1918 EVERETT AVE 2023 Plans 2025-09-10

General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS /.F. CTURAL CRITERIA RENOVATION razG 124 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE 10.DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE 21.FASTENERS AND TIMBER CONNECTORS USED WITH TREATED WOOD SHALL HAVE 25.WOOD FRAMING NOTES-THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE Seattle,WA 98121 Some 100 DRAWINGS, SPECIFICATIONS, THE INTERNATIONAL EXISTING BUILDING CODE (2018 COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CORROSION RESISTANCE AS INDICATED IN THE FOLLOWING TABLE, UNLESS OTHERWISE PLANS: TACOMA EDITION). THIS STRUCTURE DOES NOT CONFORM TO PRESENT EARTHQUAKE CODE CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. NOTED. 93,1B-di 5mte 100 98402 REQUIREMENTS. IT HAS BEEN ANALYZED AND REINFORCED FOR MINIMUM MAINTENANCE DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING A.ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE Tacoma,WA SHIN IN ACCORDANCE WITH INTERNATIONAL EXISTING BUILDING CODE, AND IS WITHIN THE STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON WOOD TREATMENT CONDITION PROTECTION MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE, THE AITC'TIMBER 414NN Pead Sttreet Suite NGTO$ 506.443.E212 CURRENT PRACTICE FOR THE RENOVATION OF EXISTING BUILDINGS OF THIS AGE AND EXISTING FLOOR SYSTEMS TO 40 PSF. HAS NO AMMONIA CARRIER INTERIOR DRY G90 GALVANIZED CONSTRUCTION MANUAL' AND THE AWC'NATIONAL DESIGN SPECIFICATION FOR WOOD ete=glnee-me, EI-bui WA 96926 TYPE OF CONSTRUCTION. PARAPET BRACING HAS BEEN DESIGNED TO MEET THE CONTAINS AMMONIA CARRIER INTERIOR DRY G185 OR A185 HOT DIPPED OR Copyright 2023 Swenson Say Fa9et-All Rights Rayed COLLAPSE PREVENTION PERFORMANCE OBJECTIVE OF ASIDE 41-17 USING BSE-2E 11.CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONTINUOUS HOT-GALVANIZED CONSTRUCTION'. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2 FORCES. CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING PER ASTM A653 MECHANIC AL COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANIC CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND CONTAINS AMMONIA CARRIER INTERIOR WET TYPE 304 OR 316 STAINLESS AL AND ARCHITECTURAL DRAWINGS. 2. DESIGN LOADING CRITERIA: MUST BE VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL CONTAINS AMMONIA CARRIER EXTERIOR TYPE 304 OR 316 STAINLESS B.WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ROOF ENGINEER IF EXISTING CONDITIONS DETERMINED DURING WORK VARY FROM THE AZCA ANY TYPE 304 OR 316 STAINLESS ALL STUDS SHALL BE SPACED AT 16' 0.C. UNO. TWO STUDS MINIMUM SHALL BE _ p ROOF LIVE LOAD. . . . . . . . . . . . . . . . . . . . . . . 25 PSF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS. PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND tr ` INTERIOR DRY CONDITIONS SHALL HAVE WOOD MOISTURE CONTENT LESS THAN 19%. DEFLECTION CRITERIA AT BEAM OR HEADER BEARING LOCATIONS. TWO 2z8 HEADERS SHALL BE PROVIDED i sus LIVE LOAD DEFLECTION . . . . . . L/360 12.CONTRACTOR SHALL CHECK FOR DRY ROT AT ALL AREAS OF NEW WORK. ALL ROT WOOD MOISTURE CONTENT IN OTHER CONDITIONS(INTERIOR WET, EXTERIOR WET, AND OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS EXTERIOR DRY IS EXPECTED TO EXCEED 19%. CONNECTORS AND THEIR FASTENERS TOTAL LOAD DEFLECTION. L/240 . SHALL BE THE SAME MATERIAL. COMPLY WITH THE TREATMENT MANUFACTURERS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT sAffAL ENVIRONMENTAL LOADS SOLID BLOCKING AT MID-HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT. RAIN. . . . . . . . . . . . . . . . . . 1.5 IN/HR ANCHORAGE RECOMMENDATIONS FOR PROTECTION OF METAL. SNOW. . . . . . . Ce=1.0, Is=1.0, Ct=1.1, Cs=1.0, Pg=25 PSF, Pf=20 PSF ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END DRAWN: WIND. . . . . . . . GCpi=0.18, 100 MPH, RISK CATEGORY II, EXPOSURE'B' NAIL TOP PLATE TO EACH STUD WITH TWO I6d NAILS, AND TOENAIL OR END NAIL RJ 13.EPDXY RENOVATION ANCHORS TO EXISTING UNREINFORCED BRICK MASONRY WALLS p2.TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE °STRONG-TIE° EARTHQUAKE. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE EACH STUD TO BOTTOM PLATE WITH TWO I6d NAILS. FACE NAIL DOUBLE TOP DESIGN: LATERAL SYSTEM: UNREINFORCED MASONRY SHEAR WALL SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING 'HIT-HY270' AS BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C PLATE WITH I6d @ 12' -2021. O.C.. LAP TOP PLATES AT JOINTS A MINIMUM 4'-0" AND (1 n CHE lJ MANUFACTURED BY THE HILTI CORP. SCREEN TUBE IS REQUIRED. INSTALL IN EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED .C. . CHECKED: SITE CLASSY(DEFAULT), Ss�.91, Sxs=1.1, S1-0.32 NAIL WITH TWELVE 16d NAILS @ 4' 0 EACH SIDE JOINT Sx1�.63, Sa=1.09, SDC D, ]e=1.0 STRICT ACCORDANCE WITH ICC{S REPORT NO. ESR-4144. MINIMUM BASE MATERIAL THEY HAVE ICC�S APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE FR TEMPERATURE IS 23 DEGREES, F. HOLES SHALL BE DRILLED ONLY. ROTO-HAMMERS NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD JAN 29 20A APPROVED: SHALL HAVE THE HAMMER OPTION TURNED OFF. RODS SHALL BE THREADED ASTM-A36 CARRYING CAPACITY. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE FR 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL MATERIAL UNLESS OTHERWISE NOTED. FRAMING BELOW WITH TWO ROWS OF Ad NAILS @ 12' ON-CENTER, OR ATTACHED DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE MANUFACTURER'S RECOMMENDATIONS. TO CONCRETE BELOW WITH 5/8' DIAMETER ANCHOR BOLTS @ 4'-0' ON-CENTER CITY OF EVERETT �, 2(�2olA/12 PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE Permit Services LLSS COVE E n SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE 14.DRILLED-IN WALL ANCHORS INSTALLED IN MASONRY WALLS SHALL BE TESTED IN ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH °LUS" SERIES JOIST EMBEDDED 7' MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF I' PULLOUT BY AN APPROVED AGENCY. THE MINIMUM NUMBER TESTED SHALL BE FOUR BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF I6d @12' OCT 0 0 i 3 REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. PER FLOOR AND ROOF, WITH TWO TESTS AT WALLS WITH JOISTS PARALLEL TO THE HANGERS. ALL AN JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH 'ITS' ON CENTER. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH SERIES JOIST HANGERS. ALL DOUBLE-JOIST BEAMS SHALL BE CONNECTED TO FLUSH WALL. THE NUMBER OF TESTS AND TEST LOCATIONS SHALL BE DETERMINED AT THE TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO. 6 X 1-1 4 L7;:','t,r DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. BUILDING SITE BY THE STRUCTURAL ENGINEER. THE TEST APPARATUS SHALL BE BEAMS WITH'MIT' SERIES JOIST HANGERS. / SUPPORTED ON THE MASONRY WALL AT A MINIMUM DISTANCE EQUAL TO THE WALL TYPE S OR W SCREWS @ 8' ON-CENTER. UNLESS INDICATED OTHERWISE, 1/2' -- �� 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND THICKNESS FROM THE ANCHOR TESTED. THE ROD SHALL BE TESTED TO A LOAD WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR (NOMINAL)APA RATED SHEATHING(SPAN RATING 24/0) SHALL BE NAILED TO ALL DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DETERMINED BY THE STRUCTURAL ENGINEER PRIOR TO TESTING OR TO FAILURE BOLTS IN EACH MEMBER. EXTERIOR SURFACES WITH Bd NAILS @ 6' ON-CENTER AT PANEL EDGES AND TOP Permit#: szso6-Ues DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING AND BOTTOM PLATES (BLOCK UN-SUPPORTED EDGES)AND TO ALL INTERMEDIATE Site Address: 1918 EVERETT AVE SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL (ULTIMATE). RESULTS OF ALL TESTS SHALL BE RECORDED. THE REPORT SHALL ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM)AS STUDS AND BLOCKING WITH 8d NAILS @ 12" ON-CENTER ALLOW 1/8' SPACING AT Owner: CATHOLIC COMMUNITY SERVICES OF INCLUDE TEST RESULTS AS RELATED TO THE WALL THICKNESS AND JOIST SNOHCO ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ORIENTATION. THE RESULTS OF THE TEST SHALL BE SUBMITTED TO THE BUILDING MEMBERS CONNECTED. ALL PANEL EDGES AND PANEL ENDS. ARCHITECTURAL AND STRUCTURAL DRAWINGS. Tenant: SN9/2023HFAMuv CENTER DEPARTMENT ALONG WITH A LETTER FROM THE STRUCTURAL ENGINEER OUTLINING THE 23.WOOD FASTENERS C.FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL Fe,. y 6OMME23 PROPOSED ALLOWABLE PULL-OUT CAPACITY, FACTOR OF SAFETY AND THE MAXIMUM Permlpe: COMMERCIAL BUILDING5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE ACTUAL ANTICIPATED PULL-OUT. PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND Subtype: COMMERCIAL RE-ROOF METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE A.NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID L'escription: COMMERCIAL RE-ROOF FOR SNOHOMISH CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY SPECIFICATIONS: BLOCKING BETWEEN RAFTERS AND JOISTS AT ALL BEARING POINTS WITH A MINIMUM STEEL FAMILY CENTER AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING OF(3) I6d TOE NAILS EACH END. TOE-NAIL JOISTS TO SUPPORTS WITH TWO I6d CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS 15.STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON: SIZE LENGTH DIAMETER NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL Reviewed By: �" 1 OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, 6d 2" 0.113' JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI JOIST BEAMS )r office Set _ '.ob Site Set SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO A.AISC 360-16 AND SECTION 2205.2 OF THE INTERNATIONAL BUILDING CODE. 8d 2-1/2" 0.131' TOGETHER WITH TWO ROWS 16d @ 12" ON-CENTER. THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. B.JUNE 15, 2016 RISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND I6d BOX 3-1/2" 0.135' JURISDICTIONAL APPROVAL STAMP: BRIDGES AMENDED AS FOLLOWS: AS NOTED IN THE CONTRACT DOCUMENTS, BY THE UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND DELETION OF PARAGRAPH 4.4.1, AND REVISE REFERENCE FROM'STRUCTURAL IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6' STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN DESIGN DRAWINGS' TO'CONTRACT DOCUMENTS' IN PARAGRAPH 3.1. NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) ON-CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 "DESIGN LOADS ON C.SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. FOR REVIEW AND APPROVAL. WALLS AS SHOWN ON PLANS AND @ 12" ON-CENTER TO INTERMEDIATE SUPPORTS. STRUCTURES DURING CONSTRUCTION'. 16.ROLLED SHAPES INCLUDING PLATES, SHALL CONFORM TO ASTM A36, FY = 36 KSL PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT ALL STEEL EXPOSED TO THE WEATHER OR IN CONTACT WITH GROUND SHALL BE NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE 7. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE CORROSION PROTECTED BY GALVANIZATION OR PROVIDED WITH EXTERIOR PAINT DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR SYSTEM, UNLESS OTHERWISE NOTED. TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND 1/8' SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END. TOENAIL BLOCKING TO SUPPORTS WITH I6d @ 12' ON-CENTER, MINIMUM TWO REQUIREMENT. WOOD NAILS PER BLOCK, UNLESS OTHERWISE NOTED. B.ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE 17.FRAMING LUMBER SHALL BE S-DRY, KD, OR MC-19, AND GRADED AND MARKED IN UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. D.WOOD SHRINKAGE: MECHANICAL, ELECTRICAL, PLUMBING FIRE PROTECTION, CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO CONFORMANCE WITH WCLIB STANDARD No. 17, GRADING RULES FOR WEST COAST INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN CLADDING, AND OTHER SYSTEMS INSTALLED WITHIN THE BUILDING SHALL BE DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO LUMBER, 2018, OR WWPA STANDARD, WESTERN LUMBER GRADING RULES 2017. SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70 DESIGNED AND CONSTRUCTED TO ACCOMMODATE 3/8' OF VERTICAL MOVEMENT PER REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL FURNISH TO THE FOLLOWING MINIMUM STANDARDS: PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8' AND FLOOR LEVEL. TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED SMALLER LAG SCREWS. OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS JOISTS (2X&3X MEMBERS) HEM-FIR NO. 2 BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL AND BEAMS MINIMUM BASE VALUE, Fb =850 PSI 24.NOTCHES AND HOLES IN WOOD FRAMING: DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE PROJECT TITLE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S (4X MEMBERS) DOUGLAS FIR-LARCH NO. 1 A.NOTCHES ON THE ENDS OF SOLID SAWN JOISTS AND RAFTERS SHALL NOT EXCEED RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE MINIMUM BASE VALUE, Fb=1000 PSI ONE-FOURTH THE JOIST DEPTH. NOTCHES IN THE TOP OR BOTTOM OF SOLID SAWN Catholic Community Services PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT JOISTS SHALL NOT EXCEED ONE-SIXTH THE DEPTH AND SHALL NOT BE LOCATED IN 1918 Everett Ave ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED STUDS, PLATES&MISC. FRAMING: DOUGLAS FIR-LARCH NO. 2 THE MIDDLE THIRD OF THE SPAN. HOLES BORED IN SOLID SAWN JOISTS AND Everett,WA 98201 CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION OR HEM-FIR NO. 2 RAFTERS SHALL NOT BE WITHIN 2 INCHES OF THE TOP OR BOTTOM OF THE JOIST, AND FIELD USE. AND THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED ONE-THIRD THE DEPTH QUALITY ASSURANCE 18.PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, OF THE JOIST. EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1 OR PS 2. ORIENTED STRAND BOARD N ACCORDANCE WITH THE PROJECT OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN B.IN EXTERIOR WALLS AND BEARING PARTITIONS, ANY WOOD STUD IS PERMITTED TO 9. SPECIAL INSPECTION SHALL BE PROVIDED I SPECIFICATIONS AND SECTIONS 110 AND 170 OF THE INTERNATIONAL BUILDING LIEU OF PLYWOOD. BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. A CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH IS RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND ROOF SHEATHING SHALL BE 1/2° (NOMINAL) WITH SPAN RATING 32/16. PERMITTED TO BE BORED IN ANY WOOD STUD. IN NO CASE SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD. BORED HOLES BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND (NOMINAL) WITH SPAN RATING 24/0. SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A CUT OR NOTCH. TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION CRICKET SHEATHING SHALL BE 1/2" IS REQUIRED UNLESS NOTED OTHERWISE. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT C.NOTCHES AND HOLES IN MANUFACTURED LUMBER AND PREFABRICATED PLYWOOD WEB EPDXY GROUTED INSTALLATIONS PER MANUFACTURER UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE JOISTS SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE WOOD CRICKET FRAMING PERIODIC APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8' NOTED. SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. PERIODIC INSPECTION: INSPECTION SHALL BE PERFORMED AT INTERVALS NECESSARY REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. ISSUE: TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH REQUIREMENTS. 19.ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE Permit CONTINUOUS INSPECTION: INSPECTOR SHALL BE ONSITE AND OBSERVE THE WORK PRESSURE-TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT REQUIRING INSPECTION AT ALL TIMES THAT WORK IS PERFORMED. IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. SHEET TITLE 20.PRESERVATIVE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD Ul TO THE USE General CATEGORY EQUAL TO OR HIGHER THAN THE INTENDED APPLICATION. TREATED WOOD Structural FOR ABOVE GROUND USE SHALL BE TREATED TO AWPA UC38. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO AWPA UC4A. WOOD FOR Notes USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO AWPA Ui � SCALE: DATE: September 05,2023 PROJECT NO: 10159-2023-03 SHEET NO: S ■ • �