924 105TH PL SE 2021 Plans 2022-11-21

Structural Structural 43V�`tt� J 3311�:�lliiT GLU=LAMINATED TIMBERS SHALL BE MANUFACTURED AND INDENTIFIED AS REQUIRED IN A.I.T.C. A 1901.1 AND ASTM D 3737. GLU-LAMINATED WOOD BEAMS, DOUGLAS FIR COAST REGION, KILN CRIED, A.I.T.C. SPECIFICATION 24F-V4 FOR SIMPLE SPANS, AND 24F-V8 FOR CANTILEVER SPANS (Fb m 2400 PSI TENSION, TYPICAL). PROVIDE A.I.T.C. STAMP ON TIMBER AND SUBMIT CERTIFICATE TO "ARCHITECT". MATERIALS MUST BE OBTAINED FROM AN A.I.T.C. APPROVED FABRICATOR, ALL GLU-LAM BEAMS SHALL FIT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICTED. NO SUBSTITUTION OF OTHER SPECIES. GLU-LAM ADHESIVE TO BE `WET -USE" TYPE. l Notes 55 E Sk� PL O D WEB JOI T. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST EDITION I.C.C. REPORT ESR-11 53 FOR TJI (ESR-1405 FOR PRI JOIST 1225 FOR PWI 1305 FOR LPI). CONNECTIONS AND BEARING MATERIAL TO BE SHOP CONNECTED TO JOISTS AND DESIGNED AND FURNISHED BY JOIST FABRICATOR. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL BE LIMITED AS FOLLOWS: FLOOR LIVE LOAD MAXIMUM =L/480, FLOOR TOTAL MAXIMUM =L/240. ADDITIONAL JOISTS SHALL BE SUPPLIED AS REQUIRED TO SUPPORT MECHANICAL AND APPLIANCE EQUIPMENT. wiffma,a - FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION OR THE WEST COAST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES. JOISTS: 2x4 DF. NO.2 2x0 OR LARGER DF. NO.2 BEAMS. WIDTH 4" OR LESS DF. NO.2 GREATER THAN 4" DF. NO.2 LEDGERS AND TOP PLATES. ALL SIZES DF. NO.2 STUDS. ALL SIZES DF. NO.2 POSTS: ALL SIZES DF, NO.2 WOOD GENERAL. DOUBLE UP FLOOR JOISTS AND BLOCKING UNDER PARTITIONS. PROVIDE 2" SOLID BLOCKING AT SUPPORTS OF ALL JOISTS. DOUBLE UP STUDS AT JAMBS AND BEAMS GREATER THAN 6-0" SPAN. EVERY OTHER STUD OF WOOD FRAME BEARING WALLS SHALL HAVE A SIMPSON H3 ANCHOR TOP AND BOTTOM, EXCEPT AT THOSE WALLS WHERE PLYWOOD SHEATHING IS DIRECTLY ATTACHED TO THE TOP AND BOTTOM PLATES WITH EDGE NAILING, PROVIDE 2x SOLID 61-OCKING AT MID HEIGHT OF BEARING STUD WALLS. ALL NAILING NOT NOTED SHALL BE ACCORDING TO TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE. ALL MELD CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESSURE TREATED WOOD SHALL BE RETREATED IN FIELD ACCORDANCE WITH AWPA M4. WOOD CONNECTORS SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. OR OTHER MANUFACTURER WITH CURRENT AND EQUIVALENT I.C.C. APPROVAL. ALL WOOD CONNECTORS IN CONTACT WITH PRESSURE TREATED OF FIRE RETARDANT WOOD SHALL BE HOT -DIPPED GALVANIZED STEEL OR APPROVED EQUAL, TYPICAL UNLESS NOTED OTHERWISE, TYPICAL CONNECTIONS SHALL USE THE FOLLOWING SIMPSON STRONG -TIE CONNECTORS, UNLESS NOTED OTHERWISE. CONNECTION TYPE TYPICAL CONNECTOR POST TO FOUNDATION: ABU TYPE POST BASE POST TO BEAM: PC TYPE POST CAP JOLT TO BEAM: LU TYPE HANGER BEAM TO BEAM: HU TYPE HANGER u Notes Structral -EXUAL ICI - BUILDING -CO —DE' 2018 EDITION OF THE INTERNATIONAL BUILDING AND RESIDENTIAL CODE. LOADS: ROOF LIVE LOAD =25 PSF (SNOW) ROOF DEAD LOAD =15 PSF FLOOR LIVE LOAD =,40 PSF FLOOR DEAD LOAD =15 PSF STAIR LIVE LOAD =100PSF WIND LOAD =110 MPH,EXPOSURE B SEISMIC DESIGN CATEGORY D OUNDA1 O SPREAD FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED SOIL 13" MINIMUM BELOW FINISHED GRADE, FINISHED GRADE IS DEFINED AS TOP OF SLAB FOR INTERIOR FOOTINGS AND LOWEST ADJACENT GRADE WITHIN 5 FEET FOR PERIMETER FOOTINGS. DESIGN SOIL BEARING VALUE = 1,500 PSF. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 3,000 PSI TO COMPLY WITH EXPOSURE REQUIREMENTS OF IBC TABLE 1904.2.2. STRUCTURAL DESIGN IS BASED ON f"c OF 2,500 PSI. PER IBC 1705.3, NO SPECIAL INSPECTION REQUIRED, ALL CONCRETE CONSTRUCTION SHALL CONFORM TO A.G.I. MECHANICALLY VIBRATE ALL CONCRETE WHEN GLACE, EXCEPT THAT SLABS ON GRADE NEED TO BE VIBRATE ONLY AT TRENCHES, FLOOR DUCTS, TURNDOWNS, ETC,. MAXIMUM SLUMP OF 4 1 /2" FOR CONCRETE WITHOUT PLASTICIZER. IF PLASTICIZER IS USED, A HIGHER FINAL SLUMP MAY BE ALLOWED UPON APPROVAL BY "ARCHITECT". UNLESS APPROVED OTHERWISE IN WRITING BY THE "ARCHITECTT", ALL CONCRETE SLABS ON GRADE SHALL BE BOUND BY CONTROL JOINTS (KEYED OR SAW CUT), AS SHOWN ON FOUNDATION, FLOOR OR SITE PLAN, SUCH THAT THE ENCLOSED AREA DOES NOT EXCEED 200 SQUARE FEET. KEYED CONTROL JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING POURING, ALL OTHER JOINTS MAY BE SAW CUT, FLY ASH, UPON "ARCHITECTS APPROVAL SHALL BE LIMITED TO 13% OF CEMENTITOUS MATERIALS AND SHALL HAVE A REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. NO FLY ASH ADDITIVES SHALL BE USED IN FLATWORK OR ARCHITECTURALLY EXPOSED CONCRETE. RFINF )- CIhtG�� Ell' ASTM A615 (Fy = 60 KSI) DEFORMED BARS FOR ALL BARS #4 AND LARGER. ASTM A615 (Fy = 40 KSI) DEFORMED BARS FOR ALL BARS #3 AND SMALLER, NO TACK WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE. LASEST A.C.I. CODE AND DETAILING MANUAL APPLY, CLEAR CONCRETE COVERAGES AS FOLLOWS: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" EXPOSED TO EARTH OR WEATHER #6 BARS OR LARGER 2" #5 BARS ARID SMALLER 1 1/2" ALL OTHER PER A.C.I.318-11. LAP SPLICES IN CONCRETE: LAP SPLICES, UNLESS NOTED OTHI RWISE,SHALI BE CLASS "B" TENSION LAP SPLICES PER LATEST EDITION OF A.C.I.318. STAGGER SPLICES A MINIMUM OF ONE LAP PER LENGTH. ALL REINFORCING MUST PROVIDE ISOLATION FROM MOISTURE/ CORROSION. PROVIDE BENT CORNER BARS TO MATCH ARID LAP WITH HORIZONTAL BARS AT ALL CORNERS AND INTERSECTIONS PER TYPICAL DETAILS. REINFORCING BAR SPACING ARE MAXIMUM ON CENTERS. ALL BARS PER CRSI SPECIFICATIONS AND HANDBOOK, DOWEL ALL VERTICAL REINFORCING INTO FOUNDATION WITH STANDARD 90 DEGREE HOOKS UNLESS NOTED OTHERWISE. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE. t Notes a1 PCB. Box 665 Freeland Washington 98249 206-283-8317 pagearchitects@gmail.com www.williampagearchitect.com Issue/Revisions No. Date Comments 'MUM MES ME 11 'A FAI Copyright 2021 William Page Architects Project Van Patten Residence 924105th Place SE. Everett, Washington Sheet Title Structural Metes