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<br /> GENERAL STRUCTURAL NOTES FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT WOOD 27. NAILS - NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING HV
<br /> (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) FINISHED GRADE. UNLESS NOTED OTHERWISE, FOOTINGS SHALL BE CENTERED BELOW SPECIFICATIONS: Harriott Valentine Engineers Inc.
<br /> COLUMNS OR WALLS ABOVE. BACKF I LL BEHIND ALL RETAINING WALLS WITH FREE 22. FRAMING LUMBER SHALL BE KILN DRIED OR MC-15, AND GRADED AND MARKED IN CON- 1932 First Avenue,Suite 720
<br /> CRITERIA DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. FORMANCE WITH WCL I B STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17, SIZE LENGTH DIAMETER Seattle,Washington 98101-2447
<br /> LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: 6D 2" 0. 113" tel 206 624 4760 fax 206 447 6971 ,
<br /> 1, ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE ALLOWABLE SOIL PRESSURE 2, 000 PSF 8D 2-1/2" 0. 131" www.harriottvalentine.com
<br /> DRAWINGS, SPECIFICATIONS & THE INTERNATIONAL BUILDING CODE (2015 EDITION). LATERAL EARTH PRESSURE 35 PCF JOISTS: (2X MEMBERS) HEM-FIR NO. 2 10D 3" 0. 148"
<br /> MINIMUM BASE VALUE, FB = 850 PSI 12D 3-1/4" 0. 148"
<br /> 2. DESIGN LOADING CRITERIA: CONCRETE (3X & 4X MEMBERS) DOUGLAS FIR NO. 1 16D 3-1/2" 0. 162"
<br /> MINIMUM BASE VALUE, FB = 1000 PSI
<br /> FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF 11. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORD- IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT
<br /> ROOF SNOW LOAD (Pf) 25 PSF ANCE WITH ACI 301. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF F' C = 2, 500 STRUCTURAL LICHT FRAMING: DOUGLAS FIR NO. 2 NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION)
<br /> PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC ( INCL. 3X AND 4X POSTS) MINIMUM BASE VALUE, FB = 900 PSI FOR REVIEW AND APPROVAL. NAILS SHALL BE DRIVEN FLUSH TO FACE OF
<br /> WIND: YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. SHEATHING WITH NO COUNTERSINKING PERMITTED.
<br /> BASIC WIND SPEED (3-SECOND GUST) 110 MPH BEAMS AND STRINGERS: DOUGLAS FIR NO. 1
<br /> WIND IMPORTANCE FACTOR ( Iw) 1. 0 THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED ( INCL. 6X AND LARGER) MINIMUM BASE VALUE, FB = 1350 PSI 28. STAPLES - THE FOLLOWING STAPLES MAY BE SUBSTITUTED FOR NAILING OF
<br /> WIND EXPOSURE C IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND PLYWOOD (APA RATED SHEATHING):
<br /> TOPOGRAPHICAL FACTOR (Kzt) 2 00 THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CON- POSTS AND TIMBERS: DOUGLAS FIR NO. 1
<br /> CRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, ( 6X6 AND LARGER ) MINIMUM BASE VALUE, FC = 1000 PSI NAIL SIZE EQUIV. STAPLE MINIMUM LENGTH
<br /> FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CE-
<br /> EARTHQUAKE: 6D 16 GA. 1-3/4"
<br /> EAT. / LONG 47 973 122. 222 8D 15 GA. 1-34"/MENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN STUDS, PLATES & MISC. FRAMING: DOUGLAS FIR OR HEM-FIR STANDARD GRADE
<br /> / - ACCORDANCE WITH ACI 301. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF
<br /> SEISMIC IMPORTANCE FACTOR ( Ie) 1. 0 RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH 2X6 STUDS AND PLATES: HEM-FIR NO. 3/ STUD GRADE 10D 13 GA. 1-3/4"
<br /> SEISMIC USE GROUP I CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY
<br /> MAPPED SPECTRAL RESPONSE (Ss/S1) 1. 35g/0. 51g FOR SPECIFIED PERFORMANCE. 2X AND 3X T & G DECKING HEM-FIR COMMERICAL DEX, IF CONTRACTOR PROPOSES THE USE OF ALTERNATE STAPLES, THEY SHALL SUBMIT
<br /> SPECTRAL RESPONSE COEF. (SDS/SD1) 0. 90g/0. 51g MINIMUM BASE VALUE, FB = 1350 PSI STAPLE SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION)
<br /> SEISMIC FORCE RESISTING SYSTEM. PLYWOOD SHEAR WALLS ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR- FOR REVIEW AND APPROVAL. STAPLES SHALL BE DRIVEN FLUSH TO FACE OF
<br /> DESIGN BASE SHEAR 5. 77k ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND 23. ENGINEERED LUMBER MEMBERS SHALL BE MANUFACTURED UNDER A PROCESS BY THE SHEATHING WITH NO COUNTERSINKING PERMITTED. , .
<br /> SEISMIC RESPONSE COEFICIENT (Cs) 0. 139 C618. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 19. 3. 2. 1 OF THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING
<br /> SEISMIC DESIGN CATEGORY D ACI 318. THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL 29. WOOD FRAMING NOTES--THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN:
<br /> RESPONSE MODIFICATION FACTOR (R) 6. 5 RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL LUMBER SHALL
<br /> ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE 12. REINFORCING STEEL SHALL CONFORM TO ASTM A615 ( INCLUDING SUPPLEMENT S1), BE MANUFACTURED IN ACCORDANCE WITH THE APPROPRIATE NER REPORT AND GLUED A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED
<br /> GRADE 40, FY = 40, 000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM
<br /> REFERENCE: USGS NATIONAL SEISMIC HAZARD MAPPING PROJECT, 2008 DATA GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304. 10. 1 OF
<br /> 13. REINFORCING STEEL SHALL BE DETAILED ( INCLUDING HOOKS AND BENDS) IN ACCORD- THE INTERNATIONAL BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAILS
<br /> 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL ANCE WITH ACI 318. LAP ALL CONTINUOUS REINFORCEMENT 40 BAR DIAMETERS PSL FB = 2900 PSI E = 2000 KSI FV = 290 PSI NER-292 SHALL BE COMMON. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS
<br /> DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS OR 2' -0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTER- LSL FB = 2250 PSI E = 1500 KSI FV = 285 PSI NER-481 WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER
<br /> AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY SECTIONS. LAP CORNER BARS 40 BAR DIAMETERS OR 2' -0" MINIMUM. LAP LVL FB = 2600 PSI E = 1800 KSI FV = 285 PSI NER-126 THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD.
<br /> DISCREPANCIES PRIOR TO CONSTRUCTION. ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8 AT SIDES AND ENDS.
<br /> DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE WEYERHAUSER B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE
<br /> 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CON- CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND 2X4 STUDS @ 16" 0. C. AT INTERIOR WALLS AND 2X6 @ 16" 0. C. AT EXTERIOR
<br /> DITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CON- 14. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS
<br /> APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE JOIST a 'W - z
<br /> STRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST A. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE . . . 3" �
<br /> AND AT EACH SIDE OF ALL OPENINGS. TWO 2X8 HEADERS SHALL BE PROVIDED
<br /> HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED „ �v wAs��,
<br /> VERIFIED. CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT B. ALL OTHER SURFACES 1 1/2 THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COL-
<br /> UNDERGROUND UTILITIES PRIOR TO COMMENCING EXCAVATION. THE CONTRACTOR SHALL HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS UMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. WALLS SHALL Y� A} '�'
<br /> BRING ALL CONFLICTS AND DISCREPANICES TO THE ATTENTION OF THE ARCHITECT 15. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE ; . '� RF
<br /> PROVIDED. .f,; ., .� �
<br /> AND STRUCTURAL ENGINEER, SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER' S TO EACH STUD WITH TWO 16D NAILS, AND TOENAIL OR END NAIL EACH STUD TO t 6 3992 '',
<br /> PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO ALL PROPOSED HOLE SIZES AND LOCATIONS SHALL BE SUBMITTED TO THE STRUCTURAL BOTTOM PLATE WITH TWO 16D NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16D 9� '''r,L
<br /> 5. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY THE MATERIAL ON WHICH IT IS PLACED (3000 PSI MINIMUM). ENGINEER FOR APPROVAL TWO WORKING DAYS PRIOR TO DRILLING HOLES, AT 12 O. C. AND LAP MINIMUM 4' -0" AT JOINTS AND PROVIDE SIX 16D NAILS ' ®? ` 4/ q
<br /> DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AT 4" 0. C. EACH SIDE OF JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER s =
<br /> AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING ANCHORAGE 24. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16D NAILS AT 12" 0. C.
<br /> REINFORCING SHALL BE RETAINED UNDAMAGED WHERE NOTED ON THE PLANS. EXTERIOR GLUE IN CONFORMANCE WITH APA STANDARDS. ORIENTED STRAND5/8" Project Contact
<br /> DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING 16. EXPANSION BOLTS INTO CONCRETE AND GROUTED MASONRY UNITS SHALL BE STAGGERED OR BOLTED TO CONCRETE WITH DIAMETER ANCHOR BOLTS (WITH
<br /> BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND SPAN RATING MAY BE 9, Todd Valentine
<br /> 7 MINIMUM EMBEDMENT)@ 4 -0 0. C. UNLESS INDICATED OTHERWISE. I ND I V I- tel 206 624 4760 ex.27
<br /> STRUCTURE. LIMIT CONSTRUCTION LOADING ( INCLUDING DEMOLITION DEBRIS) ON "STRONG-BOLT" ANCHORS AS MANUFACTURED BY THE SIMPSON COMPANY AND USED IN LIEU OF PLYWOOD. DUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH fax2064476971
<br /> EXISTING FLOOR SYSTEMS TO 40 PSF. ALL NEW OPENINGS THROUGH EXISTING INSTALLED IN STRICT ACCORDANCE WITH ICC ESR 1771, INCLUDING MINIMUM tvalentine@harriottvalentine.com
<br /> CONCRETE OR MASONRY WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW EMBEDMENT REQUIREMENTS. A. ROOF SHEATHING SHALL BE 1/2" (NOM. ) 24/0. F
<br /> F WITH SPAN RATING OR R 12" O. C. STAGGERED NA G TWE NLNOT OTD RW NOTL PROVOR REQUIRED SHEATHING AND NAILR LING.. WHEN NOT OTHERWISE SE NOTED,, PROVIDE project Architect
<br /> CUTTING WHEREVER POSSIBLE. B. FLOOR SHEATHING SHALL BE 3/4" (NOM. ) WITH SPAN RATING 40/20. GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND Workshop
<br /> 17. EPDXY-GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH » „ 310 South Washington Street
<br /> C. WALL SHEATHING SHALL BE 1/2" (NOM. ) WITH SPAN RATING 24/0. BOTTOM PLATES AND BLOCKING WITH NAILS AT 7 0. C. USE 5D COOLER NAILS Seattle,WA 98104
<br /> 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND "SET-XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON COMPANY FOR 1/2" GWB AND 6D COOLER NAILS FOR 5/8" GWB. WHEN NOT OTHERWISE
<br /> STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN AND INSTALLED IN STRICT ACCORDANCE WITH ICC ESR 2508. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING. NOTED, PROVIDE 1/2" MOM. APA RATED SHEATHING (SPAN RATING 24/0) ON Project
<br /> ACCORDANCE WITH THE PLANS. / ( ) / )18. TITEN HD ANCHORS SPECIFIED ON THE DRAWINGS SHALL CONSIST OF "TITEN HD" 25. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE- EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UNSUPPORTED EDGES), Laurel ®rive
<br /> 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE HEAVY DUTY SCREW ANCHORS AS MANUFACTURED BY THE SIMPSON COMPANY AND TOP AND BOTTOM PLATES WITH SD @ 6�� 600 Laurel Drive
<br /> O. C. AND TO ALL INTERMEDIATE STUDS Everett,WA98201
<br /> METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. INSTALLED IN STRICT ACCORDANCE WITH ICC ESR 2713. TREATED WITH AN APPROVED PRESERVATIVE OR (N) LAYERS OF ASPHALT IMPREGNATED AND BLOCKING WITH 8D @ 12" 0. C. ALLOW 1/8" SPACING AT ALL PANEL EDGES
<br /> BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR
<br /> THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL MASONRY. ALL WOOD EXPOSED TO WEATHER WITHOUT THE ADEQUATE PROTECTION OF AND ENDS.
<br /> AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE STEEL Issue®ate Issue Description
<br /> / A ROOF OR SAVE SHALL BE AN APPROVED WOOD OF NATURAL RESISTANCE TO DECAY SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CON- OR PRESSURE TREATED. SUCH MEMBERS INCLUDE HORIZONTAL MEMBERS SUCH AS C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS AROUND ALL OPENINGS IN 4/2/19 Permit
<br /> • TRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, 19. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON GIRDERS, JOISTS, AND DECKING; OR VERTICAL MEMBERS SUCH AS POSTS, POLES, FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL
<br /> CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CON- THE LATEST EDITIONS OF THE AISC SPECIFICATIONS AND CODES: AND COLUMNS. BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16D NAILS. ATTACH - '
<br /> CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH METAL JOIST HANGERS IN
<br /> A. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC 360) 26. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG-TIE" ACCORDANCE WITH TIMBER CONNECTOR NOTE. NAIL ALL MULTI-JOIST BEAMS TO- ---
<br /> 8. SPECIAL INSPECTION OF EPDXY GROUTED INSTALLATIONS SHALL BE PROVIDED IN BY SIMPSON COMPANY, AS SPECIFIED IN THEIR MOST RECENT CATALOG. EQUIVALENT GETHER WITH 16D @ 12" 0. C. STAGGERED. UNLESS OTHERWISE NOTED ON THE
<br /> AISC
<br /> ( 303) DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, THEY HAVE ICC
<br /> ACCORDANCE WITH SECTIONS 109 AND 1704 OF THE INTERNATIONAL BUILDING CODE B. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES PROVIDEDPLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH STRENGTH AXIS
<br /> AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF PERPENDICULAR TO SUPPORTS AND NAILED WITH 8D NAILS @ 6" 0. C. TO FRAMED building Department Approval
<br /> BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, C. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" 0. C. TO i
<br /> STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH BOLTS. BOLTS IN SHEAR OR BEARING TYPE CONNECTIONS NEED ONLY BE ACCORDANCE WITH THE MANUFACTURER' S RECOMMENDATIONS. WHERE CONNECTOR STRAPS INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED
<br /> COPIES OF ALL INSPECTION AND TEST RESULTS. TIGHTENED TO THE SNUG TIGHT CONDITION PER SECTION 8(C). CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR 1
<br /> 9. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE SHEATHING EDGES SHALL HAVE APPROVED TONGUE-AND-GROOVE JOINTS OR SHALL
<br /> ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS
<br /> 20. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MINIMUM STANDARDS. UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UN- BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL
<br /> THESE ITEMS. PLATES, ANGLES, AND CHANNELS SHALL CONFORM TO ASTM A36, FY = 36 KSI. I
<br /> LESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEA- EDGES AND ENDS OF ALL ROOF AND FLOOR SHEATHING. TOENAIL BLOCKING TO
<br /> WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, FY = 50 KSI. STEEL SONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. HANGERS SUPPORTS WITH 16D @ 12" O. C. UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR 1
<br /> A. STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR S, GRADE B, FY = 35 KSI. IN DIRECT CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL BE EITHER STAINLESS AND ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PLYWOOD
<br /> APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE SQUARE OR RECTANGULAR STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, STEEL (SST300), POST HOT-DIPPED GALVANIZED(HDG) OR GALVANIZED WITH A MINI- PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED.
<br /> GRADE B, FY = 46 KSI. ANCHOR BOLTS AND CONNECTION BOLTS SHALL CONFORM L______._____.___
<br /> BUILDING DEPARTMENT. TO ASTM A307. THREADED ROD AND STUDS SHALL CONFORM TO ASTM A36. MUM OF 1. 850Z ZINC PER SQUARE INCH (ZMAX). UNLESS NOTED OTHERWISE, ALL
<br /> LUMBER JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST DrawingTitle
<br /> GENERAL STRUCTURAL
<br /> GEOTECHNICAL 21. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL HANGERS, AND ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH " ITT" NOTES
<br /> 10. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE BE PERFORMED BY WABO CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY OR " IUT" SERIES JOIST HANGERS. IA
<br /> ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER. IF PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED.
<br /> SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER Drawing Number
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