10705 HOLLY DR 2016 Plans 2024-12-02

PER PLAN. 2X STUDS 16 QC DOUBLE STUDS®STRAP BAIT 1NSULA770VV DOUBLE STUDS 0 STRAP PER SHEARWALL SCHED. PER SHEARWALL SCHED. 1/2'GW.B. 2X STUDS 16"O.C. /�2X S71JDS 16'O.0 z BLOCKING PER o SHEAR WALL ( T/2'AIRSPACE MIN SHEAR WALL PER PLAN z MFG.0 32'0..0 �1 ON d5JdZ FLOOR JOIST STRAP PER FLA PER PLAN /AB ('E PLAN SLAB SHEAR HALL SCHD.PLATE MIN.EMBED PER PLAN o W (2)44 CONT. TOP PR 7R.SRC PLA7EW/AB.PFR W BEAM PER PLAN (SEE PLAN FOR REINf.) W/3'x3"x129"PCAIE WASHERS 6 MIL l!B. 0 SHEAR WAU SCHD.T°M/N EMBED. TOENAIL TO TOP ORA0 RCL/ (2)14 CWN 70P 4'CONC.SLAB W/3'xj-.M'AAT£WASHERS PLATE W 16d 0 16'O.C. HANGER PER PLAN 0/GRAVEL FILL TOENAIL TO TOP SIMPSON A35 P / n u HOLDONIJ PER PLAN - I� PLAT£W/16d 0 16'0.0 SHEARWALL SCH . OLD DOWN STRAP _ .t HOLDOM PER PLAN SIMPSON A35 PER PER PLAN � � �T — — SH£ARWALC SCHED. HOLD DOWN STRAP — — .� . PER PLAN FLOOR JOIST R-10 RlaD 1111E 24' e l-- TIP. CONC.END. HALL, TOTAL LENGTH MlN. PER PLAN SEE PLAN FOR RE1NF. a TIP.coma END. WALL,. O SEE ARCHITECTURAL DETAIL SHEAR WALL 2 ¢ SEE PLAN FOR RE/NF. O SEE ARCHITECTURAL DETAIL SHEET FOR INFORMATION NOT Q SHEAR WALL $' - ° SHEET FOR INFORMATION NOT �.. o PER PLAN w Q PER PLAN p - :n SHOW HERE. SHONN HERE N 4 w FLOOR JOIST ` clq O w O _ 0 `O o i w PER PLAN �. (L W a Q o SEE PLAN SEE PLAN _ o y HOLD DOWN AT SHEAR WALLS 2 HOLD DOWN AT SHEAR WALLS 3 SHEAR WALL @ FLOOR w/ TJl TYPICAL GARAGE FND. >- 3 SCALE: 1'=1-O' SCALE: 1'=1,O" w Oto = o 10d®4'O.0 S/IEARWALL //,��gg 0 �Jb 1 ' STRUCTURAL NOTES PER PLAN V ri I S.,I A� (L f/) a JOIST PER PLAN - s 6d-6"O.C. D TRUSS PER PLAN D�IS 1N ACCORDANCE WNTH THE 2015 INTERNATIONAL BUILDING CODE MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL ALL HANGERS U o JOISTS PER PLAN SHEATHING PER PLAN (4)10d NAILS SHEATHING (I.B.C)AS AMENDED BY THE LOCAL BUILDING DEPARTMENT SHALL BE FASTENED TO WOOD WITH PROPER NAILS.ALL HOLES SHALL BE Q N F��o aJ PER P� JI LIVE LOADS------- HATTED. MACHINE DIAMETER TO BE A NCH ANCHOR EDL75 INTO CONCRETE SHALL cv (3)16d 0 JOIST F - DEL TOP PIA ROOF -- ---25 PSI BE 5/8"INCH DIAMETER WITH 7"INCHES OF EMBEDMENT INTO CONCRETE DIAPHRAGM FLOOR---- --------40 PSF UNLESS NOTED OTHERWISE ON THE PLANS.ALL NAILS SHALL BE COMMON WIRE I:kl I I I I I I I I DECKS-------------60 PSF IWALS.ALL NAILS IN CONTACT WITH PRESSURE 7REA70 WOOD SHALL BE LATERAL: GALVANIZED.NAILING SHALL BE!N ACCORDANCE W97H LB.0 SCHEDULE. DOUBLE BLO hV BOT CORD TRUSS WIND --------------EXPOSURE B,' 110 MPH,- J SEC OUST 1/2 OF LENGTH 1/2 OF LENGTH SPECTRAL RESPONSE ACCELERATION Ss--122,16 FLOOR SHEATHING: BLOCKING PER PER PLAN FOUNDATIONS SHEATHING SHALL BE 3/4 INCH TONGUE&GROOVE A.P.A. RATED SHEATHING MFG. ®46"O.C. SIMPSON AM PER 1 y PER PLAN EXTEND FOOTINGS TO FIRM UNDIS77JRSED SOIL, ASSUMED BEARING CAPACITY OF SPAN RATING 48124 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS SHEARWALL SCHEDULE. H N �h 1500 PSF. ALL EXTERIOR FOOTINGS SMALL EXTEND A.MINIMUM OF 1'4' UNLESS NOTED 07HERWSE NAIL WITH 10d COMMON NAILS AT 6 INCHES ON z &M..PER MFG BELOW ADJACENT EXTERIOR 17NISHED GRADE. CENTER AT SUPPORTED PANEL EDGES&12 INCHES ON CENTER AT AT SHEAR WALL PER PLAN FLOOR JOIST ®32°ac. IMERMEDIA7F SUPPORTS THE FLOOR SHEATHING SHALL BE GLUED TO THE CD PER PLAN— CAST-IN-PLACE CONCRETE.- JOIST AND THE TONGUE AND GROOVE JOINTS WN7H AN APPROVED ADHESIVE. O 04 Fc=3,OD0 PSI 0 28 DAYS (F c=3,000 PSI IS USED FOR EXPOSURE �_ 000 PURPOSES ONLY. CONCRETE DESIGN IS BASED ON F'c=2,500 PSI 0 28 ROOF SHEATHING. }M DAYS)MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE SHEATHING SHALL BE 15/32'APA RATED PLYWOOD OR 7/16'OSB APA RATED J Q SCALE 1'=1-O' or '-7� 61 +G.oT AND A MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94#SACK OF CEMENT. SHEATHING SPAN RA77NG OF 321116. PANEL END JOINTS SHALL OCCUR.AT J NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1-1/2 SUPPOR7S NAIL PANEL EDGES WNTH 8d NAILS AT 6'O.C. AND 12'0.0 AT Q O SCALE 1'=1'-0 INCHES MAXIMUM SLUMP/S 4 INCHES ALL PHASES OF WORK RETAINING TO INTERMEDIA7E SUPPORTS UNLESS NORED 07HERWSE ON 7HE DRAWINGS =F THE CONCRETF CONSTRUC77ON SHALL CONFORM TO THE BUILDING CODE W 6 FLOOR TO SHEAR WALL-JSTS. PARALLEL �7) SHEAR WALL ® FLOOR W/ TJl 82 CS STRAP TOP PLATE/TRUSS CONNECTION REQUIREMENTS FOR REINFORCED CONCRETE ALL REINFORCED STEEL DOWELS, WALL SHEATHING.• �Wwc ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POS177ON PRIOR TO SHEATHING SHALL BE 1/2 INCH OR 7/16 INCH A.P.A.RATED SHEATHING SPAN U) o FASTENERS MIN. EMBEDMENT DEPTHS(Fc=2500ps!) POURING CONG2£7E ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO RA77NG 24/O. PANEL END JOINTS SHALL OCCUR AT SUPPORTS NAIL PANEL Lu CORROSION RESISTANT METAL BEAM SPLICES TO OCCUR OVER FOR rHR£ADED RODS FOUNDATION WALLS 70 BE% DIAMETER W IN 7 INCH MINIMUM EMBEDMENT EDGES WITH 10d NAILS AT 6 INCHES ON CENTER AND 12 INCHES ON CEN7ER O �W COLUMN CAP. POSTS Wl1H 1 1 2:M1N. BEARING NQ OF SET EPDXY POURED e/ INTO CONCRETE AND MAXIMUM SPACING OF 4 FEET DN CENTER.MINIMUM 2 AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. SYM SIMPSON BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 12 INCHES OF DOUBLE NUT g Na MODEL Na ANCHOR SOS I x 2 -(7 FOR SST8 EACH END OF THE SILL PLATE. GLUED-LAMINATED TIMBER- �° ° DA. 1/2 WOOD S sTEN 8'STEM REINFORCING STEEL: LAMINA7FD AMBERS SHALL BE DOUGLAS-FIR/LARCH KILN DRIED. STRESS IN RATED SHEATHING SCREWS WALL Wa7 SLae(4) Well(� SLAB(4) ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE ER STRUCTURAL NOTES �° °� V GRADE COMBINA17ON 24F-V4(Fb=2400 PSI, Fw190)FOR SIMPLE SPANS AND BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL 24F-V8 FOR CANTILEVER AND.CONTTNUOUS BEAMS Al T.C. CERTIFICATE OF Id 0 6'O.C. 1 OF STANDARD PRAC77CE FOR REINFORCED CONCRETE CON37RUC770N BY CItSY. CONFORMANCE REQUIRED. GLULAMS SHALL CONFORM 70 Al..T V STANDARDS �) S HD10or NONE NONE NONE NONE NONE NONE NONE NONE DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM GRADE 40. 117. FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICA7TONS 70 THE STHDIOR✓ ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH MINIMUM RADIUS OF ENGINEER AND BUILDINGDEPARTMENT FOR APPROVAL PRIOR TO FABRICA170N. FAXl11-SDSx5 1" 30 18" 7" 18' 6" N/A 6 BAR DIAMETERS 1 7"MINIMUM CORNER BARS 2 0 BEND SHALL BE RACE cu ( ) ( - Y )JMPSON A35 PER RAFIERS PER PLAN }� �° PROVIDED FOR ALL HORIZONTAL REINFORCEMENT LAP ALL BARS A MINIMUM FLOOR FRAMING JlEARWALL SCHEDULE � OF 46 BAR DIAM£7ERS UNLESS NOTED OTHERWISE. UNLESS OTHERWISE N07FD PROVIDE FULL DEPTH BLOWNG FOR JOISTS AT THE SUPPOR7S FLUSH BEAMS16d AIILSW/ lkJ THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MIN/MUM (FB)AND HEADERS NOT CALLED ON THE PLANS SHALL BE(2)2xa ALL W AT 4'O.0 °�� 1. HD's SHALL BE SECURED w/SIMPSON RECOMMENDED FASTENERS COVER: VER77CAL LAMINA7FD BEAMS AND HEADERS BE SPIKED 70GETHER WITH 16d ol TO A MINIMUM OF 2-2x VERTICAL MEMBERS NAILED w/l6d®6" NAILS AT 6 INCHES ON CENTER O SHEARWALL PER PLAN. (TYR O.C. STAGGERED. CONCRETE CAST AGAINST EARTH................ ... .......3 INCHES Z LTERNAIE KNEE BRACE DETAIL: CONCRETE EXPOSED TO EARTH OR WEATHER. BEARING WALL FRAMING X4 KNEE BRACE FACE NAILED 2. EPDXY ADHESIVES REQUIRE SPECIAL INSPEC77ON AND ARE TO BE /6 THROUGH 118 BARS..............:............................................2 INCHES ALL DOORS AND WINDOW HEADERS NOT CALLED OUT WV THE PLANS SHALL BE 06 X7EN0 SHEARWALL EACH SIDE OF POST AND BEAM APPLIED IN STRICT ACCORDANCE w/SIMPSON R£COMMENDA770NS5 BAR AND SMALLER................................. . 1-YZ INCHES 2 2x10 DOUGLAS-RR/LARCId Ij2 WNTH ONE CRIPPLE AND ONE S7U0 EACH END ............ V AT77C TO UNDER- _ ANCHORS AT STEM WALL LOCA7701VS SHALL HAVE A MINIMUM EDGE CONCRE7E NOT EXPOSED 70 EARTH OR WEA7H[R• () ODE OF RAFTER 4-16d NAILS A T EACH FACE DISTANCE OF 1 "AND END DISTANCE OF 5". FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR PRESSURE TREATED 14 AND 18 BARS...................................................................1 /z INCHES OPENINGS MORE THAN 4 FEET W1DE..ALL COLUMNS NOT CALLED OUT ON THE J C4 AND CONNEC110N DEPTH OF SLAB OR FOOTING AT ANCHOR.LOCA770N5 SHALL 8£A {HOOD POST 4• MINIMUM OF 1.5 TIMES THE ANCHOR DEPTH. A71 BAR AND SMALLER.............................................................3/4 INCH PLANS SHALL BE(2)STUDS SPIKE LAMLNA7FD COLUMNS TOGETHER WITH 16d Q � SLAB ON GRADE(FROM THE SURFACE)..............:..................142 INCHES NAILS AT 12 INCHES ON CENTER PROVIDE TWO LAYER OF ASPHALT 0 HOLD-DOWN STRAPS FOR FLOOR TO FLOOR N IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN WOOD AND ERS END LENGTH WELDED WIRE FABRIC CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP SYMBOL MODEL No. FASTN W I I SHEARWALL ® ROOF W/ PERP. RAFTERS 12 DECK TO HOUSE DETAIL WWF SHALL CONFORM TO ASTM A-185. WELDED END FABRIC SHALL BE LAPPED PLATE.END NAIL TOP PLATES AND BOTTOM PLATES 70 EACH STUD WITH IN ONE CROSSWIRE PLUS 2 INCHES(i.e. 8'FOR 6x6 MESH). LOCATE WWI.1-/2" 2-16d NAILS FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 16 INCHES ON O FROM THE TOP OF CONCRETE FOR SLAB ON GRADE. WWF SHALL BE CHAIRED IN CENTER STAGGERED.LAP AND FACE NAIL PLA 7ES WITH 2-16d NAILS AT EACH _I O MS7736 (58) 16d 25r POSITION WITH MAXIMUM CHAIR SPACING OF 4 FEET. SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES& ROOF SHIJ�THING PER PLAN SINKERS 57RUCTURAL STEEL' NAIL W/(4) 16d EACH SIDE OF SPLICE FACE NAIL BOTTOM PLATE WNTH 2-16d Q STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH NAILS AT 16"O.C. OR PER SHEARWALL SCHEDULE. HI.SEISMIC CLIP AT EVERY THE A.I.SC. SPECIRCATION FOR THE DESIGN, FABRICATION AND ERECTION OF TRUSS EACH END. SHEARWALL SCHEDULE. STRUCTURAL STEAL BUILDINGS(97H EDIRON). STRUCTURAL STEEL SHAPES PRE-MANUFACTURED FLOOR JOISTS' W SHEAR WALL SHALL CONFORM TO AS7M DESIGNA770N A-36 UNLESS N07FD OTHERWISE JOISTS SHALL BE MANUFACTURED IN A PLANT APPROVED FOR FABRICATION BY STRAP PER PLA PER PLAN EDGE NAILING SILL BOTTOM REMARI'S SQUARE AND RECTANGULAR S7RUC7i/RAL STEEL WING SHALL CONFORM TO THE BUILDING DEPARTMENT AND UNDER THE SUPERVISION OF AN APPROVED F 8d 0 4"O.0 SHEATHING MARK ALLOW MAINAL f7LOGdN PLATE PLATE ASTM DESIGNATION A500, GRADE B. STEEL PIPE SHALL.CONFORM TO THE THIRD PARTY INSPECTION AGENCY.EACH JOINT SHALL BE IDENTIFIED BY A 7D BLOC70NG BEAM PER PLAN LOAD REOb EDGE RED ANCHORS NAILING ASTM DE57GNA770N Ag TYPE f ORS GRADE B(Fy.-46,000 PSI). WELDING STAMP INDICA77NO THE JOIST TYPE, CABO NER REPORT NUMBER, (4)10d _ SHALL BE IN ACCORDANCE WITH THE S7RUC7URAL WELDING CODE LAWS. ALL MANUFACTURERS NAME, PLANT NUMBER AND THE INDEPENDENT INSPEC77ON —� VENTED 2X BLOCKING r ROCIF 180 PIF 1/2'07X NO 8d®6' 8d 011' - - NAMUM STANDARD WELDING SHALL BE CER77RED BY WELDERS(WA.8.a OR EQUAL)USING E60 OR AGENCY LOGO AND EVALUATION REPORT NUMBER. 1100T 95 PLF 3/416nX NO 10d 010 fad 0/0' - - MN"STANDARl1 E70 ELECTRODES SHOP DRAWINGS OF ALL STRUCTURAL S7F& WORK SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICA770N. ALL PRE-MANUFACTURED ROOF 7RUSSES SW-I 2M Ar 1/2-CDX 041112.00 YE5 8d®6' 8d 012' 1/2'W 18016' Al NUM STANDARD STEEL MEMBERS SHALL BE GIVEN ONE SHOP COAT OF APPROVED PRIMER. TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS-RR/LARCH OR HEM-FIR. SURFACES TO BE EMBEDDED IN CONCRETE FIREPROOFED OR FIELD WELDED TRUSS MANUFAC7T/RER SHALL SUBMIT SHOP DRAWINGS AND CALCULA 77ONS �EFa$r SN 2 390 Plf 1/2°anav Ya 8d w- 8d®11° 5/8'024' 16d®f0° A35®24'O.0 SHALL NOT 8f PRIMED. ALL 80L7S SHALL BE A325 UNLESS NOlF1J OTHERWISE STAMPED SlG1JED AND DA7F0 BY A WASHJNGTON STA7F LICENSED STRUCTURAL WAS ITT— ALL ANCHOR BOLTS SHALL BE ASTM A307. ENGINEER ALL 7RUSS PLATES AND CONNECTORS SHALL BE I.C.B.O.APPROVED of ✓o L STRUCTURAL TIMBERS' VERIFY MECHANICAL UNIT LOADS AND LOCATIONS 6WTH.SUPPLER AND FURNISH BLOCKING PER ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBERZ ADD177ONAL TRUSSES AS REQUIRED. SUBMIT TRUSS SHOP DRAWINGS.TO THE FLOOR JOIST MFG ®32'O.0 ANCHOR BOLTS FOR FOUNDAnON ONLY. 3'SQ WASHERS, GALI!ANAZED.0.82 *PARALLEL LATE O/S7 LATEST EDITION. PROVIDE CUT WASHERS UNDER.ALL NUTS AND BOLTS BEARING ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR 70 FABRICATION PER PLAN KOLF FOR HF1 MEMBERS 3X MEMBERS FOR SHEAR WALLS>390 J/FT AGAINST WOOD.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE SPECIAL CONDITIONS.• 2 S28 SHEAR WALL PER �. 4 PLAN. 3X MEMBERS REQUIRED AT SN2 AD SW3 PANEL EDGES TREATED PER PRfSERVAI7VE TREATMENT NOTE ALL STRUCTURAL LUMBER THE CON7RACI0R SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE SCALE.' 1"=1'-0" SHEAR WALL NOTES SHALL BE NOTED BELOW` FIELD.ALL DISCREPANCIES SHALL BE REPORTED 70 THE ARCHITECT OR T "�•`1M: ' SCALE' 1"=1'-O" ENGINEER. THE CONTRACTOR SHALL PROVIDE ADEQUA7E SHORING AS REQUIRED > J� 16 TRUSS TO SHEAR WALL rl 7 SHEAR WALL @ FLOOR w/ TJI L JN ADDITION To HI HURRICANE TIE AT EACH RAFIER/TRUSS UNLESS NOTED OIH£R7WSf ON 2x FLOOR&RAF. JSTS HEM-RR 12....................Fb=850 PSI UNTIL PERMANENT CONNECTIONS AND S77FFENINGS HAVE BEEN INSTALLED. THE Z5* WALL PARALLEL WITH TJIS PLANS 4x BEAMS DOUG-RR/LARCH 12.,..Fb=900 PSI CONTRACTOR SHALL VERIFY SIZE AND LOCATIONS OF ALL OPENINGS IN THE 2. USE DOUBLE STUDS AT ALL WALL AND WALLS THAT EXCEED 10-0' i J. ALL NAILING SHALL HALE A MINIMUM OF J'EDGE DISTANCE 6x BEAMS DOUG-RR/LARCH,/1....Fb= 1350 PSI FLOOR,ROOF, AND WALLS WITH ALL THE APPROPRIATE DRAWINGS THE [1 4. SHEATHING FASTENERS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF 4x COLUMNS DOUG-RR/LARCH/1......Fb= 1000 PSI CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL J THE SHEATHING &COLUMNS DOUG-FIR/LARCH�'1.....Fb= 1200 PSI BUILDING DEPARTMENT REQUIRED INSPECTIONS DO NOT SCALE THE DRAWINGS 2X HEM FIR STUDS Fb=675 PSI THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR 57MILAR 5 SHEANING PANELS AT SHEAR WALL MAY BE LAID NTH FACE GRAIN PARALLEL OR COND17701VS NOT SHOWN PERPENDICULAR 6 ,cE�ENT EI.A(9�7'i.46M TO BE d4'lN?r"C 9 ER E-E PH4Y0LIB