4015 FRIDAY AVE 2024 Plans 2025-07-01

GENERAL STRUCTURAL NOTES: PROJECT SPECIFIC DESIGN CRITERIA CONCRETE WOOD CONTINUED WOOD CONTINUED Snow Loads 12,CONCRETE SHALL BE MIXED,PROPORTIONED,CONVEYED,AND PLACED IN ACCORDANCE Flat-roof snow load,pf=25.0 par WITH ACI 318-14 AND ACI 301-10. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH(f'c)OF 3000 23.LAMINATED STRAND LUMBER(LSL): EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND 34. WOOD FRAMING NOTES-THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: Snow Wosure factor,Ce=1.00 PSI,SHALL CONTAIN NO LESS THAN 5-1/2 SACKS OF CEMENT,HAVE A MAXIMUM PLANT NUMBER OF THE MANUFACTURER,THE GRADE,PRODUCT DESIGNATION OR TYPE,THE PRODUCTION Snow load important factor,Is=1.00 WATERICEMENT RATIO OF 0.45,AND A SLUMP OF 5 INCHES OR LESS. CONCRETE HAS BEEN DATE,SPECIES OR SPECIES GROUP DESIGNATION,AND THE QUALITY CONTROL AGENCY. MEMBERS SHALL BE A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE Thermal factor,Cr=1.00 DESIGNED BASED ON A CONCRETE STRENGTH(f'c)OF 2500 PSI PER SEATTLE BUILDING CODE GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN MINIMUM STANDARDS OF THE SEATTLE BUILDING CODE, MINIMUM NAILING,UNLESS OTHERWISE SECTION 1705.3 EXCEPTION 2.3 TO AVOID SPECIAL INSPECTIONS AND MATERIAL TESTING. PARALLEL WITH THE LENGTH OF THE MEMBER.STRUCTURAL CAPACITIES SHALL BE ESTABLISHED IN NOTED,SHALL CONFORM TO TABLE 2304.10.1 OF THE SEATTLE BUILDING CODE. UNLESS NOTED Gravity Loads* 13.PERFORMANCE MIX DESIGNS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR ACCORDANCE WITH ASTM D5456 AND PRODUCT SHALL HAVE AN APPROVED I.C.C.-E.S.EVALUATION REPORT. OTHERWISE,ALL NAILS SHALL BE AS SPECIFIED ABOVE. COORDINATE THE SIZE AND LOCATION OF ALL cusrON DESIGN&ENGINEER NG,INC MEMBERS SHALL BE TRANSPORTED AND STORED PER MANUFACTURERS RECOMMENDATIONS AND SHALL NOT OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE Roof Dead Load=15 psf+5 psf(SOLAR PANELS) APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX DESIGN BE EXPOSED TO PROLONGED MOISTURE.MINIMUM REQUIRED DESIGN PROPERTIES:Fb=2325 PSI,Fv=310 HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. INSTALLATION OF BOLTS AND Roof Live Load=25 psf SHALL INCLUDE THE AMOUNTS OF CEMENT,FINE AND COARSE AGGREGATE(3/4"MAXIMUM), PSI,E=1,550,000 PSI, LAG SCREWS SHALL CONFORM TO SECTIONS 12.1.3 AND 12.1.4 OF THE 2015 NATIONAL DESIGN Floor Live Load(Office)=50 psf WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO,SLUMP,TARGET CONCRETE SPECIFICATION FOR WOOD CONSTRUCTION. NATURALLY DURABLE OR PRESSURE TREATED WOOD Floor Live Load(Residential)=40 psi,Balcony&Roof Decks=60 psf STRENGTH. SUBSTANTIATING STRENGTH DATA CONFORMING TO CURRENT ACI AND ASTM LSL RIM JOISTS SHALL CONFORM TO ANSI/APA PRR 410 AND SHALL BE MARKED IN ACCORDANCE WITH THE SHALL BE PROVIDED WHERE REQUIRED BY SECTION 2304.12 OF THE SEATTLE BUILDING CODE. Floor live Load(Corridor)al 100 psf STANDARDS SHALL BE SUBMITTED WITH THE PERFORMANCE MIX DESIGN.THE USE OF A STANDARD. Custom Design and Engineering,In PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION,THE COST OF WHICH SHALL BE PAID B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2X6 6021 Roosevelt Way Ne Partition Loads=10 psf(residential) BY THE GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY WEYERHAEUSER.ALTERNATE AT 16"O.C. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE Seattle,WA 98115 Partition Loads=20 psf(office) INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL OF ALL OPENINGS.TWO 2 x 8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE www.cdengr.com Floor Dead Loads=12 psf(residential) DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED ENGINEER,ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN NOTED AND SHALL BEAR FULLY ON A MINIMUM OF TWO STUDS. SOLID BLOCKING FOR WOOD COLUMNS email: kam@cdengr.com At rest earth pressure=60 pcf PERFORMANCE. PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE SOLID BLOCKING BETWEEN As Applicable 14.ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-ENTRAINED OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. STUDS AT MID-HEIGHT OF ALL STUD WALLS OVER 1 DIN HEIGHT. WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260,C494M,AND C61 B. UNLESS 24.PREFABRICATED PLYWOOD WEB JOIST DESIGN SHOWN ON PLANS IS BASED ON JOIST MANUFACTURED BY STUDS MAY BE NOTCHED,CUT,OR PENETRATED WITH ROUND BORED HOLES AS FOLLOWS: z OTHERWISE NOTED THE TOTAL AIR CONTENT SHALL BE 5%.AIR CONTENT SHALL BE SAMPLED IN THE WEYERHAEUSER.ALTERNATE PLYWOOD WEB JOIST MANUFACTURERS MAY BE USED SUBJECT TO REVIEW O ACCORDANCE WITH ASTM C172 ABD ARI CONTENT MEASURED IN ACCORDANCE WITH ASTM AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE JOIST HANGERS AND OTHER STUD SIZE MAXIMUM NOTCH/CUT MAXIMUM BORED HOLE C231 OR 0173. HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR 2X4 7/8" 1-3/8" � GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH 2X6 1-3/8" 2-1/8" 15.REINFORCING STEEL SHALL CONFORM TO ASTM A615(INCLUDING SUPPLEMENTS S1), PLYWOOD WEB JOIST PROVIDED. LIJ GRADE 60,Fy=60,000 PSI. BORED HOLES SHALL NOT BE LOCATED WITH 5/8"FROM THE EDGE OF THE STUD OR AT THE SAME WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 LOCATION AS A NOTCH OR CUT. Z r 30.PLYWOOD SHEATHING SHALL BE GRADE C-D,EXTERIOR GLUE OR STRUCTURAL II,EXTERIOR GLUE IN C)16,DETAILING OF REINFORCING STEEL(INCLUDING HOOKS AND BENDS)SHALL BE IN CONFORMANCE WITH DOC PS 1-09 OR PS 2-10 AND AMERICAN PLYWOOD ASSOCIATION PERFORMANCE WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO O N ACCORDANCE WITH ACI SP-66-04 AND ACI 318-14 CHAPTER 25. UNLESS OTHERWISE NOTED STANDARD PRP-108. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS,EXPOSURE RATING AND PANEL EACH STUD WITH TWO 16d NAILS,AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO C) V"I pQ LAP REINFORCEMENT A MINIMUM OF 48 X BAR DIAMETER AND EMBED STANDARD 90 DEGREE INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR THICKNESS,PANEL IDENTIFICATION INDEX AND 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d AT 12"O.C.AND LAP MINIMUM 4'-0"AT JOINTS W HOOKS A MINIMUM OF 6-INCHES. LAP SPLICES SHALL BE STAGGERED SUCH THAT A MAXIMUM NAILING REQUIREMENTS,EACH PANEL SHALL BE IDENTIFIED FOR GRADE AND GLUE TYPE BY THE TRADEMARKS O AND PROVIDE EIGHT 16d NAILS AT 4"O.C.EACH SIDE OF JOINT. � Q OF 50%OF THE TOTAL REINFORCEMENT IS SPLACED AT ANY ONE LOCATION. PROVIDE CORNER OF AN APPROVED TESTING AND GRADING AGENCY. CD � <C BARS AT ALL WALL AND FOOTING INTERSECTIONS. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW Q Q 31.ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE-TREATED WITH 16d NAILS AT 12"O.C.STAGGERED OR BOLTED TO CONCRETE WITH 5/8"DIAMETER ANCHOR LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8"AT SIDES AND ENDS. WITH AN APPROVED PRESERVATIVE,PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BOLTS(WITH 7"MINIMUM EMBEDMENT)@ 4'-0"O.C.UNLESS INDICATED OTHERWISE, PROVIDE T,a, CD GENERAL NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS BETWEEN UNTREATED LEDGERS,BLOCKING,ETC.AND CONCRETE OR MASONRY. x1/4"HOT-DIPPED GALVANIZED PLATE WASHERS AT ALL ANCHOR BOLTS. INDIVIDUAL MEMBERS OF Q SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. FIELD BENDING OF PRESSURE TREATED LUMBER SHALL COMPLY WITH THE AMERICAN WOOD PROTECTION ASSOCIATION(AWPA) BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH 16d NAILS @ 12"O.C.STAGGERED. REFER LL W 1. ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE 2018 EDITION GRADE 60 REINFORCEMENT SHALL NOT BE ALLOWED. TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT STANDARD U1,COMMODITY SPECIFICATION A. W lS� OTHERWISE NOTED,PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL STUDS, OF THE INTERNATIONAL BUILDING CODE(IBC). ALL TREATED LUMBER SHALL BEAR THE QUALITY MARK OF AN ACCREDITED INSPECTION AGENCY. THE �� "'r W 17.CONCRETE PROTECTION(COVER)FOR REINFORCING STEEL SHALL BE AS FOLLOWS: TOP AND BOTTOM PLATES AND BLOCKING WITH NAILS AT 7"O.C. USE 5d COOLER NAILS FOR 1/2"GWB 2. THE ARCHITECT/ENGINEER ARCH/ENGR)IS NOT RESPONSIBLE FOR THE LOCATION OF PROPERTY LINES AND/OR QUALITY MARK SHALL INCLUDE: a W g O EASEMENT,SOIL CONDITIONS,(MECHANICAL AND ELECTRICAL WORK,AND THE PRESENCE OF UTILITIES NOT REPORTED AND 6d COOLER NAILS FOR 5/8"GWB. PROVIDE S(BLOCK APA RATED SHEATHING(SPAN RATING 24/0)ON IV a W FOOTINGS AND OTHER UNFORMED SURFACES CAST 3" A.IDENTIFICATION OF TREATING MANUFACTURER EXTERIOR SURFACES NAILED D.C.ALL PANEL EDGES(BLOCK UNSUPPORTED EDGES),TOP AND BOTTOM w TO THE ARCH/ENGR IN WRITING BY THE OWNER, AGAINST AND PERMANENTLY EXPOSED TO EARTH PLATES WITH 8d NAILS @ 6"O. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH NAILS @ 12" o 3. THE ENGINEER IS NOT RESPONSIBLE FOR FIELD REVIEW OF CONSTRUCTION UNLESS B.TYPE OF PRESERVATIVE USED O.C. ALLOW 1/8"SPACING AT ALL PANEL EDGES AND ENDS. a SPECIFICALLY RETAINED FOR THAT PURPOSE. C.MINIMUM PRESERVATIVE RETENTION(PCF) 4. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND ALL OTHER SURFACES 1Ya" D.END USE FOR WHICH THE PRODUCT IS TREATED C. FLOOR AND HOOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL CONSTRUCTION.CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY E.IDENTITY OF THE ACCREDITED INSPECTION AGENCY PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS SHOWN ON THE STRUCTURAL F.STANDARD TO WHICH THE PRODUCT IS TREATED FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. DRAWINGS ARE INTENDED FOR REFERENCE ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 18.SLABS-ON-GRADE:UNLESS NOTED OTHERWISE SHALL BE 4"CONCRETE,REINFORCED WITH 5. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS,MEMBER SIZES,AND CONDITIONS PRIOR TO COMMENCING 6X6 W1.4XW1.4 WELDED WIRE FABRIC CENTERED IN SLAB. UNLESS OTHERWISE DIRECTED BY NOTCHES AT THE END OF JOISTS AND RAFTERS SHALL NOT EXCEED 1/4 THE DEPTH OF THE MEMBER. ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED AS SOILS REPORT PROVIDE MINIMUM 10 MIL VAPOR BARRIER OVER 4"OF COMPACTED SAND OR NOTCHES IN THE TOP OR BOTTOM SHALL NOT EXCEED 1/6 THE DEPTH OF THE MEMBER AND SHALL NOT GUIDELINES ONLY AND MUST BE VERIFIED.CONTRACTOR SHALL COMPARE THE DRAWINGS AND NOTIFY THE ARCH/ENGR 32.TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE"STRONG-TIE"BY SIMPSON BE LOCATED WITHIN THE MIDDLE 1/3 OF THE SPAN.THE DIAMETER OF ROUND HOLES BORED IN JOISTS I OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH THE WORK. GRAVEL. AND RAFTERS SHALL NOT EXCEED 1/3 OF THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL COMPANY,AS SPECIFIED IN THEIR CATALOG NUMBER EQUIVALENT DEVICES BY OTHER 19.CAST-IN-PLACE CONCRETE:SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND MANUFACTURERS MAYBE SUBSTITUTED,PROVIDED THEYHEY HAVE HAVE EQUIVALENT APPROVAL FOR EQUAL OR GREATER WITHIN 2"FROM THE TOP OR BOTTOM EDGE. ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS.SEE ARCHITECTURAL LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. Cn 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY WORK.THE SAND THE METHODS,TECHNIQUES, DRAWINGS FOR ALL GROOVES,NOTCHES,CHAMFERS,FEATURE STRIPS,COLOR,TEXTURE,AND CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR W SEQUENCES,OR PROCEDURES REQUIRED TO PERFORM HIS WORK.THE STRUCTURAL ENGINEER HAS O OVERALL OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS,PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE MEMBER. SHIMS,WHERE REQUIRED,SHALL BE SEASONED AND DRIED AND THE SAME GRADE(MINIMUM)AS MULTI-JOIST BEAMS TOGETHER WITH TWO ROWS OF 16d @ 12"O.C.ATTACH RAFTERS AND ROOF O SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR.THE STRUCTURAL MEMBERS CONNECTED. TRUSSES AT BEARING LINES WITH H2.5 @ 24"O.C.UNLESS OTHER METAL CONNECTIONS ARE z ENGINEER HAS NO DUTY TO INSPECT,SUPERVISE,NOTE,CORRECT,OR REPORTANY HEALTH OR SAFETY DEFICIENCIES WOOD PROVIDED. OF THE OWNER,CONTRACTORS,OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE, ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND J 8, CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL LAG SCREWS SHALL BE INSTALLED IN PRE- UNLESS OTHERWISE NOTED ON THE PLANS,APA RATED ROOF AND FLOOR SHEATHING SHALL BE LAID Q FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT DRILLED HOLES. UP WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS AND NAILED WITH NAILS @ 6"O.C.TO SATISFY THIS REQUIREMENT. 20.FRAMING LUMBER SHALL BE KILN DRIED OR MC-19,AND GRADED AND MARKED IN CONFORMANCE WITH FRAMED PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12"O.C.TO W 9. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE CONDITIONS ARE NOT WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO.17,LATEST EDITION, FURNISH TO THE UNLESS NOTED OTHERWISE,ALL NAILS SHALL BE COMMON AND MAXIMUM NUMBER OF NAILS AS SPECIFIED BY INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN J z SPECIFICALLY INDICATED,BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN,SIMILAR DETAILS OF CONSTRUCTION FOLLOWING MINIMUM STANDARDS. THE MANUFACTURER SHALL BE PROVIDED. JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES.ALL FLOOR SHEATHING EDGES SHALL HAVE r SHALL BE USED,SUBJECTTO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. W APPROVED TONGUE-AND-GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING.ALLOW E 10. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE JOISTS: HEM-FIR NO.2 UNLESS NOTED OTHERWISE ALL SAWN LUMBER JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH"LUS" 1/8" C SPACING AT ALL PANEL EDGES AND ENDS OF ALL ROOF AND FLOOR SHEATHING. TOENAIL SUPERVISED BY THE SUPPLIER DURING MANUFACTURING,DELIVERY,HANDLING,STORAGE,AND ERECTION IN (2X,3X,AND 4X MEMBERS) MINIMUM BASIC DESIGN STRESS,Fb=850 PSI SERIES JOIST HANGERS AND ALL PREFABRICATED PLYWOOD WEB JOISTS SHALL BE CONNECTED TO FLUSH BLOCKING TO SUPPORTS WITH 16d @ 12"O.C.UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR AND ACCORDANCE WITH INSTRUCTIONS PREPARED BY BEAMS WITH"IUS"SERIES JOIST HANGERS UNLESS NOTED OTHERWISE. ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PLYWOOD PANEL EDGES AND NAIL THE SUPPLIER. BEAM AND STRINGERS: DOUGLAS FIR LARCH NO.1 WITH EDGE NAILING SPECIFIED. (6 X AND LARGER MEMBERS) MINIMUM BASIC DESIGN STRESS,Fb=1,350 PSI ALL CONNECTIONS IN CONTACT WITH PRESERVATIVE-TREATED OR FIRE-RETARDANT-TREATED WOOD,SHALL GEOTECHNICAL BE OF HOT DIPPED ZINC-COATED GALVANIZED STEEL OR STAINLESS STEEL. HOT DIPPED GALVANIZED MINIMUM BASIC DESIGNN STRESS Fb=850PSI,Fc=1300 PSI POST INSALLED ANCHORS y4~ e STUDS PLATES&MISCELLANEOUS LIGHT FRAMING DOUGLAS FIR LARCH HEM-FIR . FASTENERS SHOULD CONFORM TO ASTM STANDARD 153.AND HOT DIPPED GALVANIZED CONNECTORS 0 In S30 SHOULD CONFORM TO ASTM STANDARD A653(CLASS G-185). STAINLESS STEEL FASTENERS AND z 21.GLUED LAMINATED MEMBERS SHALL 8E FABRICATED AND IDENTIFIED AS REQUIRED BY ASTM D3737 AND CONNECTORS SHOULD BE TYPE 304 OR 316. NOTE:ELECTROPLATED GALVANIZED FASTENERS AND 11.GEOTECHNICAL FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, CONNECTORS ARE NOT TO BE USED WITH PRESSURE TREATED WOOD. SIMPSON PRODUCT FINISHES 56997 EXCAVATION,COMPACTION,AND FILLING REQUIREMENTS,SHALL CONFORM STRICTLY WITH A.I.T.C.A190.1. EACH MEMBER SHALL BEAR AN A.I.T.C.IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY CORRESPONDING TO THE ABOVE REQUIREMENTS ARE ZMAX(HOT DIPPED GALVANIZED)AND SST300 Fs lual (STAINLESS STEEL). STAINLESS STEEL HARDWARE AND FASTENERS SHALL NOT BE COMBINED WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER. AN A.I.T.C.CERTIFICATE OF CONFORMANCE. IN ADDITION ALL GLULAMS SHALL CONFORM TO APA 35.POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE srq� pst' FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH(CONTROLLED,COMPACTED PERFORMANCE STANDARD PRG-305. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, UNTREATED OR GALVANIZED MATERIAL. CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE STRUCTURAL FILL OR BOTH)AT LEAST 18"BELOW LOWEST ADJACENT FINISHED GRADE. Fb=2,400 PSI,Fv=240 PSI,E=1,800,000 PSI,ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR ENGINEER-OF-RECORD PRIOR TO INSTALLING POST-INSTALLED ANCHORS IN PLACE OF MISSING 10/17/2023 FOOTING DEPTHS/ELEVAITONS SHOWN ON PLANS(OR IN DETAILS)ARE MINIMUM AND FOR COMBINATION 24F-VB,Fb=2,400 PSI,F,=240 PSI,E=1,800,000 PSI. UNLESS OTHERWISE NOTED CAMBER OR MISPLACED CAST-IN-PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING POST-INSTALLED PROJECT# GUIDANCE ONLY;THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE ALL GLULAM BEAMS TO 2,000 FOOT RADIUS. WHERE REQUIRED BEAMS AND COLUMNS SHALL BE PRESSURE 33.WOOD FASTENERS: ANCHORS TO AVOID CONFLICTS WITH EXISTING REINFORCEMENT. HOLES SHALL BE DRILLED CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB AND SOILS ENGINEER. BACKFILL TREATED AFTER MANUFACTURE IN ACCORDANCE WITH AMERICAN WOOD-PRESERVATIVES ASSOCIATION AND CLEANED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND]CC- BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR STANDARD U1. A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: ES REPORT.SUBSTITUTION REQUESTS,FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW SUBSURFACE DRAINAGE AS NOTED IN THE SOILS REPORT. SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER-OF-RECORD.SUBSTITUTIONS 22.PARALLEL STRAND LUMBER(PSL): EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND Z 10-3 311 PLANT NUMBER OF THE MANUFACTURER,THE GRADE,PRODUCT DESIGNATION OR TYPE,THE PRODUCTION 2"SIZE DIAMETER SHALL HAVE CURRENT ICC-ES APPROVAL. IN THE ABSENCE OF A SOILS REPORT THE FOLLOWING VALUES ARE USED: 6d 2" 0.113" DATE,SPECIES OR SPECIES GROUP DESIGNATION,AND THE QUALITY CONTROL AGENCY. MEMBERS SHALL BE gd 2.1/2" 0.131" A. CONCRETE ANCHORS GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN 10d 3" 0148" 1. MECHANICAL ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE ALLOWABLE SOIL PRESSURE 2,000 PSF PARALLEL WITH THE LENGTH OF THE MEMBER. STRUCTURAL CAPACITIES SHALL BE ESTABLISHED IN 12d 3.1/4" 0.148" SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 SHEET NO LATERAL EARTH PRESSURE(RESTRAINED/UNRESTRAINED) 55 PCF/35 PCF ACCORDANCE WITH ASTM D5456 AND PRODUCT SHALL HAVE AN APPROVED I.C.C.-E.S.EVALUATION REPORT. AND ICC-ES AC193.PRE-APPROVED MECHANICAL ANCHORS INCLUDE: LATERAL EARTH PRESSURE(SEISMIC) BH(ULTIMATE LOAD) MEMBERS SHALL BE TRANSPORTED AND STORED PER MANUFACTURERS RECOMMENDATIONS AND SHALL NOT 16d 3-1/2" 0.162" a. SIMPSON STRONG-TIE"STRONG-BOLT"ICC-ES ESR-1771) PASSIVE EARTH PRESSURE INCLUDES FACTOR OF SAFETY=1.5) 350 PCF BE EXPOSED TO PROLONGED MOISTURE. MINIMUM REQUIRED DESIGN PROPERTIES:Fb=2900 PSI,E= DESIGN IS BASED ON COMMON STEEL WIRE NAILS MEETING THE REQUIREMENTS OF ASTM F1667. USE b. SIMPSON STRONG-TIE"TITEN-HD"(ICC-ES ESR-2713) COEFFICIENT OF FRICTION(INCLUDES FACTOR OF SAFETY=1.5) 0.35 2200,000 PSI,Fv=290 PSI. OF ALTERNATE FASTENERS MUST BE SUBMITTED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO THE START OF CONSTRUCTION. 2. ADHESIVE ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL S1 . 0 SOILS REPORT REFERENCE:(N/A) DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE WEYERHAEUSER.ALTERNATE HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC308. PRE- MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL B. NAILS PLYWOOD(APA RATED SHEATHING)FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH APPROVED ADHESIVE ANCHORS INCLUDE: ENGINEER. ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. a. SIMPSON STRONG-TIE"SET-XP"ICC-ES ESR-2508) PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND b. SIMPSON STRONG-TIE"AT-XP"(IAPMO LIES ER-263) OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED.