|
_ ___ _ .�
<br /> General Structural Notes ! � � �
<br /> THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS �'�, - � N '
<br /> �I! � � � �' �' `"
<br /> - CRITER.IA RENOVATION � o � � ° .
<br /> 1. ALL MATERIRLS WORKMANSHIP DESIGN .
<br /> � � � . �
<br /> , , , AND CONSTRUCTION SHALL CONFORM TO THE 11. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE 26. SHOP PRIME ALL STEEL EXCEPT. � � � � � .
<br /> DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2015 COMMENCING ANY DEMOLITION. "' SHORING SHALL BE INSTALLED TO SUPPORT EXISTING � � � � Y
<br /> EDITION). CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. A. SURFACES TO BE WELDED. � Q ` .
<br /> DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO pAMAGE OR OVERLOAD THE EXISTING 6. MEMBERS TO BE GALVANIZED. �X��e�-�_�-��� � � �
<br /> 2. DESIGN LOADING CRITERIA: STRUCTURE. LIMIT CONSTRUCTION LOADING ( INCLUDING DEMOLITION �DEBRIS) ON C. MEMBERS WHICH WILL BE CONCEALED BY INTERIOR FINISHES. � �� w � � � �
<br /> RESIDENTIAL - ONE AND TWO-FAMILY DWELLINGS EXISTING FLOOR SYSTEMS TO 40 PSF. i D. SURFACES TO RECEIVE OTHER SPECIAL SHOP PRIMERS. � � ' °��' � �
<br /> FLOOR LIVE LOAD . . . . . . . . . . . �i �� � � �.
<br /> . 40 PSF � °' � '
<br /> DECKS . . . . . . . . . . . . . . . 1. 5 x AREA SERVED 12. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER S'IZES, AND 27. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL � ~ � �i �
<br /> �
<br /> ROOF CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING BE PERFORMED BY WABO CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY � W � � �
<br /> ROOF LIVE LOAD . . . 2 5 P S F C O N S T R U C T 1 0 N S H O W N O N T H E D R A W I N G S A R E I N T E N D E D A S G U I D E L I N E S O N L Y A N D P R E Q U A L I F I E D W E L D S (A S D E F I N E D B Y A W S) S H A L L B E U S E D. A L L C O M P L E T E J O I N T � � 1 � o
<br /> ENVIRONMENTAL LOADS MUST BE VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURRL PENETRATIO N G R O OV E W E L D S S H A L L B E M A D E W I T H A F I L L E R M A T E R I A L T H A T H A S R � � -� � �
<br /> WIND . . . . . . . GCpi=0. 18, 110 MPH, RISK CATEGORY II, EXPOSURE D , � T �
<br /> " " ENGINEER IF EXISTING CONDITIONS DETERMINED DURING WORK VARY''� FROM THE MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT -20 DEGREES F AND 40 FT - LBS AT 70 = � � o
<br /> EARTHQUAKE . ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS. !, DEGREES F, AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTU R E R � � � T -- �
<br /> LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS, ' CERTIFICATION. � ' `
<br /> SITE CLASS=D, Ss=1. 44, Sds=. 96, S1=. 55, SD1=. 55, Cs=O. 148
<br /> 13. CONTRACTOR SHALL CHECK FOR DRY ROT AT ALL AREAS OF NEW WORK. ALL ROT � �
<br /> SDC D, Ie=1. 0, R=6. 5 SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS WO C�D � Q
<br /> SEE PLANS FOR ADDITIONAL LOADING CRITERIA DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT.
<br /> 28. FRAMING LUMBER SHALL BE S-DRY, KD, OR MC-19, AND GRADED AND MARKED IN ��� �
<br /> 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL C O N C RET E �I CONFORMANCE WITH WCLIB STANDARD "GRADING RULES FOR WEST COAST LUMBER N0. ,,S ��
<br /> DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE 17", OR WWPA STANDARD, "WESTERN LUMBER GRADING RULES 2011". FURNISH TO . , � `f'�
<br /> PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE THE FOLLOWING MINIMUM STANDARDS: x
<br /> SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE 14. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN � CCORDANCE �
<br /> REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. WITH ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY ,70ISTS 2X & 3X MEMBERS HEM-FIR N0. 2 '� 3"28 �
<br /> ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH STRENGTH OF f' c = 3, 000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 AND BEAMS ( ) MINIMUM BASE VALUE, Fb - 850 PSI ���'�'l0iy �'
<br /> DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR S RISK. SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A �
<br /> SLUMP OF 5" OR LESS. REQUIRED CONCRETE STRENGTH IS BASED ON THE DURABILITY (4X MEMBERS) DOUGLAS FIR-LARCH N0. 1
<br /> 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND REQUIREMENTS OF SECTION 1904 OF THE IBC. DESIGN STRENGTH IS f' c = 2, 500 MINIMUM BASE VALUE, Fb = 1000 PSI
<br /> DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL PSI. � =
<br /> DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING �
<br /> BEAMS ( I NCL. 6X AND LARGER) DOUGLAS F I R-LARCH N0. 1 a� �.
<br /> SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL 15. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE MINIMUM BASE VALUE, Fb = 1350 PSI � } �s ' � � �
<br /> ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C�260, C494, � _
<br /> ARCHITECTURAL AND STRUCTURAL DRAWINGS. AND C618. TOTAL AIR CONTENT FOR FROST-RESISTANT CONCRETE SHALL BE IN � � � �
<br /> POSTS (4X MEMBERS) DOUGLAS FIR-LARCH N0. 2 '
<br /> ACCORDANCE WITH ACI 318-14, TABLE 19. 3. 2. 1 MODERATE EXPOSURE, F1. MINIMUM BASE VALUE, Fc = 1350 PSI � ' '�'',
<br /> 5. CONTRACTOR SHALL BE RESPONS I BLE FOR ALL SAFETY PRECAUT I ONS AND THE �� ziz4 Third Avenue-suite�oo-seattle,WA 98�z�
<br /> METHODS, TECHN I QUES, SEQUENCES OR PROCEDURES REQU I RED T0 PERFORM THE p: zo6.443.6Z,z ssfengineers.com ' ;'�
<br /> 16. REINFORCING STEEL SHALL CONFORM TO ASTM A615 ( INCLUDING SUPPLEMENT S1), (6X AND LARGER) DOUGLAS FIR-LARCH N0. 1
<br /> CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY GRADE 60, FY = 60, 000 PSI. �i, 934 eroadway-�-acoma, w,o, 9s4oz ' . .
<br /> AUTHOR I TY OR ACTUAL AND�OR D I RECT RESPONS I B I L I TY FOR THE SPEC I F I C WORK I NG � M I N I MUM BASE VALUE, F� = 1000 PS I p�253•284•947o ssfengineers.com � f�;�
<br /> CONDITIONS AT THE SITE RND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS 17. DETAILING OF REINFORCING STEEL ( INCLUDING HOOKS AND BENDS) SHALL BE IN STUDS P T �
<br /> , LA ES & M I SC. FRAM I NG: DOUGLAS-F I R-LARCH OR HEM-F I R N0. 2 Copyright 2017 Swenson Say Faget-All Rights Reserved
<br /> OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, ACCORDANCE WITH ACI 315-99 AND 318-14. LAP ALL CONTINUOUS REINFORCEMENT
<br /> SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO #5 AND SMALLER 40 BAR DIAMETERS OR 2' -0" MINIMUM. PROVIDE CORNER BARS AT 29. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND r�
<br /> THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR ANSI/AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS
<br /> DIAMETERS OR 2' -0" MINIMUM. LAPS OF LARGER BARS SHALL BE� MADE IN IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC OR APA-EWS
<br /> 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND ACCORDANCE WITH ACI 318-14, CLASS B. LAP ADJACENT MATS OF WELDED WIRE CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR
<br /> STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. � COMBINATION 24F-V4, Fb = 2, 400 PSI, Fv =265 PSI. ALL CANTILEVERED BEAMS
<br /> ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 "DESIGN LOADS ON ' SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb = 2400 PSI, Fv = 265 PSI. � �
<br /> STRUCTURES DURING CONSTRUCTION". NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS � C� ��
<br /> SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. �i 30. MANUFACTURED LUMBER, PSL, LVL, AND LSL SHOWN ON PLAN ARE BASED PRODUCTS °
<br /> 7. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ' MANUFACTURED BY THE WEYERHAEUSER CORPORATION IN ACCORDANCE WITH ICC-ES o � w o .
<br /> ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR 18. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: REPORT ESR-1387. MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: � � � °°
<br /> .� o � � �, "` ,� �,
<br /> CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS � ¢ Y � �
<br /> _ REQUIREMENT. � � o m � z �
<br /> FOOT I N G S A N D O T H E R U N F O R M E D S U R F A C E S C A S T A G A I N S T A N D P E R M A N E N T L Y E X P O S E D P S L (2. O E) F b = 2 9 0 0 P S I, E = 2 0 0 0 K S I, F v = 2 9 0 P S I , -
<br /> f 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE TO EARTH . . . . . . . . . . . . . . . . . . . . . . . . . . . .� . . . 3" LVL (2. OE) Fb = 2600 PSI, E = 2000 KSI, Fv = 285 PSI
<br /> � �: � � w o � �'�,
<br /> CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) . 2" ,';'
<br /> FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER),I . 1-1/2" ALTERNATE MANUFACTURED LUMBER MANUFACTURERS MAY BE USED SUBJECT TO REVIEW REvisioNs DATE oEscRiPTioN " i'
<br /> DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE ,
<br /> . REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL COLUMN TIES OR SPIRALS AND BEAM STIRRUPS . . . . . . . . . . . . . 1-1/2"
<br /> � TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED SLABS AND WALLS ( INT. FACE). . . GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4" MANUFACTURER' S PRODUCTS SHALL BE COMPATIBLE WITH THE JOIST HANGERS AND
<br /> OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS ' OTHER HARDWARE SPECIFIED ON PLANS, OR ALTERNATE HANGERS AND HARDWARE SHALL
<br /> AN C H Q RAG E SUBMITTED FOR REVIEW AND APPROVAL. SUBSTITUTED ITEMS SHALL HAVE ICC-ES
<br /> BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL I R E P O R T A P P R O V L F
<br /> �, DETAILS RRE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE A OR EQUAL OR GREATER LOAD CAPACITIES.
<br /> USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR' S 19. EXPANSION BOLTS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE "KWIK
<br /> ', � RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE BOLT TZ" AS MANUFACTURED BY THE H[LTI CORP. , INSTALLED IN STRICT MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF
<br /> � PROVIDED -0R REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT ACCORDANCE WITH ICC-ES REPORT N0. ESR-1917, INCLUDING MINIMUM EMBEDMENT 12q OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO
<br /> ;
<br /> I i ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. . �
<br /> �� ' CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION INTO FULLY GROUTED CELLS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. �
<br /> AND FIELD USE. SUBMITTED FOR REVIEW WITH ICC REPORTS INDICATING EQUIVALENT OR GREATER 31. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, �
<br /> Q U ALITY AS Sl�RAN C E LOAD CAPACITIES. PERIODIC SPECIRL INSPECTION IS REQUIRED TO VERIFY ANCHOR EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1 OR PS 2. ORIENTED STRAND BOARD
<br /> TYPE, ANCHOR DIMENSIONS, ANCHOR LOCATION, TIGHTENING TORQUE, HOLE OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN ` !`'
<br /> DIMENSIONS, ANCHOR EMBEDMENT, AND ADHERENCE T0 THE INSTALLATION LIEU OF PLYWOOD.
<br /> 9. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT INSTRUCTIONS. ,
<br /> ; ,
<br /> SPECIFICATIONS AND SECTIONS 110 AND 1705 OF THE INTERNATIONAL BUILDING I issuaNCEs
<br /> CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND 20. EPDXY-GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 32/16.
<br /> RETA I NED BY THE BU I LD I NG OWNER. THE ARCH I TECT, STRUCTURAL ENG I NEER, AND DRAW I NGS SHALL BE I NSTALLED US I NG "H I T RE 500-SD" AS MANUFACTURED BY H I LT I oATE DESCRIPTION
<br /> BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND CORP. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT N0. ESR-2322. WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0.
<br /> TEST RESULTS. SPEC I AL I NSPECT I ON OF THE FOLLOW I NG TYPES OF CONSTRUCT I ON M I N I MUM BASE MATER I AL TEMPERATURE I S 41 DEGREES, F. RODS SHALL BE ASTM 'I ��,,
<br /> IS REQUIRED UNLESS NOTED OTHERWISE. A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT
<br /> IS REQUIRED TO VERIFY ANCHOR OR EMBEDED BAR TYPE AND DIMENSIONS, I� LOCATION, UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE ,
<br /> EPDXY GROUTED INSTALLATIONS PER MANUFACTURER ADHESIVE IDENTIFICATION AND EXPIRATION, HOLE DIMENSIONS, HOLEi CLEANING APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8"
<br /> EXPANSION BOLTS AND THREADED EXPANSION INSERTS PER MARNUFACTURER PROCEDURE, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. ��
<br /> INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL AND
<br /> PERIODIC INSPECTION: INSPECTION SHALL BE PERFORMED AT INTERVALS NECESSARY OVERHEAD INSTALLATIONS. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS.
<br /> TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH '
<br /> REQUIREMENTS. STE E L ' 32. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE
<br /> CONTINUOUS INSPECTION: INSPECTOR SHALL BE ONSITE AND OBSERVE TNE WORK PRESSURE-TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT
<br /> REQUIKING INSPECTION AT ALL TIMES THAT WORK IS PERFORMED.
<br /> 21. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASEDION: IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND
<br /> GEOTE�HNICAL CONCRETE OR MASONRY. COPYRIGHTBOARDAN�VELLUP4LLC.ALLRIGHTSRESERVED.
<br /> ORIGINAL SHEET SIZE IS 22"x34"
<br /> A. AISC 360 AND SECTION 2205. 2 OF THE INTERNATIONAL BUILDING CODE. �
<br /> B. APR I L 14, 2010 R I SC CODE OF STANDARD PRACT I CE FOR STEEL BU I LD I NGS AND 33. PRESERVAT I VE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD U 1 TO THE USE ssF PRo�ECT#: 1 o5s9-2o1�-14
<br /> 10. FOUNDAT I ON NOTES: ALLOWABLE SO I L PRESSURE AND LATERAL EARTH PRESSURE ARE BR I DGES AMENDED AS FOLLOWS: AS NOTED I N THE CONTRACT DOCUMENT�S, BY THE CATEGORY EQUAL TO OR H I GHER THAN THE I NTENDED APPL I CAT I ON. TREATED WOOD SDCI PROJECT#: SDCI PROJ # -
<br /> ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR DELETION OF PARAGRAPH 4. 4. 1, AND REVISE REFERENCE FROM "STRUCTURAL FOR ABOVE GROUND USE SHALL BE TREATED TO AWPA UC3B. WOOD IN CONTINUOUS PLOTDATE: December1,2017
<br /> RPPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN » » » � CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO AWPA UC4A. WOOD FOR �
<br /> ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. DESIGN DRAWINGS TO CONTRACT DOCUMENTS IN PARAGRAPH 3. 1. �, USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO AWPA UC46.
<br /> C. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS.
<br /> FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT 24. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992 FY = 50 KSI. OTHIER ROLLED
<br /> - F I N I SHED GRADE. UNLESS OTHERW I SE NOTED, FOOT I NGS SHALL BE CENTERED BELOW ' I General structural Notes
<br /> COLUMNS OR WALLS ABOVE. SHAPES INCLUDING PLATES, SHALL CONFORM TO ASTM A36, FY =I_ 36 KSI.
<br /> , .
<br /> � STRUCTURAL TUB I NG SHALL CONFORM TO ASTM A500, GRADE B, FY � 42 KS I (;en era I Stru ctu ra I N otes Co nt i n u ed o n S 1 .2 sHEET No.: �
<br /> BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND (ROUND), FY = 46 KSI (SQUARE AND RECTANGULAR). CONNECTION BOLTS SHALL �
<br /> PROVIDE FOR SUBSURFACE DRAINAGE. CONFORM TO ASTM A307. ,
<br /> ALLOWABLE SOIL PRESSURE. . . . . . . . . . . . . . . . . . . . . . 1500 PSF 25. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF �
<br /> THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES.
<br />
|