|
•
<br /> •
<br /> r �NET?AT ST TTCTURAL 7�T PFC ••
<br /> Alt I�'e gra ,a41'or,twm tRtK qu remenrs of' ed7E''Edison of the Interndronal Building•code ps MARK 'SIMPSON MODEL POST POST CONN.. ALLTHREAD - • 3s
<br /> adopted by theproject jurisdiction.DESIGN BY ASD UNO.• - • - NOTE 4 DIAMETER •
<br /> Vertical Loads: I additiont the structure dead loads(15 PSE ROOF,12 PSF FLOORS),the following II I ..
<br /> STING ZX WALL AND SHEATHING HDU2 • HOU2-SDS2.5 (2) 2X -(6) 0,625" •
<br /> - • '- •-
<br /> rive loads were used for design, • _ �' � HDU4 HDU4-SDS2.5 - (2)2X (10) - 0.625. •
<br /> Floor roe Load �o psi • - II HDUS• HDUS-SDS2.5 (2 2X 114) 0.625" •
<br /> - � ��•1
<br /> Stairs and Exit Doreders 100 pat - ) HDUS HDUS-SDS2.5 4X DF#1 20) • 0.875" - • • - • - • • - �;
<br /> Decks and Bolconles 60 psf DYE LOAD - II - • 'SHEATHING # al
<br /> Roof Snow Loads: Roof snow load is•calculated m•accordance With Chopter.7 of-ASCE 7 and per IBC- _EXISDNG RIM JOIST • I HDU71 HDUII-SDS2.5 6X DF#1 30 - 1 DIA " 1lF• Section 1808: Minimum design roof snow food is•25 paf. Pg=25'psf,Is=1.0,Pf=25,psf Ce • - �I / 3 STING FLOOR JOISTS 'HDU74 HDU14-SDS2.5 6X OF#1 36] 1"DIA - MICRO PILE DRIVEN TO OBTAIN 4600 LWS • � t
<br /> --.-.-:-. NOTES:. - L+LL BEARING OF, t.
<br /> ".- 1. ALL THREAD EMBEDMENT SHALL BE 12"FOR�"DIA;16"-FOR �"-DIA - f - • • ssS7oxA1,•T''�
<br /> Foundation Design: Poundal r designed f don withrequirementsof 2015 IBC,Chapter.78.. • II - AND 20"FOR 1"DIA. - • - • Il�ll
<br /> 1MINIMUMALLowpBLEO
<br /> l
<br /> Table 1806.2 minimums.• Foundobon system•composed of convehtlonol.concrete spread and strip ' 5®16'OC ��.- -
<br /> • footings ABS 2"DIAMETER PIN PILES.PIN PILES DESIGNED TO 5000 LB AXIAL LOAD. Allowable Bearing= - Ipi 2. ALL HOLD DOWNS TO BE MANUFACTURED BY SIMPSON STRONG TIE• OWe, • I • - �'
<br /> 1,500 psf,Lateral bearing. 100 psf/ft,COF=0,25, Fpassive•w 150 pcf,Fac five=35 pc f,Fat rest= .: - • - "f • OR EQUAL - - - N prIP�'1 .I- •
<br /> f---1 -
<br /> I'
<br /> I.
<br /> sop - - - -�-.- -: 3. ALL THREAD SHALL BE ASTM A307 - 1 I I I. •
<br /> • 4. INDICATES NUMBEROF}"X2.5"SDS SCREWS REQD •
<br /> - �I j
<br /> . ' -Wind Loads: Wind foods are I Mated according to Chapter 28 Part 2 of ASCE 7.- Risk Category=Il,- • '. - ,•a I 18 W DI U4 REVIEW
<br /> --
<br /> 062E R3UW5 CR R
<br /> Exposure Category'B,V-170 mph,.Oct=1.0 16 PSF USD,12 PSF 650 MIN. - EN/OBLTOP PL. _ . - - -^ - - - _ �^ I PORCH ABO 1 I
<br /> • . • EXISTING WALLIF EXISTING FRAMING!` - - ®' I
<br /> • 'nelsons.D gra Criteria:V=0.12W _ • _ ._ - 2XB AT i6 OC DOES NOT PROVIDE OWL POST I .. PROVIDE PAD FOORN• - 'IIIG I I - I
<br /> •
<br /> • (KINGPLUSCWPPLEOROBLKING, AT FRONT AND REAR STAT- I . .
<br /> G neral Notes .. b :' - A005ECOND FULL • AS REO'D FOR VERTICAL L0 0
<br /> e I .. _W •
<br /> FxL6lTNG 2XB AT 36.00 i.
<br /> Structural Drawings I dicate the building in if f I,constructed condition. Temporary ary shoring,and p : HEIGHI'SND.CONNECT STUDS W/ - j jj, SUPPO"TMIMI I -
<br /> erection method pr t fin completion theresponsibility of the c t t r 16D ATV OC I
<br /> CO
<br /> E%ISRNG FLOOR FRAMIN •
<br /> ' Strucwral Drawingsd t t f.th PLY WITH BD AT B"OC EDGE LR TO FND HO PER -
<br /> . 'P completed project. The contractor,s respohslble for �" I II PLAN AND SCHED � - - - L-_-')''
<br /> I CO
<br /> Incorporating and coordinating•the requirements Of the other trades. - NAILING AND 80 AT 12'OC FIELD' - I • O
<br /> - - BLOCK ALL PANEL EDGES I II •
<br /> 1 �� - 6X6-•TW/CBS BAS 6X6 POST W/CBS BAS 6X6 Po6F W/CBS BAS . v10 •
<br /> Contractor shall verify II x�ebn conditions and notify the (neer of on dist/ - •- _ "I PROMO-0 F.*TING
<br /> er y a e g o Y 9 Y epanvY between nth ,\ • _ _ AND BC6 CAP j - AT FRONT• D,••STAIRS - • CO
<br /> structural drawings and the existing conditions'for resolution p t proceeding. ��� 1•X3•%3'WASHER TP ATAB -• AND BC6 PNA BC6 CAP
<br /> construction shall .'_r ..I I- ..(-.-(. - - .r +�
<br /> Structural Draw Show typical conditions. Whore no detail I AS RE09 FOR I.AL LOAD.
<br /> Drawings yyiw is Intlleated,
<br /> accordan with studios traction on the project. a 2X8 PLATE WITH DIA XI2 ANCHOR -- - • I •- _ 6%12 DFRI I... -
<br /> b - +• • -.-.-�,IYL -�\ I r••I 6%120FF3 6%•DmUPPORT -
<br /> BOLTS AT 32 MAXC. • 6X6 POST Wl CBS BAs
<br /> Special I Pectora N R d • -.. • iii 1 . L �.J L. J
<br /> •St t I Obse tion •
<br /> . None Required DAM!•PROOF M. I �� •
<br /> I I ( I �
<br /> z i I 7 CAP. •
<br /> .. CONCRETE CONCRETE CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 10 00 THE e •
<br /> • t I L_---. J TW02'OIA MICRO PILE TW02'DI MICRO PILES) - I W
<br /> pA AND BC6
<br /> •
<br /> •
<br /> IBC AND WITH ACI 318.'UNLESS NOTED OTHERWISE ON THE DRAWINGS,ALL CONCRETE SHALL BE 2,500 �q4 CONT AT 16.MAX OC • t • - -• ���_ I UNDER 2'%2'X12'FTG W/ UNDER 2'K2'%12'FTG W/
<br /> PSI,5}MIN SACK,4"'MAXIMUM SLUMP;0.50 W/C RATIO,I'.MAXIMUM.AGGREGATE SIZE WITH UNIFORM VE•RT 2 MIN IN STEM WAL•L - .I THREE S9 EW THREE p4 EW • W
<br /> GRADATION. EXTERIOR CONCRETE SHALL DE AIR ENTRAINED,59.PLUS OR MINUS 1%- AIR _ SIMPSON HSCNW HIG OP' F 'L � •- I - I ®- J
<br /> ."
<br /> •
<br /> STRENGTH COUPLER •1 • HO H' I 1I�� �..f
<br /> Reinforcing Steel:All reinforcing stall shall comply with ASTM A615,Grade 60 for deformed bars and •
<br /> AT 16'00 ALT HOOKS' NUT AT CONTRACTOR'S I EDSTIIVG 2X8 AT 36.SC I I 1-' .__I co
<br /> y'
<br /> ATM A185 for'smooth welded vire fabric(WWF)UNG. - •
<br /> �;. u-; _ - _ � \pl,l Hp SCHED• I -
<br /> • THREAD PER I -
<br /> Reinforcing Steel hall be detailed in cord With theACI Manual of Standard Practice for Detailing ]", 'THREE k4 COM'T 3"CLEAR OF, RESTS - ., I . I' I • M O
<br /> Reinforced Concrete Structures(ACI 375). Lap all reinforcing'bars a9 detailed on the drawings •'� • i - �.�
<br /> Minimum lap length shall be 400 UNG. - ROT - I - - •
<br /> 4°DIA PERFORATED DPAI APOR BARRIER ANCNORT BOLT SIZEAN• •
<br /> Reinforcing Steel shall have thewowing PIPE WRAPPEDWITH I2'
<br /> mg u 2D'e,tAX PILE •'EMBEDMENT DEPTH PER SCHED ' EWSTEMWALL/F.00TING -i
<br /> FREE GRAINING GRAVEL J f I ` O
<br /> Bars exposed to Earth o Vleather 3 AT 4'MAX OC SEE S"X t6'FGDNDATID I M
<br /> Main Reinforcing Bars-1p • •
<br /> FILTER FABRIC.ROUTE TO P4ANl • •
<br /> _ I I VENT0.673F FREE I I 1 L11
<br /> les and Stirrups-1" STORM DRAIN SYSTEM - • .. I RRPATI'P- J !1
<br /> LO
<br /> • Epoxy Adhese shall conform to ASTM CBB1 d shall be -t component liquid epoxy with non-sag - • -`w t.,>!�L _ I_ _ '���'�I, "'•� I��,°°
<br /> ' (1. 0_ N
<br /> consistencystrength and a long pot life. Epoxy shall be suitable f n dry or domsp rfaces with m • Ht/" ,..,'I' n� �..B.:
<br /> shear 5000occortlance with um :. • - _. CL V
<br /> •
<br /> s mum tensile strength or 4000 psi. Install In strict _- _ _ -
<br /> 2
<br /> nd
<br /> •
<br /> - _ ..
<br /> 'dtAWL SPACE _ W
<br /> • Structural Steel construction shall boniarmancewith RISC•Specificati for the Design,Fabrication 'PREA •REQl11RED-]845F/350=5.25F _
<br /> and Erection of Strad tura!Steel for Buildings and the Coda of Standard Practice. PROVIDE TEN 9X16 VENI$W/FREE AREA= _ .
<br /> TYP EXT FOOTING 2 HD DETAIL &:SCHEDULE 6.56 PERI/Ern-MINIMUM
<br /> 4110• • 2AX M
<br /> Sh t 1 Steel Sha d lutes.slid)comply with ASTM A572'Grade 50 or ASTM A992 Grade 50. SCALE.3/4".= 1'-On FREE AREA PROVIDED •
<br /> -
<br /> . • �S1 SCALE:NOT APPLICABLE- "�' oLi' 3 a _ _
<br /> Hollow SWdur 1Sections Shapes
<br /> m(HSS)Sections shallcomply with ASTM A500,Croda B.
<br /> •
<br /> Typical Bolts shall conform to ASTM A307. High Strength Bolts(HSU)'sh ll Conform to ASTM'A325-N : -
<br /> u1uo. - _ - - - _ -•
<br /> -• . • - • N FOUNDATION• .PLAN - - SCALE ,' 1 •
<br /> Welding hop conform to AWS 'de for ARC d Gas Welding inBuilding.Construction. Welds shall be - - - - - •
<br /> :SCALE:. 1/4" T'-0. TL 1r2 I
<br /> made with E7005 Electrodes dstroll be I" um fillet welds UNG.• - • - - - • RRIICIII 1•JL4i[m - • --
<br /> •
<br /> Timber Construction'Requirere t' m - - - _• - - - • • - •
<br /> •Sawn Wmbor Shall form t West:Coast lumber Inspection Bureau or Wt Wood Products - -
<br /> €�Ei1ii�r}LrI9L-li
<br /> AsseciaHon.Grading Rules. Lu'bet shall be 16%maximum moisture content at the timeof Installation - - • . ' .- - - - [�11
<br /> RZf•t RILE lirilli airma
<br /> •
<br /> •
<br /> itlil®rI:li lISILYLFi17
<br /> E'1:�IIk1LMIltrY1F L[YY .
<br /> and shall conform to the species d grades noted Albelov. timber'to be Douglas Fir-. Larch UNG. • - • - t'i� il►t311L.<11�� Iv YJ
<br /> • NOTES: •1$bW6iWLD1:9r131 r•• j r 1:'
<br /> 2"
<br /> Description
<br /> 4 Dm Lumber Joist Rafters, Std N 2 or better NOTES:
<br /> 4 d 6 Drtn Lumber Post B Girders N i Better _ _ • • - 1 LOB-BOT• TOM BAR DEVELOPMENT LENGTH •
<br /> N �.
<br /> All lumber be Contact with conc •rete or CMU shall.bepressure t died unless an approved t •
<br /> - •
<br /> - - 2 LLOTet-TOP BAR DEVELOPMENT LENGTH; LL
<br /> R.
<br /> barrier Is provided - - •- _ -
<br /> Framing accessories and structural fasteners shall benufattured by Simpson.Strong-tie pp - - - - .. d3 AT 6'OC HORO TIES 00 ��_
<br /> _ TI 53 -158 BOT BpR SPACE LENGTH
<br /> ed .. •ROVIDE 4, 15(=TOPWED5PDCE W
<br /> the ANO2Y.4 VERT EA ENO -2:5 MIN EA END 5. LOOS HOOKED BAR Dl SHALL USE LENGTH
<br /> equal and of in come and type shown on life drawings. Framing les and structural fasteners - -- 6. BARS LARGER THAN el SHALL USE MECHANICAL COUPLERS •
<br /> which Ti he tact with pressure heated lumber shall b G90 galvanized" or stainless steel. All nail' - °ar A. - 7. TOP BARS HAVE MORE THAN I2'CONC BELOW O. H
<br /> holes shall be.filled with stNctural fasteners UNO n the drawings d fasteners shall be installed - -- - ./ - - 0, INCREASE LENGTHS BY 50%WHERE BAR COVER IS LESS THAN BOB DIM rryy O�/-
<br /> follo In all manufacturer's < iiiiiiiis
<br /> 9: WHEN SPLICING DIFFERENT BAR SIZES USE URGER BAR LENGTHS LL L.f� V J
<br /> 9 requirements.-If m f t' r provides multiple fastenerpa blltl s,the IrrII^ , •�-`e< u_
<br /> fasteners-which achieve the highest load rating shall b utilized UNG. I• e� I a • fY'•'��
<br /> All framing aa0s shall be of the2 d umber Ind dated an the drawings orad shall contour'to'ASTM - �•�� ' 4. ,L •
<br /> 7'1 _ _ ld�
<br /> F1667 Standard Specification f Driven•Fasteners;Nails,Spikes and Staples"end NER-272 Power Driven - - - SINGLE REINF NM ' REBAR LAP ANDDEV'L 1.1.1 W ec
<br /> Staples and Nails for use in oil types-of'Building Construction" NOils hall be identified by labels - ' . • - + S•� SCALE'NOT APPLICABLE - - G
<br /> -ROVIDE 244 MIN VERTS 2e4 MIN VERTS AT -iM MIN VERTS AT - .•yy< •
<br /> attached to their containers that how the onufocturers named NES Report number,nail shook - AT CORNERS INTERSECTION 1NTERSE4TION •ROVIOE2#4 VERT EA END O
<br /> . diameter and length. Nair. not shown shall be as indicated in IBC Table 2304.9.1 or NER 272. The ° ° -
<br /> W/STD VERT REINF ELWIN DBL RE)NF _ \ \ 0
<br /> • following nail sizes shall be used: - - ^W<z• • - -
<br /> •
<br /> UNLESS OTHERWISE NOTED,All.CONCRETE WALLS SHALL BE -
<br /> Ne6 Type Shank Diameter Minimum.2 Penetration • - RUN HDR2 BARB CONE TYP HORIZ REINF 7yp REiNF'U'BARS OR TIES• REINFORCED PER THE FOLLOWING TABLE •
<br /> • 6d 0.113" - 1.25" - THROUGH INTERSECTION W/STD HOOK FA END
<br /> ea 0.131" so' CORNER INTERSECTIRN INTERSECTION LAPPED LBS •
<br /> 154 0148 1.625" - MEIWALL THICKNESS HOR¢BARS VERT BARS .LOCATION w
<br /> 16d .0148 1.625 _ - CORNER DP To 6^ s4®lr'oc A9@3Z'0C CENTERLINE- -
<br /> i6d '0146 - 1.625' - 204 MIN VERTS AND 1801111M11
<br /> OVER V TO B" p5@i 162'0[ 5@6"OC CENTERLINE
<br /> • - - DEG HOOK AT END OF WALL OVER 8"TO 10 RS®12"OC 65 @ 12"OL CENTERLWE
<br /> •
<br /> •
<br /> Softs orad lags screws Shell conform to AN51/ASTM Standard R18.2.1-1981. Al bolts and lag screws shall' -- OVER 10"TO 14" 'tl9®12°OC .e4@12'OC EACH FACE __
<br /> hove.cut thread. •
<br /> 1 ROWDE STD 90 DEG • 01•FR 12 T0Il" B5@ib'OC SSM 16'OC E0.6f FACE HOOK OR - SINGLE REINF -'- OVER 14"1918' RSSIIO'OC 25 PER
<br /> IS OC EACH FAQ /�
<br /> Cutting and notching of Joists and studs shall conform to IBC Sections 2320.5.2.2308.9.7 and ALT TAILS - - 24...ovr<4`• • L- ALL WALL BARS SNAIL BE TAPPED PER LSB- /V(1
<br /> 230510.4. - ••< END 'ftOVIDE 2Y4 MIN VERTS AND
<br /> =
<br /> DEL MAT REINF - U BARS TO MATCH HORIZ - - DBL REINF -2 VERT BARS SHALL BE CONTINUOUS FROM FOUNDATION TO FLOOR
<br /> WOOD STRUCTURAL PANELS - - -' REINF AT WALL ENO 24'<W<e• ABOVE.BARSSHAD,SHALL UP ABOVE FLOOR LEVEL
<br /> 0(000 STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS OF"US PRODUCT STANDARD PS.1 •- - END SINGLE MAT REINF, 3. ALL BARS SHALL BE II'ClE0.R OF OPENINGS OR ENDS OF WALLS.
<br /> FOR CONSTRUCTIONANDINDUSTRIAL PLYWOOD°,'US PRODUCT STANDARD P52 PERFORMANCE STANDARDS SHORT WALL SECTIONS 9. STAGGER SPDCE4 OF ADJACENT BARS
<br /> FOR 01000-BASED STRUCTURAL USE PANELS",OR"APA PRP-108 PERFORMANCE STANDARDS"UNO. UNG, -
<br /> PANELS SHALL BE APA RATED SHEATHING;EXPOSURE 1.OF THE THICKNESS AND SPAN RATING SHOWN ON - - �1�77''� /v •
<br /> -
<br /> ' THE DRAWINGS.APA 24/OTYP ROOF AND WALLS UNO,APA W TYP FLOOR UND. • y l r CONK WALL REINF 1L;�r 5 gip• 7LT7T
<br /> WOOD STRUCTURAL PANEL INSTALLATION SHALL BE.INCONFORMANCE WITH APA RECOMMENDATIONS. ,5�, SCALE:3/4"= 1°-0" _ \M11V CON[ IIA REIlY l' W
<br /> ALLOW d"SPACING AT PANEL ENDS AND EDGES UNLESS OTHERWISE.RECOMMENDED BY INC - •
<br /> MANUFACTVRER. - ,SPDCE DBI:TOP PLATES PER 3/522 -
<br /> C.:y
<br /> SCALE:NOT APPLICABLE: - _ -- • "' Z
<br /> SHEAR WALL SHEATHING SHALL BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY AND ALL PANELS / - -
<br /> (7]GES SHALL BE BLOCKED(111H'2X FRAMING. • 2X6 Pa WALL TY' - - - 'ROVIDE00T 216D AT 16.OC O I•••-•
<br /> MINIMUM NARJNG FOR.ALL STRUCTURAL SHEATHING SHALL BE 100 AT6"OC AT PANEL EDGES AND 10D. ' NG STUDS PER SCHED 'NPLY TO STUDS CO
<br /> STAGGERED TYP UNO
<br /> AT.12"OC IN THE FIELD. NAILS SHALL BE"COMMON"EXCEPT ROOF SHEATHING SHALL BE NAILED WITH' I ,DBL 2%HEADER �, -. - : .. roe As BHowiBOTTOM P' - C :-0"MINB SPL CES •PLATE SPLICE V J
<br /> 11e1®I®II HEADER .HEAR TRANS NAILING -
<br /> PROVIDE BLBO MIN®S'OC <, •
<br /> RING SHANK NAILS. RI'^LES PER 6CHE0 ,..,.......-4X TYP STUD STUD AS BETWEEN SLICES • Q
<br /> •
<br /> LAP TOP PIATESA7 "'
<br /> CONCRETE PENETRATIONS •
<br /> INTERSECTING WALLS �� Ti, G� SHOWN LJJ �. •
<br /> WHERE PIPES OR CONDUITS PENETRATE CONCRETE WALLS OR FOOTINGS,PROVIDE OVERSIZE SLEEVE[ NECTW/3160MIN �II�IF 1F1 m/t - AMINOl�.M����L���tllJ0�.�I1�.I�lO.f•� Z Z
<br /> PENETRATIONS.SHALL BE WITHIN.THE-MIDDLE I OF FOOTING OR WALL DEPTH.'DO NOT CORE OPENINGS .FACE ' ����'S�'�mIvmlwmi��'.�lt�,����'�'o
<br /> WiTHOUT-WRITTEN PERMISSION.FROM ENGINEER. HEPDEH PER•�' "I, HIGH DENSITY RIGID iNSULARO � ter. - 'I
<br /> WHERE PIPES.OR CONDUITS OCCUR.WITHIN 12"OF BOTTOM OF FOOTING.THICKEN FOOTING TO EXTEND 6" - • •ORSCHE• BIKGATE0.CORNER I - ' • RIO MIN EXTERIOR WALL '��'�,, `7 �- •
<br /> �"'-'--
<br /> MINIMUM BELOW TO PROVIDE 3"MINIMUM COVER BELOW'PIPE OR.CONDUIT OPENINGWIDTH 2X SILL <4' - I +��• • �r' - - •
<br /> WHERE PIPES AND FOOTINGS.ARE PARALLEL TO FOOTINGS,LOCATE FOOTINGS TO FALL ABOVE 2H:1V
<br /> ''•W'. I .1114< A<6' • - HEADER DETAIL -;�. w O-� (-
<br /> J LINE EXTENDING FROM BOTTOM OF FOOTING - • -ILL 6'<•'00' OPENING WIDTH •
<br /> - - G •LL W.
<br /> •
<br /> . _ Will • "Yf" 12)20HEADER KING STUDS •CRIPPLE STUDS • _ •
<br /> _ � • rL,L/.
<br /> RY"<4' (Z)2X60R'IX6 (1)2X 121 SO 180 AT B"OC MIN YWHERE OCCURS - 0
<br /> 4 n'W°<6' 2X8 DR4%B .(2)21( 12)2% STUD TO STUD. N
<br /> _ • _ • 6<'Ml"<8' (2)2X10 OR 4X10(2)2X • (2)2% - \
<br /> _ Z Q /
<br /> • •
<br /> w Z•m LLI
<br /> // 'NOT GOVERN Ic�"�L� ztsD EA STUD' p
<br /> •
<br /> •
<br /> - STUDS PER.PWJS� -_- 1. WHERE FRPMINGIS CALLED OUT ON BANS,PLANSIZES SHALL
<br /> •
<br /> OR SECTIONS
<br /> AB•
<br /> LER SHEAR WALL SCHF�U= INTERSECTION., - IN A -
<br /> 2. HEADERSSNFL:BEONDOWFIR/LARCH#1 OR BTR "T" NTERSE ON -INTERSECT G WALLS �.`. a
<br /> •01AAT3200MINPROVID[ 3. STAGGER AND BLOCK ALL SHEATHING EDGES•
<br /> _ _-- • .STUDS AT 760CTYP UNO
<br /> I'X3'X4'WASHERS ATALLA-� juin
<br /> .00RIPPLI_ 9. PROVIDE AB ATTRIOM ALL SPLICES IN ALL PLATE Project Number:
<br /> 5. N]l;iiSNDS WITH SPLICES IN TOP PLATES _•
<br /> •
<br /> - TYP 'DOUBLE -TOP. PT,L • 18050
<br /> •
<br /> 6. PROVIDES 160 EA SIDE FA TOP NATE SPLICE CO r'w TE S
<br /> . - ! 7.-PROVIDE A35 KING TO TOP OF HEADER CRIPPLE TO BOT HEADER. CORNER - PUCE • Date.
<br /> • a a L•s '. ANO BOE OF SILL ANO CRIPPLE TO SILL. - UDSATtSOOUNO Si• SCALE: •3/4"=.1' 0" _ • JUNE 2019 _
<br /> scale-
<br /> •
<br /> NOT APPL.
<br /> •
<br /> •
<br /> 6. TYP WOOD WALL FRAMING TYP WOOD WALL. FRAMING. •
<br /> Sheet •
<br /> - - - S - •• /4"= 1'-O - _ • • .'- .. _ • . -. •
<br /> S.�.
<br /> •
<br /> • •JURISDICTION APPROVAL STAMPS -
<br /> DOCU tall COPYRIGHTED BY PETER M.BLAKELY,SE AND/OR PB STRUCTURES AND REMAIN THE.PROPERTY THEREOF,REPRODUCTION TRANSMISSION OR RE COUSEOR ALL DOCUMENT,IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM PETER M.'BLAKELY,SE AND/ORP.B STRUCTURES IS SPECIFICALLY PROHIBDED, -
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