALONG EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE O.C. ON CENTER
<br /> 10d 0.148" SUPPORTS,UNLESS NOTED OTHERWISE. USE 10d COMMON NAILS. PSF POUNDS PER SQUARE FOOT
<br /> 1. FOUNDATION DESIGN PARAMETERS ASSUMED BY OWNER: 3. FASTENERS ARE TO MATCH MANUFACTURE'S SPECIFICATION,ALWAYS USE HIGHEST 16d 0,162" PSI POUNDS PER SQUARE INCH
<br /> CAPACITY REQUIREMENTS. FASTENERS USED WITH ZINC COAT FINISH CONNECTORS PERPENDICULAR
<br /> Pi PRESSURE TREATED aP11 M S q yr,
<br /> STAGGER PANEL RAP RAMMED AGGREGATE PIER 4 Boa a y f
<br /> A. IBC SOIL SITE CLASSIFICATION......:......D ARE TO BE HOT-DIPPED GALVANIZED CONFORMING iO ASTM A153. FILL ALL 8, HOLES AND NOTCHES IN WOOD MEMBERS ARE TO BE LIMITED AS SUCH: TO FRAMING, TYP. REINF REINFORCING
<br /> WHOLES WITH FASTENERS AND DO NOT OVER DRIVE, ANEL EDGE NAILING JOINTS, TiP.
<br /> B. FOOTING BEARING PRESSURE...............2,000 PSF Ai DIAPHRAGM REO'D REQUIRED
<br /> T,/3 PERIMETER SCHD SCHEDULE
<br /> 4. THROUGH BOLi FASTENERS ARE TO BE MACHINE BOLTS CONFORMING i0 ASTM N ' , � _ SEC SECTION 9A N
<br /> C. LATERAL EARTH PRESSURE: STANDARD A307,GRADE A. NUTS USED WITH THROUGH BOLTS,THREADED RODS z SF SQUARE FEET °po a�
<br /> • ACTIVE...............................................35 PCF AND ANCHOR BOLTS SHALL BE AT LEAST FLUSH WITH THE TOP OF NUT. SIM SIMILAR FS AL c�?
<br /> • RESTRAINED.......................................60 PCF , SPEC SPECIFICATIONS
<br /> 10NAL
<br /> • PASSIVE.............................................250 PSF 5. JOISTS AND BEAMS SHALL BEAR FULLY ON THE CONNECTOR SEAT AND THE GAP o o STD STANDARD
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<br /> • COEFFICIENT OF FRICTION.................0.35 BETWEEN MEMBERS SHALL NOT EXCEED 1/8". z EDGE NAILING _ L E
<br /> �- _
<br /> g AT ALL-SUPPORTED STRUCT STRUCTURAL
<br /> = - TOC TOP OF CONCRETE
<br /> 2. SUBGRADE PREPARATION,DRAINAGE PROVISIONS AND OTHER RELEVANT SOIL PANEL EDGES i0F TOP OF FOOTING
<br /> CONSIDERATIONS ARE TO BE IN ACCORDANCE WIN THE JURISDICTIONAL LO.O. TOP OF OPENING
<br /> REQUIREMENTS. iQ1SI BEAM FIELD NAILING PANEL EDGE
<br /> AT SUPPORTS,ATYP TE _ NAILING AT TOS TOP OF STEEL ALL PANEL TOW TOP OF WALL_
<br /> 3. ALL FOUNDATIONS ARE i0 BEAR ON COMPETENT NATIVE SOILS OR COMPACTED EDGES IS TUBE STEEL
<br /> STRUCTURAL FILL..STRUCTURAL FILL IS iO BE COMPACTED TO 95%DENSITY PER iYP TYPICAL
<br /> ASTM D-1557. BLOCKED U.N.O. UNLESS NOTED OTHERWISE W
<br /> DIAPHRAGM VERT VERTICAL LLJ W
<br /> IF NOTED
<br /> CONCRETE PER PLAN WHS WELDED HEADED STUD W
<br /> UNBLOCKED FLAT 2x4 SLKG AT WTS WELDED THREADED SND [-- z
<br /> 1. REFERENCE STANDARDS: ACI-301 AND ACI-318. ALL UNSUPPORTED Q
<br /> MAX.HOLE DIA. DIAPHRAGM WT WEIGHT �J U
<br /> 409,STUD DEPTH TYR U.N.O. O
<br /> WWIR WELDED WIRE REINFORCING
<br /> 1-%"FOR 2x4 NO MORE THAN PANEL EDGES z Q
<br /> 2. MINIMUM CONCRETE STRENGTH AT 28 DAYS: 2Y8"FOR 2x6 " I TWO SUCCESSIVE ROOF/FLOOR DIAPHRAGM NAILING
<br /> FOOTINGS 2,500 PSI(511 SACK MIX) DOUBLED STUDS Q
<br /> FOUNDATION WALLS 2,500 PSI(5h SACK MIX) ARE ALLOWED 3. WOOD SHEARWALL SHEATHING. MINIMUM THICKNESS PER PLAN. PLYWOOD OR OSB APA SHEET INDEX: J W (!) ~
<br /> SLAB-ON-GRADE 2,500 PSI(5h SACK MIX) RATED PRP-108 PERFORMANCE STANDARD, TYPE C-C OR C-D,EXP-1 RATING. Q [):� W
<br /> NAILING PER DRAWINGS.
<br /> MAX.NOTCH S1 - GENERAL NOTESQ W
<br /> 3. AGGREGATE GRADING SHALL COMPLY WITH AASHTO X57 GRADATION OR BETTER. 25%STUD DEP W (J)
<br /> PORTLAND CEMENT SHALL COMPLY TO ASTM C-150, TYPE it. %"FOR 2x4 INSPECTIONS S2 - FOUNDATION PLAN z z
<br /> 14"FOR 2x6 S3 - SECOND FLOOR FRAMING PLAN W W
<br /> 4. PROVIDE AIR-ENTRAINMENT OF 5%+/- 1-1/29 FOR GARAGE SLABS AND BASEMENT, INSPECTIONS ARE iO BE PERFORMED BY THE BUILDING OFFICIAL. THE INSPECTIONS LL_1 ro
<br /> FOUNDATION AND ALL WALLS EXPOSED TO THE WEATHER, HOLES ARE NOT REQUIRED ARE AS FOLLOWS: S4 - ROOF FRAMING PLAN J
<br /> PERMITTED IN S5 - FOUNDA TION/SHEAR WALL DETAILS I'7
<br /> 5. COMPLY WITH ACI-301 FOR MIXING.DO NOT EXCEED THE AMOUNT OF WATER SAME SECTION DBL STUD FOR HOLE 1. SOIL. VERIFY SUBGRADE IS COMPETENT NATIVE OR STRUCTURAL FILL AND DOES NOT
<br /> SPECIFIED IN THE APPROVED MIX.PROPORTIONS OF AGGREGATE iO CEMENT SHALL BE AS NOTCH DIA.OF UP TO 60% HAVE STANDING WATER PRIOR iO PLACEMENT OF CONCRETE FOOTINGS. S6 - FLOOR FRAMING DETAILS 1`0SUCH AS TO PRODUCE A DENSE WORKABLE MIX WHICH CAN BE PLACED MTHOUT STUD DEPTH S7 - ROOF FRAMING DETAILS
<br /> SEGREGATION OR EXCESSIVE FREE SURFACE WATER. 2Ys"FOR 2x4 2, CONCRETE.INSPECTIONS REQUIRED FOR DESIGN MIXES SPECIFIED GREATER THAN
<br /> TUDS
<br /> S 3 "FOR 2x6 2,500 PSI. TAKE CONCRETE CYLINDERS AS REQUIRED TO VERIFY STRENGTH. VERIFY
<br /> 6. COMPLY WITH ACI-301 FOR PLACEMENT. PROVIDE A Y4 INCH CHAMFER AT ALL SLUMP IS WITHIN ALLOWABLE TOLERANCE.
<br /> EXPOSED CONCRETE EDGES, UNLESS INDICATED OTHERWISE IN THE DRAWINGS. WOOD TRUSSES 3. REINFORCING. VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH THE
<br /> CLIENT:
<br /> 7. MAXIMUM SLUMP TO BE 4"f 1", TYPICAL DO NOT ADD WATER TO THE MIX TO DRAWINGS. VERIFY REQUIRED COVER,BAR SIZE AND GRADE. ARCH. STUDIO
<br /> INCREASE SLUMP. GREATER SLUMP,ACCELERATED SET OR HIGH EARLY STRENGTH 1. SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED,SIGNED AND DATED BY A
<br /> MAY BE ACHIEVED BY USING APPROVED ADMIXTURES. LICENSED ENGINEER IN THE STATE OF THE PROJECT TO THE ENGINEER OF RECORD 4. WOOD. VERIFY DIAPHRAGM NAILING,BLOCKING AND HOLDOWN CONNECTIONS. DESIGNED BY:
<br /> FOR REVIEW. KW
<br /> 8. COMPLY WITH ACI-305R FOR PLACEMENT IN HOT WEATHER AND ACI-306R FOR DRAWN BY:
<br /> PLACEMENT IN COLD WEATHER. 2. TRUSS PLATES ARE TO BE ICBG APPROVED. TOP CHORDS ARE TO BE DOUGLAS FIR JOB SITE SAFETY TF/JH
<br /> #2 OR BETTER. CHECKED BY.
<br /> THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND/OR ii
<br /> 3. INSTALL BRIDGING, WEB AND CHORD BRACING AS REQUIRED BY THE TRUSS CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS
<br /> FABRICATOR. OR TO MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR THE CONTRACTOR TO DATE:
<br /> MARCH 16, 2018
<br /> PERFORM THE WORK. THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER
<br /> 4. TEMPORARY SHORING AND BRACING OF THE TRUSSES DURING ERECTION IS THE SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM SHEET NUMBER:
<br /> RESPONSIBILITY OF THE CONTRACTOR. RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF THE WORK BY
<br /> THE CONTRACTOR,SUB-CONTRACTOR OR ANY PERSON ON THE SITE. CITY OF EV"ZETT
<br /> REVIEWED FOR PERMIT sl
<br />
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