Loading...
HomeMy WebLinkAboutPermit Building 2018-08-22MOBILE HOME SITE #��O VICINITY MAP DRAWING REFERENCE NOTES: STREETIMPROVEMENTS - PROPERTY BOUNDARIES - EDGE OF NEW ROAD -PUBLIC UTILITY EASEMENT - PREVIOUSLY PERMITTED INSTALLATION GENERAL PROJECT NOTES A—ALL STRUCTURAL FASTENERS AND/OR CONNECTORS ARE SIMPSON STRONGTIE UNLESS OTHERWISE STATED; B—ALL LUMBER IS DOUGLAS FIR LARCH NORTH (DFLN) /2/BETTER UNLESS OTHERWISE STATED; C—CONCRETE STRENGTH IS 2,500 PSI MIN.; D—ANY DISCREPANCIES WITH THESE DRAWINGS ARE TO BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCING WITH THE PROPOSED IMPROVEMENTS; E—CONTRACTOR TO VERIFY ALL FIELD MEASUREMENTS PRIOR TO COMMENCING WITH THE PROPOSED IMPROVEMENTS; F—POST DRILLED HOLES ARE TO BE THOROUGHLY CLEANED, BRUSHED AND FREE OF ANY DUST OR DEBRIS PRIOR TO APPLICATION OF HIGH STRENGTH EPDXY; G —CONTROL JOINTS (EITHER TROWELED OR INSERTS) ARE RECOMMENDED IN CARPORT SLAB ® 80 MAX O.C. IN BOTH DIRECTIONS; DATE RECEIVED�I/��(4> JOB NO SONE I—A�L OCCUPANCY GROUP iZ- UNIT OCCUPANCY LOAD STORIES TYPE CONSTRUCTIONuXM _EGAL DESCRIPTION 17-07j)L!D 4DDRESS 1125 cFS52S W c45'02Uff'(" #. j j Q DWNER Z knuooEsv OAk_� LLL CHE CONTENTS HERE ON HAVE BEEN REVIEWED, WITH ALTERATIONS INDICATED ON COLORED PENCIL. CHANGES OR ALTERATIONS MADE TO THE APPROVED DRAWINGS OR PROJECT AFTER THE DATE BELOW SHALL BE APPROVED BY THE BUILDING OFFICIAL. CITY OF OREGON ABBREVATIONS AB=ANCHOR BOLT BETW=BETWEEN CANT=END CANTILEVER CONC=CONCRETE CONT=CONTINUOUS COMP=COMPOSITION CT=CROSS TIE DBL=DOUBLE DH=DOUBLE HUNG (WINDOW) DFLN=DOUGLAS FIR LARCH NORTH DIA=DIAMETER DIAG=DIAGONAL EW=EACH WAY FG=FlNISH GRADE HD=HOEDOWN MAX=MAXIMUM MIN=MINIMUM NG=NATURAL GRADE 0/C=ON CENTER SPACING PT=PRESSURE TREATED RR=ROOF RAFTER SIM=SIMILAR SL=BYPASS SLIDER SW=SHEARWALL TYP=TYPICAL (X#j—NUMBER OF PIECES) W/H O=WATER HEATER OUTLET >=GREATER THAN OR ABOVE <=LESS IRAN OR BELOW PRO�ECT.�I D Go.Ida, Oaks Mohile Home CS Park CAN'PORT 1125 58th str. ARCHITrCTVRAL <F..incyel4,OR 'I CONS VLTING SERVICES Greg btilhelm,Archifect C,l rumi3 Lrcrti 10; 01 � AOS -=SO -J, -i9. O g,dlhrlmarJrrtzncAgm.ul�om Re°'sig"' SHEET #.• X10.1 8.29.2098 SHEARWALL & HOLDOWN SCHEDULE, NOTES, 8 SYMBOLS TRANSFER ANCHORS (NOT ALL FASTENERS USED—REFER TO FRAMING PLANS) WOOD FRAMED SHEARWALL — BLOCKED SYMBOL GENERAL NOTESAB SPACING FASTENER SPACING NOMINAL W OF FRAMING FASTNER SIZE IN SHEARWALL (.6k/pe) EDGE/FIELD O/C FRAMG MBR PENETRATION OR GA PANEL GRADE SYMBOL MAX STUD SPACING=16' 0/C; 48 / 12 max to ends/butt butt joints) 4•/12• 20 1-1/40 5d cooler 1/2" UNBLOCKED GYPSUM WALLBOARD (0.25 k/N—SEISMIC & WIND) e MAX SPACING OF WALL STUDS=16" 0/C; USE BP)¢ BEARING PLATES AND 2—i/2'DIA%10" ABs MIN TO EACH SECTION OF WALL PLATE 36 o c 12 max to ends/butt joints) 6•/12• 2' 1-3/8' 8d common or galvanized box 3/B' COX PLYWOOD SHEATHING (0.46k/8—SEISMIC & 0.645k/N—WND) e © MAX SPACING OF WALL STUDS=16" O/C; USE BPh BEARING PLATES AND 2-1/2"DIA.X10' ABs MIN TO EACH SECTION OF WALL PLATE 24 oc 12 max to ends/butt joints) 6•/12• 2" 1-3/8' 8d common or galvanized 7/18' COX PLYWOOD SHEATHING (0.419k/N—SEISMIC & 0.87k/ft—WND) ® MAX SPACING OF WALL STUDS=16' 0/C; USE BP)¢ BEARING PLATES AND 2-1/2'DIA.X10' ABs MIN TO EACH SECTION OF WALL PLATE '6"o/c 12 max to ends butt 4"/12• 20 1_1/2• 8d common or 7/16" COX PLYWOOD SHEATHING Joints) galvanized (0.7k/R—SEISMIC & 0.90k/8—YAND) �O SECTION A -A _ SHT_ A2_I �O O O I I I I 3 6 I _ \J _ \J �A FOUND�I T/ON PL�1 /V SHEARWALL SECTION - TYPICAL LENGTH OF SHEARWALL ,-0„ SHEARWALL TYPE (RI, #2, ETC.) KEYED TO SHEARWALL SCHEDULE — THIS SHEET COLUMN CAP, COLUMN BASE, AND/OR HOLDOWN SIZE POST AND/OR PANEL CHORD SIZE—/cFs s PLACEMENT OF SHEARWALL (MAY BE PLACED ON EITHER SIDE OF FRAMEO WA Q; EXTEND SW FROM FOUNDATION TO ROOF DIAPHRAGM WOOD FRAMED SHEARWALL BEAM SPLICE - SEE FRAMING PLAN(S) FOR REQUIRED FASTENER Q SPLICE/SUPPORT MEMBER DRAWING REFERENCE NOTES: 1❑-12'W%18"D (12" MIN INTO COMPACTED SOIL & 6' MIN BETW FINISH GRADE AND FINISH SLAB) PERIMETER GONG FOOTING W/ ONE #4 REBAR CONT IN TOP AND BOTTOM OF FOOTING W/3' MIN COVER TO SOIL; SHEAR WALL FOOTING & SPECIAL ANCHOR BOLT SPACING RUNS BETW GLyA/1 & GLOB/1 AMD FROM GL#1/A TO GL/2/A (SEE SHEARWALL SCHEDULE FOR AB SPACING IN BASE OF SHEAR WALLS); ©—ABU44Z STANDOFF POST BASE W/ RFG#5X10 POST DRILLED RETROFIT BOLT ANCHOR TO CONCRETE W/ SIMPSON SET—XP HIGH STRENGTH EPDXY; CONCRETE CURB O STORAGE SHED (ROUGH OPENING O SHED DOOR 2" WIDER THAN DOOR SIZE); Q-4' MIN THICK CONIC SLAB W/ E4 REBAR 24" O/C EACH WAY IN MIDDLE OF SLAB; PLACE SLAB OVER 6' MIN COMPACTED BASE MATERIAL; RECOMMEND CONTROL JOINTS O 8'-0" 0/C MAX; SLOPE 1X MIN TO OPEN SIDE; ❑5 —STORAGE SHED W/ 3068 PAINTED SLAB SINGLE LEAF FIBERGLASS DOOR, WEATHER STRIPING AND METAL THRESHOLD AS INDICATED; ®—EXTERIOR VENTS, LIGHTS, OUTLET(S) AND/OR WINDOWS TO MOBILE HOME (CONFIRM THAT 4X4 POSTS DO NOT OBSTRUCT WINDOWS, OUTLETS, HIS, ETC.); D—SLAB EDGE 12" INTO NATURAL GRADE (6">FG) W/24" MIN TAPER BETW EDGE AND 4" SLAB W/1—A4 REBAR CONT LENGTH SLAB EDGE; []-24"X24"X12"D CONC SUPPORT PAD W/2—#4 REBAR EACH WAY IN THE BASE OF EACH PAD W/3" MIN CLEAR TO SOIL; RUN #4 REBAR CONT FULL LENGTH ALONG BASE OF PADS AND SLAB TAPER—TYP X7; ❑9—24"X24'X12"D GONG SUPPORT PAD W/2—#4 REBAR EACH WAY IN THE BASE OF EACH PAD W/3" MIN CLEAR TO SOIL (NOTE: SUPPORT PADS ARE BOUNDED ON ONE SIDE BY PERIMETER FOOTING — SEE REF.NOTE/1 — AND 24"W TAPER ON THE ADJOINING SIDE); ® —FRONT DOOR LANDING AND STAIRS W/ 7" MAX RISE AND 12" MIN RUN; PROVIDE 42" MIN GUARDRAIL AT LANDING (2 SIDES) AND STAIR RUN ONE SIDE) W/ +34"X1.5" RADIUS HANDRAIL SECURELY ANCHORED TO GUARDRAIL W/ 1.5' MIN SPACE BETW HANDRAIL AND GUARDRAIL (GUARDRAIL PICKETS MUST PREVENT A 4' DIAMETER SPHERE FROM PASSING THROUGH AT ANY POINT IN GUARDRAIL); Q—REFERENCE SYMBOLS FOR CALCULATIONS (SEE CALCS); Q —MATCH END OF CARPORT SLAB W/ ADJACENT SIDEWALK; RC GOLDEN OAKS MOB/LE HOME PARK CARPOR T#��O SHEET INDEX.• A11- 77TLESHEET, FOUNDATION PLAN, FLOOR PLAN Rr CA R POR T ROOF FRAMING PLAN A2.1- BUILOINGSECT/ONA-A A31- CONSTR(/CT70N DETAILS GENERAL PROJECT NOTES A–ALL STRUCTURAL FASTENERS AND/OR CONNECTORS ARE SIMPSON STRONGTIE UNLESS OTHERVASE STATED; B–ALL LUMBER IS DOUGLAS FlR LARCH NORTH (DFLN) /2/BETTER UNLESS OTHERNISE STATED; C–CONCRETE STRENGTH IS 2500 PSI MIN.; D–ANY DISCREPANCIES WITH THESE DRAWINGS ARE TO BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCING WITH THE PROPOSED IMPROVEMENTS; E– CONTRACTOR TO VERIFY ALL FIELD MEASUREMENTS PRIOR TO COMMENCING WITH THE PROPOSED IMPROVEMENTS; F–POST DRILLED HOLES ARE TO BE THOROUGHLY CLEANED, BRUSHED AND FREE OF ANY DUST OR DEBRIS PRIOR TO APPLICATION OF HIGH STRENGTH EPDXY; G –CONTROL JOINTS (EITHER TROWELED OR INSERTS) ARE RECOMMENDED IN CARPORT SLAB O 8' MAX O.C. IN BOTH DIRECTIONS; AB=ANCHOR BOLT BETW=BETWEEN CANT=END CANTILEVER CONIC=CONCRETE CONT=CONTINUOUS COMP=COMPOSITION CT–CROSS TIE DBL–DOUBLE DH=DOUBLE HUNG (WINDOW) DFLN=DOUGLAS FIR LARCH NORTH DIA=DIAMETER DIAG=DIAGONAL EW=EACH WAY FG=FINISH GRADE HO=HOEDOWN MAX=MAXIMUM MIN=MINIMUM NG=NATURAL GRADE 0/C=ON CENTER SPACING PT=PRESSURE TREATED RR=ROOF RAFTER SIM=SIMILAR SL–.BYPASS SLIDER SW=SHEARWALL TYP=TYPICAL l- -NUMBER OF PIECES) W/H O=WAiEK HLATER OUTLET xGREATER THAN OR ABOVE <=LESS THAN OR BELOW HI�Rv�Ecr II0.�.4�n Oaks � 4�hile Home �v �( Park l� ►J 1125 58th 5o.,II Spnnyfre(c% OR Hi rcCTVRAL i DESIGN V1`1/7_#110 CONSVLTING - — SERVICES Greg YVilhelm,Aechaect 541116.61f9w cx 803550.0739c Lrt`b:�o O y�,.IhefmlM1hrtecn+gmsil.rom L O O �rE'OF'ORE�' p e�so,5 SHEET#: /IT T 751,2018 OmJon 14 SIM 14 A5. A3. I A3 • I ABBREVATIONS: AB=ANCHOR BOLT 9ETWmBETWEEN CONC=CONCRETE CONT =CONTINUOUS COMP=COMPOSITION CT =CROSS TIE DBL=DOUBLE OFLN=DOUGLAS FIR LARCH NORTH DIA=DIAMETER DIAG=DIAGONAL MAX=MA%IMUM mum CENTER O/C—ON CENTER SPACING PT=PRESSURE TREATED RR=ROOF RAFTER SIM=SIMILAR SW=SHEARWALL IYP�TYPICAL (X/—NUMBER OF PIECES) DRAWING REFERENCE NOTES: 10 12'WX18"H (T 2' MIN INTO COMPACTED SOIL do 6' MIN BETW FINISH GRADE AND FINISH SLAB) PERIMETER CONC FOOTING W/ ONE �4 REBAR CONT IN TOP AND BOTTOM OF FOOTING (PROVIDE 3' MIN COVER TO SOIL); ABU44Z STANDOFF POST BASE — TYP X11 Q3 4' MIW THICK CONC SLAB W/ /4 REBAR 24' 0/C EACH WAY IN MIDDLE OF SLAB; PLACE SLAB OVER 4' MIN (6' RECOMMENDED) COMPACTED BASE MATERIAL; PROVIDE CONTROL JOINTS O 8'-0" 0/C MAX; SLOPE IX MIN TO OPEN SIDE; Q STORAGE SHED (IN BACKGROUND); ® 4X4 D,LN E2/8 WOOD POST; © DBL —2%8 CROSS TIES; ® 4X8 RR O GL/A; ® DRL-2X8 DIAGONAL BRACE: ® MATCH SLOPE OF CARPORT ROOF TO MOBILE HOME; ® COMP SHINGLES OVER ROOFING FELT OVER PLYWOOD ROOF SHEATHING; 77 E%ISIING MOBILE HOME; PROJECT; GOUC17 07 ks Mobile. f;On,e Pork 11155Bf,, 3tr. SPrin0eN, OR ARCM ECTVRAL DESIGN & CONSVLIING SERVICES �• Lr_q WdlxlmAchlket orY,,,,,ure�o Ca!l(omU Llrff101nz s,v-�:esme t'i5.60-Olifk y+iFv io1,Y�pyud O Q SHEET A2.1 3.19.201& 4h' CD% ROOF (SEE FRAMING NAILING SCHEE A35 0 24' O/C & 12' FROM ENDS O SHEAR PANEL I Od TRANSFER NNUNG 0 6' 0/C O SHEARWALL WOOD FRAMED WALL W/2x40 O 18' 0/C (SEE FLOOR PLAN FOR SHEARWALL REQUIREMENTS) I3 TRANSFER NAILING @ RAKE EAVE 4X8 RR ANCHORED TO 4X12 PERIMETER BEAM W/LUS48. IALS ANCHORm TO 4X4 POST BaLTs & 2' DIa BRIDGE wasHERs —TYP X8 (SEE FRAMING PLAN) IL ELEVATION OF DIAGONAL BRACES @ GL#A, GL#B & GL#2 COMP SHINGLES OVER WOOD C -COMP SHINGLES OVER BUILDING FELT OVER 9b' COX PLYWOOD FELT OVER iii' CDX PLYWOOD ABBREVATIONS: Q SHEATHING (SEE FRAMING FOR SHEATHING (SEE FRAMING FOR AB=ANCHOR BOLT NAILING SCHEDULE) 4' MIN �� NAILING SCHEDULE BETW=BETWEEN i 10d TRANSFER NAILING O 2-5/80 BOLTS W/Y MIN CONC=CONCRETE B• O/C TYP O ROOF BRIDGE WASHERS ANCHORED CONT=CONTINUOUS DIAPHRAGM EDGES COMP=COMPOSITION DIAGONALS _ CT=CROSS TIE DBL=DOUBLE 2X8 DIAGONALS ANCHORED ; I DFLN=DOUGLAS FIR LARCH NORTH TO 4%4 POST W/2-5/8' DIA=DIAMETER 2X8 DIAGONALS ANCHORED BOLTS & 2" DIA BRIDGE I DIAD=DIAGONAL WASHERS—TYP x8 HORIZ=HORIZDNTAL o TO 4X4 POST W/2-5/8' BOLTS & 20 DIA BRIDGEI 30 MAX=MAXIMUM WASHERS—TYP XB = 4X8 RR ANCHORED TO 40 MIN -MINIMUM I — & SANDWICHED SETW 2-2X84HORIZ CROSS O/C=ON CENTER SPACING { Ip TIES W/2 -5/B' BOLTS B: PT=PRESSURE TREATED BRIDGE WASHERS AS RR=ROOF RAFTER INDICATED; SIM=SIMILAR SW=SHEARWALL _ 4X4 DFLN / TYP=TYPICAL (X/—NUMBER OF PIECES) ORE .— ANCHOR DBL 2X8 CROSS TES TO 12 ANCHORED TOO WOOD POST 4X12 BEAM 40 WOOD POST W/2-5/8' BOLTS W/8C4 POST CAP & 20 MIN BRIDGE WASHERS TYP X4 A I DIAGONAL BRACES 0 GL#2 IO ROOF EAVE @ HORIZ. CROSS TIE WOOD FRAMED WALL W/2X4 WOOD STUDS O 04 DFLN 02/B WOOD POST ANCHORED 180 0/C; USE PT OR FOUNDATION GRADE :7TO FOUNDATION SLAB W/ABU44Z 2X4 FOR WALL PLATE; ANCHOR WALL TO STANDOFF BASE; ANCHOR BASE TO CONIC CONC CURB W/ )5.•DIAXIOO AS & BP)j SLAB W/ )jODIAX100 A8 (SEE FRAMING BEARING PLATES (SEE FRAMING PLAN FOR PLAN FOR AS & POST BASE SPACING AS SPACING REQUIREMENTS IN SHEARWAEIS) REQUIREMENTS) Ake 40 MIN CONC SLAB W/#4 REBAR O 24' C�MW CONC SAB W/r4 REBAR O 240 O/C BOTH DIRECTIONS CENTERED INF O/C BOTH DIRECTIONS CENTERED IN SLAB THICKNESS OVER 4O MIN SAB THICKNESS OVER 4O MIN COMPACTED BASE (e• COMPACTED COMPACTED BASE (80 COMPACTED BASE RECOMMENDED) BASE RECOMMENDED) 12" PROVIDE #4 CONT REBAR IN TOP AND PROVIDE X14 CONT REBAR IN TOP AND BOTTWI OF PERIMETER FOOTING W/3'12 BOTTOM OF PERIMETER FOOTING W/50 MIN SEPARATION TO SOIL MM SEPARATION TO SOIL I5 PEP.IMETER FOOTING @ SHEARWALL IL+ PERIMETER FOOTING @POSTS Golsen UdkS Moh,k. He n,e Parl- =55dth Str. 5Pringfrld.OR ARChLTfCTLRAL �Fslcv � - - - - - CONSVL7ING SERVI�ES cicq wtlhJ .4Khrr�r Or �.v L'ci6730 GI(wnp LkKYOIOz 5ff.2f61fli= O �mr�rcnaly,.uAm,. .a�ynrnK6„A,dIA,.e�» 1\ 1IIIL ���_ SHEET5-'o: A3. I 31°2018