1620 MAPLE ST 2018 Plans 2022-12-06

oESi�N�RnERw: w000Fwo,MiN�: TYPICAL NAILING SCHEDULE: IBC � STRUCTURAL SYSTEMS PRESENTED IN THESE PLANS HAVE BEEN DESIGNED TO MEET THE ALL GRADES SHALL CONFORM TO"WWPA GRADING RULES FOR WESTERN LUMBER,LATEST � REQUIREMENTS OF THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE 8� EDITION" #OF REQ'D INTERNATIONAL RESIDENTIAL CODE. TYPICAL CONNECTION TYPE FASTENER LOCATION M c • BEAMS(4X AND GREATER) DF#1 OR BETTER FASTENERS ��' DESICaN LOADS: POSTS DF#1 4R BETTER ?3 STUDS HF#2/STUD JOIST TO SILL OR GIRDER 3 $d COMMON(or) TOENAIL L A T E R A L S E i S M I C L O A D S: A N A L Y S I S M E T H O D:S I M P L I F I E D P R O C E D U R E ALL OTHER LUMBER HF#2 OR BETTER 3"x 0.131"NAILS (STAGGER) le=1.00,SEISMIC USE I,SITE CLASS D, SEISMIC DESIGN CATEGORY D GLUE LAMINATED TIMBER: BRIDGING TO JOIST 2 8d COMMON(or) TOENAIL EACH 3"x 0.131"NAILS END LIGHT FRAME BEARING WALL w!WOOD PANEL:R=6.5&Cs=0.125 � Ss=1.22&Sa=0.42 MEMBER USE SPAN TYPE SPECIES COMB.SYMBOL Fbx+ Fbx- � Sos=0.81&So�=0.45, SOLE PLATE TO JOIST OR TYPICAL FACE a LATERAL WIND LOADS: WIND SPEED:110 mph,Iw=1.00,EXPOSURE B,GCc�=t0.18,I(a=1.0 BEAM SIMPLE DF/DF 24F V4 2400 PSI 1850 PSI BLOCKING(WALI) $"O.C. 3"x 0.131"NAILS NAtL (,j Y - BEAM CANTILEVER DF/DF 24F V8 2400 PSI 2400 PSI Z Q TOP PLATE TO STUD,OR STUD a VERTICAL LOADS: ROOF LOADS 3 3"x 0.131"NAILS END NAIL J U` p o A L L E X T E R I O R D E C K F R A M I N G A N D W O O D M E M B E R S I N C O N T A C T W I T H C O N C R E T E O R TO SOLE PLATE(WALL) � Z � N DEAD LOAD 15 PSF MASONRY SHALL BE PRESSURE TREATED.FASTENERS FOR PRESERVATIVE-TREATED WOOD � � � L I V E L O A D N/A (WITH THE EXCEPTION OF STEEL BOLTS ONE-HALF-INCH DIAMETER OR GREATER)SHALL BE STUD TO SOLE PLATE(WALL) 4 $d COMMON(or) TOENAIL � W a ¢ SNOW LOAD 25 PSF OF HOT-DIPPED ZINC COATED GALVANIZED STEEL,STAINLESS STEEL,SILICON BRONZE OR 3"x 0.1 3 1"N A I L S H U Z � � COPPER.WHEN USING STAINLESS STEEL OR HOT-DIPPED GALVANIZED CONNECTORS,THE � Q � (,� ai Z SOIL AND FOUNDATION: CONNECTORS AND FASTENERS SHOULD BE MADE OF THE SAME MATERIAL.FOLLOW DOUBLE STUDS,OR MULTIPLE O F- Z o�`-— LAM MEMBERS 8"O.C. 3"x 0.131"NAILS FACE NAIL m¢ MANUFACTORERS RECOMMENDATIONS FOR CORROSION PROTECTION WHEN STEEL L��w rn�t m DESIGN VALUES: HANGERS AND CONNECTORS ARE USED. DOUBLE TOP PLATES 12"O.C. 3"x 0.131"NAILS TYP�CAL FACE ALLOWABLE BEARING: 2000 PSF ALL DOOR AND WINDOW HEADERS NOT SPECIFICALLY CALLED OUT ON THE PLANS SHALL BE NAIL COEFFICIENT OF FRICTION: 0.35 (2)2x8 DF#2 WITH ONE CRIPPLE AND ONE STUD FOR OPENINGS 6'-0"OR LESS AND TWO 10-8-18 ACTIVE PRESSURE: 35 PCF(UNRESTRAINED) BLOCKING BETWEEN JOISTS OR 3 3"x 0.131"NAILS TOENAIL S M CA CRIPPLE AND ONE STUD FOR OPENINGS MORE THAT 6'-0"WIDE.ALL COLUMNS NOT C SPECIFICALLY CALLED OUT ON THE PLANS SHALL BE(2)2x(MATCH WALL STUDS)HF#2 NAILED RAFTERS TO TOP PLATE c� • �Nr r�t 60 PCF(RESTRAINED) d PASSIVE PRESSURE: 300 PCF TOGETHER PER STRUCTURAL NOTES. ��y C� RIM JOIST TO TOP PLATE 6"O.C. 3"x 0.131"NAILS TOENAIL ALL FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR COMPACTED FILL AT LEAST 18" SPIKE LAMINATE Zx4 COLUMNS TOGETHER WITH 16d @ 9"O.C.STAGGERED.LAMINATE 2x6 � � BELOW FINISHED GRADE. COLUMNS TOGETHER WITH(2)OFFSET ROWS OF 16d NAILS @ 9"O.C.DRIVE ADJACENT NAILS FILL ALL NAIL r0 � �'� � FROM OPPOSITE SIDES OF THE COLUMN. EACH INDIVIDUAL STUD SHALL BE ATTACHED TO RAFTER TO TOP PLATE RAFTER SPACING SIMP."H1"CLIP �'p 38'799 W ALL WALLS SHALL BE ADEQUATELY BRACED PRIOR TO BACKFILLING.COMPACTED FILL SHALL THE ADJACENT STUD. HOLES PER SIMP. �'��'Rnr.��' I�NAL� BE FREE OF ORGANIC MATER�AL AND DEBRIS.FILL SHALL BE PLACED IN A MAXIMUM OF 8 INCH 16d COMMON(or) LIFTS AND COMPACTED TO A MINIMUM 95%OF THE MAXIMUM DENSIIY AS DETERMINED BY PROVIDE DOUBLE TOP PLATES AT ALL WALLS AND STAGGER SPLICES A MINIMUM OF 48". JOIST TO RIM(BAND)JOIST 4 3"x 0.131"NAILS FACE NAIL ASTM D-1557. ATTACH BOTTOM PLATE TO WOOD FRAMING BELOW WITH 16d @ 12"O.C.OR BOIT TO CONCRETE WITH 1/2"DIAMETER ANCHOR BOLTS @ 48"O.C.EMBEDDED 7"MIN,UNLESS NOTED RETAINING WALLS AND EXTERIOR PERIMETER FOUNDATIONS SHALL HAVE 4"PERFORATED OTHERWISE IN PLAN OR SHEARWALI SCHEDULE. a. COMMON NAILS(6d-2"x 0.113",8d-�"x 0.131",10d-3"x 0.148") FOOTING DRAINS SURROUNDED W!GRAVEL ON THE HIGH SOIL SIDE.RETAINING WALLS SHALL b. FOR ALL CONNECTIONS NOT SHOWN,REFER TO IBC 2304.9.1,DETAILS AND SHEAR � � �ti:�-�� L-:=. BE BACKFILLED WITH FREE DRAINING GRANULAR MATERIAL A MINIMUM OF 12"WIDE TO CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE COMPANY,INC.,OR SCHEDULE WITHIN 12"OF FINISHED GRADE. APPROVED EQUIVALENT.CONNECTORS SHALL BE INSTALLED PER MANUFACTURERS L_J W SPECIFICATIONS WITH ALL HOLES IN HANGERS TO BE NAILED. CONCRETE: SOLID BLOCKING OF 2"NOMINAL THICKNESS OR GREATER SHALL BE PROViDED AT ENDS AND 4�1 J �O! • � CONCRETE SHALL BE OF THE FOLLOWING 28 DAY TEST STRENGTH AND MIX: AT ALL SUPPORTS OF JOISTS AND RAFTER.INSTALL BLdCKING OR BRIDGING AT 8'-0"O.C.FOR FLOOR JOISTS AND 10'-0"O.C.FOR RAFTERS.UNLESS OTHERWISE SPECIFIED,PROVIDE AN T -�, 1 1) F'c=2500 PSI EQUIVAIENT COLUMN OR SOLID BLOCKING TO SUPPORT OR FLOOR BELOW AT ALL COLUMN C( 7 Y Q F V E R W Q 2) 5-Yz SACKS OF CEMENT PER CUBIC YARD OF CONCRETE LOCATIONS. IT�I� L rV I�L S � 3) MAXIMUMSLUMP=4� FLOOR TIES & HOLDDOWNS � 4) MAX WATER/CEMENT RATIO=0.53;6 GALLONS PER SACK SHEATHING: z Q � 5) MINIMUM ENTRAINED AIR CONTENT SHALL BE 4%t 1% O � � 6) INCORPORATE NO CALCIUM CHLORIDE ADMIXTURES WHERE ALUMINUM ALLOY MATERIALS 1) WALLS:7/16"APA RATED SHEATHING,24l16,EXPOSURE,NAIL TO OUTSIDE FACE OF STUDS MARK STRAP NAILING HOLDDOWN STUD HOLDDOWN ARE EMBEDDED. WITH 8d NAILS @ 6"O.C.ALL PANEL EDGES AND AT 12"O.C.IN FIELD AND PROVIDE SOLID ANCHORAGE ANCHOR BOLTS � O W BLOCKING AT ALL EDGES UNLESS NOTED OTHERWISE IN PLAN OR SHEARWALL SCHEDULE. (10)SDS ^ PROVIDE CONSTRUCTION JOINTS AT A MINIMUM OF 20'-0"TO MINIMIZE THE EFFECTS OF 2) ROOF:7/16"APA RATED SHEATHING,24/16,EXPOSURE,NAIL TO OUTSIDE FACE OF HDU4 HDU4-SDS2.5 1/4x2-1/2" 5/8"!7J SSTB16 LJ.. N � CONCRETE SHRINKAGE DURING CURING.CONCRETE SHALL BE PROTECTED DURING CURING RAFTERS(fRUSSES WITH 8d NAILS @ 6"O.C.ALL PANEL EDGES AND AT 12"O.C.IN FIELD W D R WS ANCHOR BOLT � C� W TO MINIMIZE EVAPORATION AND MAINTAIN A MOIST CONDITION. AND PROVIDE SOLID BLOCKING AT ALL EDGES UNLESS NO7ED OTHERWISE IN PLAN OR `/1 � > SHEARWALL SCHEDULE.. vJ W PIPES SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY APPROVED BY THE DESIGN ENGINEER,WITH THE EXCEPTION OF ELECTRICAL CONDUIT. GENERA�NOTES: 1) LOCATE HOLDOWN AT EACH END OF SHEARWALL REtNFORCING STEEL: DO NOT SCALE DRAWINGS.USE ONLY WRITTEN DIMENSIONS.THE CONTRACTOR SHALL 2) EXTEND FOUNDATION AS REQ'D.FOR H.D.A.B.EMBEDMENT VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE SITE.CONFLICTS BETWEEN THE REBAR: GRADE N(PS11 DRAWING AND SITE SHALL BE REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH THE WORK. #4&SMALLER 40 40,OQ0 REFERTOARCHiTECTURALDRAWINGSFORDIMENSIONS,ELEVATIONS,SLOPES,DOORAND SHEAR WALL SCHEDULE GENERAL NOTES #5&LARGER 60 60,000 WINDOW OPENINGS,FINISHES AND OTHER NONSTRUCTURAL ITEMS. AND SCHEDULES COVER: NAIUNG" SHEAR FLOW NAILING THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING CAST AGAINST EARTH: 3" CONSTRUCTION AND SHALL PROVIDE TEMPORARY BRACING AS REQUtRED UNTIL ALL SHEATHING EDGES BASE TOE NAIL SILL PLATE EXPOSED TO EARTH OR WEATHER: 2" PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED.THE CONTRACTOR MARK COMMON BLOCKED FIELD p�qTE RIM/70P ANCHORS"` - SLABS,WALLS AND JOISTS: 3/4" SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT BEAMS AND COLUMN: 1-1/2" REQUIRED INSPECTIONS. SW� �/s"OSB 8d @ 6" 8d @ 12" 16d @ 8" 16d @ 5" y2"Ql A.B.@ 48" REVISION: 0 • ONE SIDE O.C. O.C. O.C. O.C. O.C.&ENDS LAP ALL FIELD SPLICES 30 DIAMETERS UNLESS NOTED OTHERWISE.DOWEL ALL EXTERIOR THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR SIMILAR CONDITIONS NOT DATE: 10-8-18 -� PROJECTIONS TO STRUCTURE WITH#4 BARS @ 12"HOOKED INTO WALL. SHOWN. SW2 �/ts"OSB 8d @ 4" 8d @ 12" 16d @ 5" LTP4 CLIP j2^{�q.g.@ 32^ DESIGNED BY: TJM ONE SIDE O.C. O.C. O.C. @ 19"O/C O.C.&ENDS SCALE: AS NQTED BEND WALL AND FOOTING BARS 18"AROUND CORNERS,OR USE CORNER BARS. PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURERS PROJECT NO: W4513 RECOMMENDATIONS. * USE COMMON NAILS FOR ALl NAILING. � WELDED WIRE MESH SHALL CONFORM WITH ASTM A185 AND SHALL BE 6x6 W1.4x1.4 UNLESS ** ANCHOR BOLT WASHERS MUST BE 3"X 3"X 1/4"THICK SHEET NO: NOTED OTHERWISE.PLACE AT MID-DEPTH OF SLAB AND PROVIDE ONE FULI MESH OVERLAP THIS DRAWING IS THE EXCLUSIVE PROPERTY OF THE ENGINEER AND CAN BE REPRODUCED �� AT SPLICES. ONLY WI7H THE PERMISSION OF THE ENGINEER,IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAMES AS ENGINEER.