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SDS SERIES: WOOD SCREWS CALLED OUT ON PLAN SHALL BE 'SIMPSON STRONG-DRIVE" WOOD SCREWS BY SIMPSON (2) 2X6 FLAT VERTICAL
<br /> GENERAL STRUCTURAL NOTES(GSN) CONCRETE REINFORCEMENT GRAIN BLOCKING REQUIRED -,/�- .�,
<br /> GOVERNING CODE: THE "INTERNATIONAL BUILDING CODE" (IBC) 2015 EDITION, AS ADOPTED AND MODIFIED BY REFERENCE STANDARDS: CONFORM TO: COMPANY, AND INSTALLED IN STRICT ACCORDANCE TO ICC-ES REPORT ESR-2236. EQUIVALENT SCREWS BY OTHER WALL FRAMING PER
<br /> BELOW 4X10 AND LARGER PLAN,
<br /> THE CITY OF EVERETT, GOVERNS THE DESIGN, CONSTRUCTION, AND ALL MATERIALS WORKMANSHIP OF THIS MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD SHEAR WALL WHERE LOCATED
<br /> (1) ACI 301 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE", SEC 3 "REINFORCEMENT AND CAPACITIES. LAG SCREWS ARE NOT AN EQUIVALENT SUBSTITUTION. HEADERS/BEAMS ONLYPRO (NOTE-2)
<br /> REFERENCE STANDARDS: WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, THE LATEST EDITION OF THE JECT. REINFORCEMENT SUPPORTS." „ " WOOD HOLDOWNS: HOLDOWNS SPECIFIED ARE AS MANUFACTURED BY SIMPSON ANCHOR TIE-DOWN CO., INC. BOTTOM R 19-148
<br /> MATERIALS REFERENCE STANDARDS SHALL BE USED.THE CONTRACTOR SHALL CONFORM WITH THE SECTIONS (2) ACI SP-66 ACI DETAILING MANUAL ANSI/AWS D1.4 STRUCTURAL WELDING CODE - REINFORCING STEEL. ADDITIONAL FRAMING MEMBERS SHALL BE PROVIDED PER THE SYSTEM REQUIREMENTS. ACCEPTABLE EQUIVALENT
<br /> REFERRED TO THE IBC AND WITH THE ENTIRE MATERIALS REFERENCE STANDARDS NOTED BELOW. (3) IBC CHAPTER 19, CONCRETE. PRODUCT SUBSTITUTIONS ARE AVAILABLE FROM OTHER MANUFACTURERS WITH ENGINEER APPROVAL.
<br /> ARCHITECTURAL DRAWINGS: REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION INCLUDING, BUT NOT (4) ACI 318 AND ACI 318R. ENGINEERED WOOD PRODUCTS (I-LEVEL): THE FOLLOWING MATERIALS ARE BASED ON LUMBER MANUFACTURED BY
<br /> DRAWN BY: GS
<br /> LIMITED TO: DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS, NON-BEARING WALLS, STAIRS, I-LEVEL AND WERE USED FOR THE DESIGN AS SHOWN ON THE PLANS. ALTERNATE PRODUCTS BY OTHER T/SHTG
<br /> ELEVATORS, CURBS, DRAINS, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES AND OTHER NONSTRUCTURAL MATERIALS: MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUIVALENT OR GREATER $ - -- - -- �- -- -- -- -- -- -- -- -- -- �- -- -- - - REVIEWED BY: GS
<br /> ITEMS. REINFORCING BARS ASTM A615, GRADE 60, DEFORMED BARS, fy=60000 PSI.
<br /> LOAD AND STIFFNESS PROPERTIES AND ARE REVIEWED AND APPROVED BY THE ENGINEER.
<br /> STRUCTURAL DETAILS: THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE GENERAL CHARACTER OF THE A) LAMINATED VENEER LUMBER (LVL): ICC ES REPORT NO. ER-4979
<br /> ASTM A185 S
<br /> PROJECT AND ARE NOT INTENDED TO SHOW ALL DETAILS OF THE WORK. USE ALL DETAIL SHEETS AND ALL SMOOTH WELDED WIRE FABRIC B) PARALLEL STRAND LUMBER (PSL): ICC ES REPORT NO. ER-4979 SHEATHING PER PLAN
<br /> SPECIFIC DETAILS REFERENCED IN THE PLAN AS "TYPICAL" WHEREVER THEY APPLY. EXCEPTIONS ARE ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS. REINFORCING SHALL BE GRADE 40, C) LAMINATED STRAND LUMBER (LSL): ICC ES REPORT NO. ER-4979
<br /> INSPECTIONS: THE CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED. fy=40000 PSI.
<br /> NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL JURISDICTION AND IN FORMWORK: CONFORM TO ACI 301 SEC 2 "FORMWORK AND FORM ACCESSORIES." REMOVAL OF FORMS SHALL D) I-JOISTS: ICC ES REPORT NO. ER-4979, ESR-1153.
<br /> ACCORDANCE WITH CHAPTER 17 PER IBC. CONFORM TO SEC 2.3.2 EXCEPT STRENGTH INDICATED IN SEC 2.3.2.5 SHALL BE 0.75 f'c. PRODUCTS SHALL BE TESTED AND EVALUATED IN ACCORDANCE WITH ASTM D5055. THE MANUFACTURER SHALL DESIGN RIM JOIST OR BEAM
<br /> SPECIAL INSPECTIONS ARE REQUIRED PER ICC ESR #2508 DURING INSTALLATION FOR NEW SET-XP MEASURING. MIXING. AND DELIVERY: CONFORM TO ACI 301 SEC 4.3. THE JOISTS FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. JOISTS SHALL HAVE WOOD CHORDS AND PER PLAN (NOTE-2) .- ...
<br /> INSTALLED ANCHORS, SIZE AND PLACEMENT, INCLUDING EMBEDMENT LENGTH, SPACING, AND EDGE HANDLING, PLACING, CONSTRUCTING AND CURING: CONFORM TO ACI 301 SEC 5 AND SEC 3.3.2 "PLACEMENT." SOLID WOOD WEBS.
<br /> DISTANCE INSTALLED IN EXISTING CONCRETE. PLACING TOLERANCES SHALL CONFORM TO SEC 3.3.2.1 "TOLERANCES." / b( DOUBLE TOP R
<br /> DISCREPANCIES: ANY DISCREPANCY FOUND BETWEEN THE DRAWINGS, NOTES, SPECIFICATIONS, SITE CONDITIONS, EMBEDDED ITEMS: POSITION AND SECURE IN PLACE EXPANSION JOINT MATERIAL, ANCHORS AND OTHER STRUCTURAL STANDARD LIGHT-FRAME CONSTRUCTION: UNLESS NOTED ON THE PLANS, CONSTRUCTION SHALL CONFORM TO
<br /> AND PLANS SHALL BE REPORTED TO THE ARCHITECT AND ENGINEER WHO SHALL CORRECT THE DISCREPANCY AND NON-STRUCTURAL EMBEDDED ITEMS BEFORE PLACING CONCRETE. CONTRACTOR SHALL REFER TO MECHANICAL, IBC 2015 SEC 2308 "CONVENTIONAL LIGHT-FRAME CONSTRUCTION" AND SEC 2304 "GENERAL CONSTRUCTION
<br /> IN WRITING. ANY WORK COMPLETED AFTER DISCOVERY OF THE DISCREPANCY SHALL BE DONE AT THE ELECTRICAL, PLUMBING AND ARCHITECTURAL DRAWINGS AND COORDINATE ALL OTHER EMBEDDED ITEMS. REQUIREMENTS",
<br /> , THE AITC "TIMBER CONSTRUCTION MANUAL", AND THE AF&PA 'NATIONAL DESIGN SPECIFICATION FOR HEADER PER PLAN
<br /> CONTRACTOR'S RISK. CONTRACTOR/DESIGNER/OWNER IS RESPONSIBLE FOR PROVIDING CORRECT SITE INFORMATION. " " WOOD CONSTRUCTION". MINIMUM NAILING, UNLESS NOTED OTHERWISE SHALL CONFORM TO TABLE 2304.10.1. OF THE
<br /> FABRICATION: CONFORM TO ACI 301, SEC 3.2.2 "FABRICATION", AND ACI SP-66 "ACI DETAILING MANUAL. .-.-
<br /> ALL UNDERGROUND UTILITIES SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO EXCAVATION OR DRILLING. IBC. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. /.
<br /> WELDING: CONFORM TO AWS D1.4/01.4M. WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH (AWS AND WABO) „ WALL FRAMING PER PLAN &
<br /> CONSTRUCTION LOADS: LOADS ON THE STRUCTURE DURING CONSTRUCTION SHALL NOT EXCEED THE DESIGN REQUIREMENTS. USE E70 ELECTRODES OF TYPE REQUIRED FOR MATERIALS TO BE WELDED. WALL FRAMING: UNLESS OTHERWISE NOTED, ALL INTERIOR WALLS SHALL BE 2X4 16 OC AND ALL EXTERIOR WALLS TRIMMER/KING STUD, MULTIPLE
<br /> LOADS OR THE CAPACITY OF THE PARTIALLY COMPLETED CONSTRUCTION. ALL STRUCTURAL SYSTEMS WHICH ARE SHALL BE 2X6 0 16"OC. PROVIDE (2)BUNDLED STUDS MIN AT WALL ENDS AND EACH SIDE OF ALL OPENINGS. UNO, STUDS PER PLAN OR GENERAL GENERAL NOTES
<br /> TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING SPLICES: CONFORM TO ACI 301, SEC 3.3.2.7. REFER TO "LAP SPLICE SCHEDULE" OR PLANS FOR TYPICAL SPLICES.
<br /> MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED THE SPLICES INDICATED ON INDIVIDUAL SHEETS CONTROL OVER THE SCHEDULE. USE CLASS B SPLICES UNLESS ALL SOLID SAWN LUMBER HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (1)TRIM AND (1)KING STUD AND ALL NOTES, WHERE LOCATED - Q,
<br /> BY THE SUPPLIER. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR STRUCTURE AND STRUCTURAL OTHERWISE NOTED.
<br /> GLULAM OR ENGINEERED WOOD HEADERS BY (2)TRIM AND (2)KING STUDS. AT FRAMED WALLS, UNO ALL SOLID SAWN
<br /> FACE NAIL TRIMMER STUD - ,'�'
<br /> F-
<br /> COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS FIELD BENDING: CONFORM TO ACI 301 SEC 3.3.2.8. "FIELD BENDING OR STRAIGHTENING." LUMBER BEAMS SHALL BE SUPPORTED ON A MINIMUM OF (2) BUNDLED 2X STUDS AND ALL GLULAM OR ENGINEERED
<br /> BAR SIZES #3 THROUGH TO KING STUD W/ 16d AT 24 OC Q co
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<br /> CONFORM TO ASCE 37-02 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION". #5 MAY BE FIELD BENT COLD THE FIRST TIME , PROVIDED REINFORCING BAR TEMPERATURE IS ABOVE 32'F. FOR WOOD BEAMS ON A MINIMUM OF (3) BUNDLED 2X STUDS. STITCH-NAIL BUNDLED STUDS WITH (2)10D 0 12 OC. NOTES: A r.
<br /> ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE OTHER BARS SIZES REQUIRE PREHEATING BEFORE FIELD BENDING. DO NOT TWIST BARS. UNO, ALL INTERIOR AND EXTERIOR HEADERS SHALL BE 4X10 DF#2. PROVIDE SOLID BLOCKING THRU FLOORS TO 1. WALL SHEATHING NOT SHOWN FOR CLARITY
<br /> SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT. SUPPORTS BELOW FOR BEARING WALLS AND POSTS. PROVIDE CONTINUOUS SOLID BLOCKING AT MID-HEIGHT OF ALL 2. WHERE ROOF ABOVE. RAFTERS OR PRE-MANUFACTURED
<br /> ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. CORNERS BARS: PROVIDE MATCHING-SIZED "L" CORNER BARS FOR ALL HORIZONTAL WALL AND FOOTING BARS WITH STUD WALLS OVER 10'-0" IN HEIGHT. TRUSSES PER PLAN REPLACE RIM JOIST
<br /> CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL THE APPROPRIATE SPLICE LENGTH, UNO. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE. END NAIL TOP PLATE AND BOTTOM PLATE TO EACH STUD
<br /> ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-02 WITH THREE 10d NAILS. FACE NAIL DOUBLE TOP PLATES WITH 10d AT 12"OC AND LAP MINIMUM 4'-0" AT JOINTS
<br /> "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION". AND PROVIDE TWELVE 10d NAILS AT 4 OC EACH SIDE OF JOINT. AT TOP PLATE INTERSECTIONS PROVIDE THREE 10d
<br /> ANCHORS: FACE NAILS. 1 TYPICAL THROUGH FLOOR SOLID BLK'G AT POINT LOAD ABOVE ZVELT
<br /> DESIGN CRITERIA: - EXPANSION OR ADHESIVE ANCHORS: EXPANSION AND ADHESIVE ANCHORS SHALL BE AS SPECIFIED OR SER ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH TWO
<br /> ROOF LOADS: DEAD LOADS 15 PSF APPROVED EQUAL WITH CURRENT ICC REPORT. INSTALL ANCHORS 1N STRICT ACCORDANCE TO ICC REPORT AND ROWS OF 10d NAILS AT 16"OC, OR ATTACHED TO CONCRETE BELOW WITH 5/8" DIAMETER ANCHOR BOLTS
<br /> LIVE LOADS 25 PSF MANUFACTURERS INSTRUCTIONS. AT 4'-0"OC EMBEDDED 7" MINIMUM, UNO. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SECTION WITH
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<br /> FLOOR LOADS: DEAD LOADS 10 PSF ONE BOLT LOCATED NOT MORE THAN 12" OR LESS THAN 4 4" FROM EACH END OF THE PLATE SECTION. INDIVIDUAL
<br /> LIVE LOADS 40 PSF WOOD FRAMING MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 10d AT 16"OC. UNLESS
<br /> DECKS LIVE LOAD 60 PSF REFERENCE STANDARDS: CONFORM TO: NOTED OTHERWISE, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND
<br /> RAILING IMPACT POINT LOAD 200 POUNDS APPLIED AT TOP IN ANY DIRECTION (1) IBC CHAPTER 23 "WOOD", PLATES WITH #6 x 1-1/4" TYPE S OR W SCREWS AT 8"OC. UNLESS NOTED OTHERWISE, r (NOMINAL) APA RATED
<br /> SNOW LOAD: GROUND SNOW LOAD, Pg = 20 PSF; ROOF SNOW LOAD, Ps = 25 PSF; SNOW EXPOSURE " SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAIL AT 6"OC AT PANEL STRUCTURAL ENGINEERING
<br /> FACTOR, Ce = 1.0; SNOW IMPORTANCE FACTOR, Is = 1.0; THERMAL FACTOR, Ct = 1.0. (2) NDS AND NDS SUPPLEMENT - "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", EDGES AND TOP AND BOTTOM PLATES (BLOCK UNSUPPORTED EDGES) AND TO ALL INTERMEDIATE STUDS AND PANEL EDGE NAILING PER
<br /> WIND DESIGN: BASIC WIND SPEED (3-SECOND GUST), V = 110 MPH; WIND IMPORTANCE FACTOR, Iw = 1.0; IDENTIFICATION: ALL SAWN LUMBER AND PRE-MANUFACTURED WOOD PRODUCTS SHALL BE IDENTIFIED BY THE GRADE BLOCKING WITH 8d NAILS AT 12"OC. ALLOW 1/8" SPACING AT ALL PANEL ENDS. SHEAR WALL SCHEDULE
<br /> MARK OR A CERTIFICATE OF INSPECTION ISSUED BY THE CERTIFYING AGENCY.
<br /> OCCUPANCY CATEGORY = II; EXPOSURE CATEGORY = B; WIND SPEED-UP FACTOR Kzt=1.0; ROOF/FLOOR FRAMING: UNLESS OTHERWISE NOTED, PROVIDE DOUBLE JOISTS/RAFTERS UNDER ALL PARALLEL BEARING SHEAR WALL PER PLAN
<br /> SEISMIC DESIGN: SEISMIC IMPORTANCE FACTOR le = 1.0; OCCUPANCY CATEGORY = II; Ss = 1.383g; S1 = MATERIALS: PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND SOLID BLOCKING AT ALL BEARING POINTS. 6619132ND AVE NE,#126
<br /> CATEG SEISMIC DESIGNACCATEGORY FORCE D; SdsIS = 0.922g; Sd1 = NG WALL SEISMICSYSTEMS)DESIGN PROVIDE DOUBLE JOISTS AROUND ALL ROOF/FLOOR OPENINGS.TOENAIL JOISTS TO SUPPORTS WITH THREE 10d NAILS. KIRKLAND,WA 98033
<br /> CATEGORY = D; BASIC SEISMIC RESISTING SYSTEM (BEARING SAWN LUMBER: ALL LUMBER SHALL BE KILN-DRIED OR MC-19 AND CONFORM TO GRADING RULES OF WWPA,
<br /> LIGHT-FRAMED WALLS WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE AND WCLIB OR NLGA. FINGER JOINTED STUDS ACCEPTABLE AT INTERIOR WALLS ONLY. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH
<br /> FLEXIBLE DIAPHRAGMS;Cs =0.142;R =6.5;Cd=4;OMEGA=2.5;SEISMIC BASE SHEAR = 7.5 KIPS; MEMBER USE SIZE SPECIES GRADE MINIMUM BASE VALUE NOTES PER PLAN. UNO, MULTI-JOISTS/RAFTERS SHALL BE STITCH-NAILED TOGETHER WITH (2)10d 0 12"OC.
<br /> ANALYSIS PROCEDURE=EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7, SEC 12.8 STUDS, PLATES, MISC 2X, 3X HEM-FIR NO. 2 Fc=575 PSI TOENAIL RIM JOIST TO TOP PLATE WITH lOd AT 6"OC. PROVIDE ROOF SHEATHING EDGE WITH APPROVED CLIPS 1111111
<br /> AlZvelt.Eng@outlook.com
<br /> CENTERED BETWEEN FRAMING AT UNBLOCKED PLYWOOD EDGES. ALL FLOOR SHEATHING SHALL HAVE TONGUE AND ;/
<br /> DEFLECTIONS: TOTAL LOAD DEFLECTION LIMIT: L 240 JOISTS 2X, 3X 2X6 - 2X12 HEM-FIR NO. 2 Fb=850 PSI " � A
<br /> / GROOVE JOINTS OR BE SUPPORTED BY SOLID BLOCKING. ALLOW 1/8 SPACING AT ALL PANEL EDGES AND ENDS OF -------------- -------------------------•
<br /> BEAMS 4X8 - 4X12 DOUG-FIR NO. 2 Fb=900 PSI '� eLNE LOAD DEFLECTION LIMIT: L/360 ROOF/FLOOR SHEATHING. ROOF/FLOOR SHEATHING SHALL BE LAID FACE GRAIN PERPENDICULAR TO FRAMING � �►
<br /> DESIGN-BY-OTHERS (DEFERRED SUBMITTALS) LOADS: ALL PRE-ENGINEERED, PRE-FABRICATED, BEAMS 6X8 - 6X12 DOUG-FIR NO. 2 Fb=875 PSI MEMBERS AND NAILED AT 6"OC WITH 8d NAILS TO FRAMED PANEL EDGES, DRUG-STRUTS, AND OVER STUD WALLS ' 1
<br /> PRE-MANUFACTURED, OR OTHER PRODUCTS DESIGNED BY OTHERS SHALL BE DESIGNED FOR THE TRIBUTARY POSTS 4X DOUG-FIR NO. 2 Fc=700 PSI AS PER PLAN AND AT 12"OC TO INTERMEDIATE SUPPORTS.. PANEL EDGE NAILING PER
<br /> MOISTURE CONTENT: WOOD MATERIAL USED FOR THIS PROJECT SHALL HAVE MAXIMUM MOISTURE CONTENT OF 19% NAILING TO MATCH BOTTOM
<br /> DEAD AND LIVE LOADS PLUS WIND, EARTHQUAKE, AND COMPONENT AND CLADDING LOADS WHEN APPLICABLE. POSTS 6X, 8X DOUG-FIR N0. 1 Fc=1000 PSI SHEAR WALL SCHEDULE I
<br /> DESIGN SHALL CONFORM TO THE PROJECT DRAWINGS AND SPECIFICATIONS, REFERENCE STANDARDS, AND GLUED LAMINATED TIMBER: MANUFACTURED LUMBER, PSL. LVL, AND LSL, SHALL BE MANUFACTURED UNDER A EXCEPT FOR THE PRESSURE-TREATED WOOD SILL PLATE. PLATE NAILING PER SW SCHED
<br /> GOVERNING CODE. PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING ( i
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<br /> PRESERVATIVE TREATMENT/METAL CONNECTORS: WOOD MATERIALS ARE REQUIRED TO BE "TREATED WOOD" UNDER SHEAR WALL PER PLAN 'S' OF wAsy .t
<br /> ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS AND WEB STIFFENERS SHALL BE DETAILED AND THE NAME AND PLANT NO OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND CERTAIN CONDITIONS IN ACCORDANCE WITH IBC SEC 2304.10.5 "FASTENERS AND CONNECTORS IN CONTACT WITH
<br /> FURNISHED BY THE SUPPLIER. TEMPORARY AND PERMANENT BRIDGING SHALL BE INSTALLED IN CONFORMANCE THE QUALITY CONTROL AGENCY. ALL PSL, LVL, AND LSL LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH �Pz� �c .
<br /> ICC-ESS REPORT ESR-1387 USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE PRESERVATIVE -TREATED AND FIRE-RETARDANT-TREATED WOOD". CONFORM TO THE APPROPRIATE STANDARDS OF THE r ,' f
<br /> WITH THE MANUFACTURER'S SPECIFICATIONS. DEFLECTION LIMITS SHALL BE AS NOTED UNDER DESIGN LOADS AMERICAN WOOD PROTECTION ASSOCIATION (AWPA) FOR SAWN LUMBER, GLUED LAMINATED TIMBER, ROUND POLES, u
<br /> SECTION. THESE ELEMENTS INCLUDE BUT ARE NOT LIMITED TO: REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. THE MEMBERS s f it 11 :-
<br /> HALL HAVETHE FOLLOWING MINIMUM PROPERTIES: WOOD PILES AND MARINE PILES. FOLLOW AMERICAN LUMBER STANDARDS COMMITTEE (ALSO) QUALITY ASSURANCE SHEAR WALL PER PLAN "°
<br /> RAILINGS SHALL BE DESIGNED TO RESIST 200 POUNDS APPLIED AT THE TOP IN ANY DIRECTION. S PROCEDURES. PRODUCTS SHALL BEAR THE APPROPRIATE MARK. �j� ,p 521s4 �� ��
<br /> -HANDRAILS & GUARDRAILS GLUED LAMINATED MEMBER BEAMS SHALL NOT BE CAMBERED, UNLESS SHOWN OTHERWISE ON THE PLANS OR ( F FGI T
<br /> SPECIFICATIONS. PRESSURE TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO RETENTION OF 0.25 PCF. WOOD IN SfIO :•,�• r
<br /> -ENGINEERED WOOD BEAMS MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12% OR LESS. THE CONTINOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO A RETENTION OF 0.40 PCF. SODIUM
<br /> -PREFABRICATED WOOD COMPONENETS-SHEAR WALLS/WOOD PANELS CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BORATE (SBX) TRATED WOOD SHALL NOT BE USED WHERE EXPOSED TO WEATHER. FASTENERS AND TIMBER EXPIRES: 07-07-20
<br /> -TEMPORARY SHORING SYSTEMS BEAMS FROM EXCEEDING 12%. EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEED THIS VALUE. CONNECTORS WITHOUT AMMONIA IN DIRECT CONTACT WITH ACQ-A (UP TO A RETENTION LEVEL OF 0.40 PCF),
<br /> SOILS AND FOUNDATIONS MEMBER USE SIZES SPECIES STRESS CLASS USES Fb(PSI) Fv(PSI) CBA-A (UP TO A RETENTION LEVEL OF 0.41 PCF), CA-B (UP TO A RETENTION LEVEL OF 0.21 PCF), SHALL BE
<br /> REFERENCE STANDARDS: CONFORM TO IBC CHAPTER 18 "SOILS AND FOUNDATIONS." GLB ALL DF/DF 24F-1.8E 24F-V4 SIMPLE SPANS 2400 265 G185 OR A185 HOT DIPPED OR CONTINUOUS HOT-GALVANIZED PER ASTM A653. FASTENERS AND TIMBER CONNECTORS WITH AMMONIA IN DIRECT CONTACT WITH ACQ-A (OVER A RETENTION LEVEL OF 0.40 PCF), CBA-A i IA
<br /> I, "A
<br /> FOUNDATIONS: EXTEND FOOTINGS TO FIRM AND.UNYIELDING NATIVE SOIL OR STRUCTURAL FILL WITH AN ALLOWABLE ALL DF/DF 24F-1.8E 24F-V8 CANTILEVER SPANS 2400 265 CA-B %�%C'_' .---,-------------------,---
<br /> SOIL BEARING CAPACITY OF 1500 PSF. BOTTOM OF EXTERIOR FOOTINGS SHALL BE 1'-6" MIN BELOW OUTSIDE (OVER A PSL (2.2E) Fb=2900 PSI, Fv=290 PSI WOODS RETENTION
<br /> ALL OTNPLEVEL OF 304 OR 0.41
<br /> 16 PCF),STAINLESS STEEL.(OVER A RETENTION LEVEL OF 0.21 PCF), OR WIN ACZA TREATED PROJECT NAME:
<br /> FINISHED GRADE. MAINTAIN A MINIMUM 6" SEPARATION BETWEEN FINISH GRADE & UNTREATED WOOD FRAMING. LVL (2.OE) Fb=2600 PSI, Fv=285 PSI HOT-DIPPED GALVANIZED METAL HARDWARE AND FASTENERS HAVE A MINIMUM ZINC CONTENT OF AT LEAST 1.85 PANEL EDGE NAILING PER
<br /> EXTERIOR PERIMETER FOOTINGS SHALL BEAR NOT LESS THAN 18 INCHES BELOW ADJACENT FINISHED GRADE, OR SHEAR WALL SCHEDULE
<br /> BY THE BUILDING OFFICIAL. INTERIOR FOOTINGS SHALL BEAR NOT LESS THAN 12 INCHES BELOW FINISH FLOOR. LSL (1.55E) Fb=2325 PSI, Fv=310 PSI OZ/SF AND ITS USE IS COORDINATED BY THE CONTRACTOR AND WOOD SUPPLIER FOR THE EXPECTED ENVIRONMENT NAILING TO MATCH BOTTOM
<br /> FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE, U.N.O. PSL COLUMN (1.8E) Fc=2900 PSI, AND MOISTURE EXPOSURE FOR APPROPRIATE USE BASED ON THE METHOD OF PRESERVATIVE TREATMENT OF THE PLATE NAILING PER SW SCHED
<br /> WOOD. PANEL EDGE NAILING 'a: (� (�
<br /> FOUNDATION STEM WALLS: THE HEIGHT OF THE STEM WALL SHALL BE AS NOTED ON THE DRAWINGS TO FIT THE PLYWOOD SHEATHING SHALL BE APA-RATED STRUCTURAL SHEATHING GRADE C-D EXTERIOR GLUE OR STRUCTURAL rec E U v E m
<br /> HOEDOWN REQUIREMENTS. MAINTAIN A MINIMUM 6" SEPARATION BETWEEN FINISH GRADE & UNTREATED WOOD FRAMING. II, EXTERIOR GLUE IN CONFORMANCE WITH THE AMERICAN PLYWOOD ASSOCIATION (APA). ORIENTED STRAND BOARD THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SHEAR WALL SCHEDU : , �/ I
<br /> BACKFILLING: BACKFILL BEHIND FOUNDATION WALLS SHALL BE OF FREE-DRAINING MATERIAL PLACED IN MAXIMUM OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SAFETY STANDARDS AND SILICA-DUST PROTECTION PER OSHA AND WSHA. THE CONTRACTOR IS RESPONSIBLE FOR
<br /> THE STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY
<br /> LOOSE LIFTS OF 12". BACKFILL SHALL BE COMPACTED USING HAND-OPERATED EQUIPMENT ONLY. THE SHORING, BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETED. FEB 12 2020 ji A o
<br /> CONTRACTOR SHALL REFRAIN FROM OPERATING HEAVY EQUIPMENT BEHIND FOUNDATION WALLS WITHIN A DISTANCE PREFABRICATED PLYWOOD WEB JOIST DESIGN SHOWN ON PLANS IS BASED ON JOISTS MANUFACTURED BY THE THE CONTRACTOR IS RESPONSIBLE TO BE FAMILIAR WITH THE WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS Q N
<br /> EQUAL TO OR GREATER THAN THE HEIGHT OF THE WALL. TRUS-JOIST CORPORATION. ALTERNATE PLYWOOD WEB JOIST MANUFACTURED BY THE TRUSS-JOIST CORPORATION, AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY.THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY CITY OF EVERETT
<br /> STRUCTURAL FILL: UNLESS OTHERWISE SPECIFIED BY A GEOTECHNICAL ENGINEER, FOOTINGS SHALL BE PLACED ALTERNATE PLYWOOD WEB JOIST MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR Permit Services5 ON COMPACTED MATERIAL AND SHALL BE WELL-GRADED GRANULAR MATERIAL WITH NO MORE THAN 5% PASSING ARCHITECT AND STRUCTURAL ENGINEER. JOIST HANGERS AND CONNECTORS SHALL BE "SIMPSON STRONG-TIE" ANY HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCY TO THE OWNER,
<br /> A #2 SIEVE. FILLS PLACED SHALL BE IN MAXIMUM 8" LIFTS AND ALL BEARING SOILS SHALL BE COMPACTED TO CATALOG C-C-2017. ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. Z HH j
<br /> 95% MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT USING THE MODIFIED PROCTOR TEST. PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER 2 TYPICAL SHEAR WALL INTERSECTIONS �7 Ei
<br /> COMPACTION: UNLESS OTHERWISE SPECIFIED BY A GEOTECHNICAL ENGINEER, FOOTINGS SHALL BE PLACED ON HARDWARE SHALL BE COMPATIBLE IN SIZE WITH PLYWOOD WEB JOIST PROVIDED. ALL 2x JOISTS SHALL BE GENERAL WOOD REMEDIATION GUIDELINES x
<br /> COMPACTED MATERIAL AND SHALL BE WELL-GRADED GRANULAR MATERIAL WITH NO MORE THAN 5% PASSING A CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. ALL TJI JOIST SHALL BE CONNECTED TO FLUSH CS16 STRAP OVER �o
<br /> #2 SIEVE. FILLS PLACED SHALL BE IN MAXIMUM 8" LIFTS AND ALL BEARING SOILS SHALL BE COMPACTED TO BEAMS WITH '1US" SERIES JOIST HANGERS. ALL DOUBLE-JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS SHEATHINGcip .1-
<br /> THESE GUIDELINES OUTLINE GENERAL RECOMMENDATIONS FOR THE REPAIR OF STRUCTURAL WOOD FRAME MEMBERS THAT HAVE
<br /> 95% MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT USING THE MODIFIED PROCTOR TEST. WITH 'MU" SERIES JOIST HANGERS. LIMITED WOOD DECAY AND DETERIORATION DUE TO WATER INFILTRATION. ALL ROT IS TO BE REMOVED FROM THE FRAMING (1 i" MIN 2" MAX F"' V) W
<br /> CONCRETE: f'c = 2500 PSI. MIN 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE 1/2 OF THE NAILS OR BOLTS IN EACH MEMBER. MEMBER AND THE STRUCTURE. THIS IS A PRELIMINARY SCOPE OF REPAIR TO BE REVIEWED BY THE CONTRACTOR AND OWNER HEADER LOCATION RIGHT FROM ROUGH OPENING)
<br /> OVER OPENING PER PLAN
<br /> PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS
<br /> 6.0 GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE NOTED OTHERWISE ALL NAILS SHALL BE FULL LENGTH COMMON. NAIL STRAPS TO WOOD FRAMING AS LATE AS PRIOR TO PROCEED TO WORK. SHEAR WALL PER
<br /> PREVENTED. POSSIBLE IN THE FRAMING PROCESS TO ALLOW THE WOOD TO SHRINK AND THE BUILDING TO SETTLE. ANY STRUCTURAL FRAMING SUSPECT OF COLLAPSE OR INDICATING INSTABILITY SHALL BE SHORED IMMEDIATELY. SAFETY OF f f s -�^-- PLAN
<br /> REINFORCING STEEL: #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3 AND #4 BARS SHALL THE OCCUPANTS, THE CONSTRUCTION LABOR AND THE BUILDING STRUCTURE ARE OF THE FIRST PRIORITY. IN ALL CASES THE
<br /> BE GRADE 40, PER ASTM A-615. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6X6 - ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY SHORING OF THE STRUCTURE AS REQUIRED DURING THE REPAIR OF
<br /> W2.1 X W2.1. LAP ONE FULL MESH AT SPLICES. NAILS: CONFORM TO IBC SEC 2303.6, NAIL PER IBC TABLE 2304.10.1. UNLESS NOTED OTHERWISE ALL NAILS DETERIORATED FRAMING.
<br /> SHALL BE COMMON. NAIL SIZES SPECIFIED ON THE DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: EXPOSE FULL EXTENT OF ANY DETERIORATION OF WOOD SHEATHING OR FRAMING WHERE DECAYED WOOD OR FRAMING IS 1
<br /> RENOVATION SIZE LENGTH DIAMETER TYPE OBSERVED.
<br /> DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. 8d 2-1/2" 0.131" COMMON DETERMINE THE MAGNITUDE OF DECAY THAT PENETRATES INTO THE STRUCTURAL FRAMING MEMBERS USING A SMALL FLATHEAD SHEET TITLE:
<br /> SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLESCREWDRIVER OR AN AWL AS A TEST PROBE. EXPOSE THE WOOD ROT AND DECAY TO THE FULLEST EXTENT POSSIBLE.
<br /> TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING 10d 3" 0.148" GUN STRUCTURALLY COMPETENT WOOD SHOULD BE RESISTANT TO THE INSERTION OF THE TOOL FRAMING MEMBERS THAT HAVE NOT
<br /> STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 12d 3-1/4" 0.148" GUN EXPERIENCED FUNGAL DECAY BUT EXHIBIT SURFACE MOLD MAY REMAIN IN PLACE PROVIDED THAT THE MOLD IS REMOVED I•. •. •. •. •. •. •. .
<br /> 40 PSF. 16d 3-1/2" 0.162" GUN THROUGH CHEMICAL TREATMENT.
<br /> DRYROT: CONTRACTOR SHALL CHECK FOR DRYROT AT ALL EXTERIOR WALLS, EXISTING TOILET ROOM FLOORS „ ALL STRUCTURAL FRAMING THAT HAS HAD ROT REMOVED OR HAS BEEN EXPOSED TO SIGNIFICANT MOISTURE CONTENT, ABOBE 2'-0"
<br /> AND WALLS, AREAS SHOWING WATER STAINS, AND ALL WOOD MEMBERS IN BASEMENT AND CRAWL SPACES. ALL NAILING REQUIREMENTS: PROVIDE MINIMUM NAILING IN ACCORDANCE WITH IBC TABLE 2304.10.1 FASTENING 19% OR IS CURRENTLY WET, SHOULD BE TREATED FOR BOTH A ONE-TIME SURFACE GROWTH CLEANER AND TREATED TO LIMIT / /
<br /> ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED.
<br /> SCHEDULE" EXCEPT AS NOTED ON THE DRAWINGS. NAILING FOR ROOF/FLOOR DIAPHRAGMS/SHEAR WALLS SHALL BE FUTURE GROWTH. A GOOD SURFACE TREATMENT CLEANER SHOULD INCLUDE A 50/50 WATER/BLEACH MIXTURE THAT IS SPRAY
<br /> PER DRAWINGS. NAILS SHALL BE DRIVEN FLUSH AND SHALL NOT FRACTURE THE SURFACE OF SHEATHING. OR ROLLER APPLIED AND WILL KILL SURFACE GROWTH. A SECOND TREATMENT FOR A LONGER TERM MILDICIDE AND GROWTH OPENING GENERAL
<br /> CAST-IN-PLACE CONCRETE INHIBITOR SHOULD THEN BE APPLIED. A WOOD PRESERVATIVE TREATMENT SUCH AS THE JASCO GREEN TERMIN-8, SHOULD BE
<br /> LAG BOLTS/BOLTS: CONFORM TO ASTM A307. STRUCTURAL
<br /> REFERENCE STANDARDS: CONFORM TO: GENEROUSLY APPLIED BY BRUSH OR ROLLER IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER.
<br /> ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS S (2; 2X6 BLKG OR 2X4
<br /> (1) ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY". STATE OF DECAY WHEREBY WOOD FRAMING MEMBER IS TO BE CLEANED OR REMOVED AND REPLACED:
<br /> OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG SCREWS SHALL CONFORM TO THE FLAT BLKG BEHIND
<br /> (2) IBC CHAPTER 19, CONCRETE. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRCTION (2015 EDITION) WITH A LEAD BORE HOLE 2X6 WALL STUDS WITH DECAY (FUNGAL WOOD ROT) THAT PENETRATES MORE THAN 3/16" INTO THE SURFACE ON ONE OR STRAP, TYPD NOTES
<br /> FIELD REFERENCE: THE CONTRACTOR SHALL KEEP A COPY OF ACI FIELD REFERENCE MANUAL, SP-15, "STANDARD OF 60-70% OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG MORE SIDES SHALL BE REMOVED AND REPLACED. EXTEND STAMP
<br /> SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301) /WITH SELECTED ACI AND ASTM REFERENCES." SCREWS. BOLT HOLES SHALL BE A MINIMUM OF 1 32" TO A MAXIMUM OF 1/16" LARGER THAN THE BOLT TOP AND BOTTOM PLATES WHICH SHOW SIGNS OF DETERIORATION ARE TO BE REPLACED WITH NEW MATERIAL. TOP AND OVER SHEAR WALL
<br /> BOTTOM PLATES ARE TO BE STRAPPED TO ADJACENT PLATES WITH A MINIMUM SIMPSON LSTA24.
<br /> CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c=3000 PSI AND MIX SHALL CONTAIN NOT LESS THAN DIAMETER. HOLES SHALL BE ACCURATELY ALIGNED IN MAIN MEMBERS AND SIDE PLATES/ MEMBERS. BOLTS SHALL IF THE FRAMING MEETS THE ABOVE CRITERIA, THE SURFACE FUNGAL DECAY ON THE FRAMING MEMBERS MAY BE REMOVED
<br /> 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND SHALL BE PROPORTIONED TO PRODUCE A NOT BE OVERDRIVEN. THROUGH MECHANICAL EFFORT, TREATED WITH AN APPROPRIATE FUNGICIDE, AND THE MEMBER MAY REMAIN IN PLACE.
<br /> SLUMP OF 5" OR LESS. STRUCTURAL CALCULATIONS ARE BASED ON A CONCRETE STRENGTH OF f'c=2500 PSI ALL ABUTTING FRAMING, WHETHER WET OR NOT IS TO BE TREATED WITH AN APPROVED WOOD PRESERVATIVE. IBC 2015
<br /> AND NO CONCRETE STRENGTH TESTING IS REQUIRED. REPLACEMENT OF LIKE KIND FRAMING - IF NECESSARY:
<br /> ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-ENTRAINED WITH AIR-ENTRAINING FRAMING MEMBERS THAT REQUIRE REMOVAL AND REPLACEMENT BASED ON THE CRITERIA ABOVE SHALL BE REPLACED WITH
<br /> AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT FOR FROST-RESISTANT CONCRETE NEW WOOD FRAMING OF THE SAME SIZE, SPECIES, AND GRADE OF WOOD AS INDICATED ON THE GRADE STAMP ON THE
<br /> SHALL BE IN ACCORDANCE WITH ASTM C666. EXISTING WOOD IF PRESENT. IF THE SPECIES AND GRADE IS UNKNOWN, USE HEM-FIR NO.1 FOR 4X AND LARGER MEMBERS,
<br /> CONCRETE COVER: CONFORM TO THE FOLLOWING COVER REQUIREMENTS FROM ACI 301, TABLE 3.3.2.3: AND HEM FIR NO. 2 FOR 2X MEMBERS. SHEET NUMBER:
<br /> CONCRETE CAST AGAINST EARTH 3" FRAMING MEMBERS THAT HAVE NOT EXPERIENCED DECAY, BUT EXHIBIT ORGANIC SURFACE GROWTH MAY REMAIN IN PLACE, '� '� XSHEATHING
<br /> -- ^� --‘,`--
<br /> CONCRETE EXPOSED TO EARTH OR WEATHER (#5 & SMALLER) 1-1/2" PROVIDED THAT THE ORGANIC GROWTH IS REMOVED THROUGH MECHANICAL AND CHEMICAL TREATMENT.
<br /> DETERIORATED WALL SHEATHING DETERIORATED PANEL EDGE NAILING PER S 1
<br /> CONCRETE EXPOSED TO EARTH OR WEATHER (#6 & LARGER) 2" WALL SHEATHING SHALL BE REMOVED AND REPLACED IN MINIMUM 2-FT X 2-FT SECTIONS. THE NEW SHEATHING SHALL BE SHEAR WALL SCHEDULE AT TO BLKG W/
<br /> NAILED TO NEW BLOCKING AT ALL PANEL EDGES TO MATCH THE STUD DEPTH AT THE SHEATHING EDGES. NAIL THE FULL HEIGHT STUDS AROUND PANEL EDGES NAILING PER
<br /> CITY OF E RETT
<br /> BARS IN SLABS AND STEM WALLS 3/4" SHEATHING TO THE STUDS AND BLOCK WITH 8D SPACED TO MATCH THE AS-BUILT CONDITIONS. WALL OPENING (TYP) SHEAR WALL SCHEDULE (TYP) REVIEWED FO ' PER
<br /> S 3
<br /> STRUCTURAL NOTES 3 TYPICAL STRAPPING AT WALL OPENING
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