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HomeMy WebLinkAboutPermit Building 2018-08-22ZONE L.I�iZ OCCUPANCY GROUP{Z� UNIT OCCUPANCY LOAD STORIES TYPE CONSTRUCTION Va LEGAL DESCRIPTION -�A-ZZ('St,irk, ADDRESS 1I M� cq=::zrroar—= 11'Z OWNER THE 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 OVED NEW STREET MOBILE HOME SITE #��3 VICINITY MAP DRAWING REFERENCE NOTES: STREETIMPROVEMENTS Z -PROPERTY BOUNDARIES 3 -EDGE OF NEW ROAD GENERAL PROJECT NOTES A -ALL STRUCTURAL FASTENERS AND/OR CONNECTORS ARE SIMPSON STRONGTIE UNLESS OhiERWISE STATED; 8 -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 PATH THE PROPOSED IMPROVEMENTS; E -CONTRACTOR TO VERIFY ALL FIELD MEASUREMENTS PRIOR TO COMMENCING PATH 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 ® 8' MAX O.C. IN BOTH DIRECTIONS; 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=FINISH GRADE HD=HOLDOWN MAX=MAXIMUM MIN=MINIMUM NG=NATURAL GRADE D/C=ON CENTER SPACING PT=PRESSURE TREATED RR=ROOF RAFTER SIM=SIMILAR SL=BYPASS SLIDER SW=SHEARWALL TYP=TYPICAL (X#—NUMBER OF PIECES) W/H O=WATER HEATER OUTLET >=GREATER THAN OR ABOVE <=LESS THAN OR BELOW Yep lVo�th GoNen O.?ks Mohik Nome CS Park CARPORT 112558th str. ARCHITKTVRAL 5pringfie%/, OR DESIGN & CONSULTING SERI/ICES Grey 4Yilhelm,Arch/tee-t Q(/(omi3 Licf�l10i0- T�^ �i1-X16-Eilyo ` l �• gni(halm�rchrf iNymarlro ti..r O 0 Rrvrsiens fEETA, S/ A00 8.20._019 SHEARWALL & HOLDOWN SCHEDULE, NOTES, & SYMBOLS TRANSFER ANCHORS (NOT ALL FASTENERS USED -REFER TO FRAMING PLANS) WOOD FRAMED SHEARWALL - BLOCKED GENERAL NOTESAB SPACING IN SHEARWALL (.6k/pc) FASTENER SPACING EDGE/FELD 0/C NOMINAL W OF FRAMG MBR FRAMING PENETRATION FASTNER SIZE OR GA PANEL GRADE SYMBOL MAX STUD SPACING=16' O/C; 48 a/c 12 max to ends/butt Ints /b � ) 4'/12' 2 1-1/4" Sd cooler 1 2" UNBLOCKED GYPSUM WALLBOARD / (0.25 k/R-SEISMIC h WIND) Q MAX SPACING OF WALL STUDS=16" 0/C; USE BP)j BEARING PLATES AND 2-1/2"DIA.X10' ABs MIN TO EACH SECTION OF WALL PLATE 36 a c 12 max6"/12' to ends/butt joints) 2' 1-3/8' Bd common or galvanized box 3/8" COX PLYWOOD SHEATHING (0.46k/ft-SEISMIC k 0.645k/ft-WIND) e MAX SPACING OF WALL STUDS=16" O/C; USE BP)¢ 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" 20 1-3/8" 8d common or galvanized 7/16' COX PLYWOOD SHEATHING (0.48k/ft-SEISMIC A 0.67k/ft-WAND) Springfield, OR MAX SPACING OF WALL STUDS=16' 0/C; USE BP)¢ BEARING PLATES AND 2-1/2"OIA.XIO" ABs MIN TO EACH SECTION OF WALL PLATE 16 a/c 12 max to ends/butt joints) 40/12" 2• 1-1/2' I Bd common or I galvanized 7/16' COX PLYWOOD SHEATHING I (0-7k/ft-SEISMIC k 0.98k/R-W1ND) e ROOF FRfI MING PL�1 N FLOOR PL�1 /V I I LL � I o "' I 14'-0" 100-0" 10" 0. I — — E — — II 9 3 I I I o IS A5.1 6 I to I vJi I 30-4" I 1 I I 6 B J f S n � I J I ' p I jI ( 7 8 2 _ — O M -- I ato A 4 n M II I I (— ji 'I --J l -41 II I l SIM TYP A4I 1 I L J I LTJ" o 7 - -- - SECTION A -A SHT. Az.I I A 8 14'-0" 2 I FOl/ND�1 TION PL�1 N SHEARWALL SECTION - TYPICAL LENGTH OF SHEARWALL '-0'• SHEARWALL TYPE (#I, #21 ETC.) KEYED TO SHEARWALL SCHEDULE THISSHEET COLUMN CAP, COLUMN BASE, AND/OR HOLDOWN SIZE- POST IZE POST AND/OR PANEL CHORD SIZE—acs s PLACEMENT OF SHEARWALL (MAY BE PLACED ON EITHER SIDE OF FRAMED WALL); EXTEND SW FROM FOUNDATION TO ROOF DIAPHRAGM WOOD FRAMED SHEARWALL BEAM SPLICE - SEE FRAMING PLAN(S) FOR REQUIRED FASTENER Il SPLICE/SUPPORT MEMBER DRAWING 1❑ -12"W%1 REFERENCE NOTES: B"D (12' MIN INTO COMPACTED SOIL h 6" MIN BETW FINISH GRADE AND FINISH SLAB) PERIMETER CONIC FOOTING W/ ONE /j4 REBAR CONT IN TOP AND BOTTOM OF FOOTING W/3" MIN COVER TO SOIL; FOOTING RUNS BETW GL)D k GL#E, THEN RUNS CONT FROM GLt1 /E TO GL/2/E (SEE SHEARWALL SCHEDULE FOR AS SPACING); © —ABU 44Z RETROFIT STRENGTH STANDOFF POST BASE W/ RFG#5X10 POST DRILLED BOLT ANCHOR TO CONCRETE W/ SIMPSON SET—XP HIGH EPDXY; Q—6"Hx6 SHED DOOR ®-4" MIN "W CONCRETE CURB O STORAGE SHED (ROUGH OPENING O DIA=DIAMETER 2" WIDER THAN DOOR SIZE); THICK CONIC SLAB W/ #4 REBAR 24" O/C EACH WAY IN MIDDLE OF SLAB; PLACE SLAB OVER 6' MIN COMPACTED BASE MATERIAL; PROVIDE CONTROL JOINTS O 8•-0" O/C MAX; SLOPE 1% MIN TO OPEN SIDE; �5 —STORAGE SHED W/ 3068 PAINTED SLAB SINGLE LEAF FIBERGLASS DOOR, WE STRIPING AND METAL THRESHOLD AS INDICATED; ®—EXTERIOR VENTS, LIGHTS, OUTLET(S) AND/OR WINDOWS TO MOBILE HOME (CONFI HOME WINDO ©—SLAB RM THAT 4X4 POSTS ARE NOT IN FRONT OF MOBILE WS); EDGE 12" INTO NATURAL GRADE (6'>FG) W/24" MIN TAPER BETW EDGE W AND 4" SLAB W/1—#4 REBAR CONT LENGTH SLAB EDGE; Q—24'X24'X o 12"D CONIC SUPPORT PAD W/2—M4 REBAR EACH WAY IN THE BASE OF EACH PAD W/3" MIN CLEAR TO SOIL; RUN /;14 REBAR CONT FULL LENGTH ALONG BASE OF PADS AND SLAB TAPER—TYP X7; ®-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 (NOTE: SUPPORT PADS ARE BOUNDED ON ONE SIDE BY PERIMETER FOOTING — SEE REF.NOTE;/1 — AND 24"W TAPER ON THE ADJOINING SIDE); 10 —FRONT DOOR LANDING AND STAIRS W/ 7" MAX RISE AND 12" MIN RUN; PROVIDE 42" MIN GUARDRAIL AT LANDING (2 SIDES) AND STAIR RUN ANCHORED ONE SIDE) W/ +34"X1.5" RADIUS HANDRAIL SECURELY 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); 11 —REFERENCE SYMBOLS FOR CALCULATIONS (SEE CALCS); GOLDEN OAKS MOBILE HOME PARK Cil RPOR T#773 SHEET Af f - T/ INDEX.• TLESH£ET, FOIINOAT/ON PLAN, FLOOR PLAN 6z CARPORT ROOFFRAti1/NG PLAN AZ. f - BU/LO/NGSECT/ONA A A31- CONSTRICT/ON OETA/LS GENERAL PROJECT NOTES A—ALL STIUC STRONGTIE B—ALL LUMBER TURAL FASTENERS AND/OR CONNECTORS ARE SIMPSON UNLESS OTHERWISE STATED; IS DOUGLAS FIR LARCH NORTH (DFLN) i2/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; ABBREVATIONS AB=ANCHOR BOLT BETW=BETWEEN CONIC=CONCRETE CONT=CONTINUOUS COMP=COMPOSITION cr=cRoss nE DBL=DOUBLE DFLN=DOUGLAS FIR LARCH NORTH DIAG=DIAGONAL EW=EACH WAY FG=FINISH GRADE HD=HOLDOWN MAX=MAXIMUM MIN=MINIMUM NG=NATURAL GRADE 0/C=ON CENTER SPACING PT=PRESSURE 'TREATED RR=ROOF RAPIER SIM=SIMILAR SW=SHEARWA:1 TIP=TYPICAL I ­—NUMBER OF PIECES) Y—GREATEP THAN OR ABOVE <--LESS h' \N OR BELOW i �Ro;Fcr J 601*17 Oaks Movi/e Home C Pa k 1f2558th St),, Springfield, OR ARCHITECTURAL DESIGN 8t CARPORT #113 CONSVLTING SERVICES Grey thilhelm,Architect. 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S Am cz Q C/ 10 Revisions SHEET -A, X to f di, 18.2018 A3.� A3.► ABBREVATIONS: AB=ANCHOR BOLT BETW=BETWEEN CONC=CONCRETE CONT=CONTINUOUS COMP=COMPOSITION CT=CROSS TIE DBL=DOUBLE DFLN=DOUGLAS FIR LARCH NORTH CIA=DIAMETER DIAG=DIAGONAL EW=EACH WAY FG =FINISH GRADE mum mum MIN=MINIMUM NG=NATURAL GRADE 0/C=ON CENTER SPACING PT=PRESSURE TREATED RR=ROOF RAFTER SIM=SIMILAR SW=SHEARWALL TYP=TYPICAL (XIII --NUMBER OF PIECES) nGREATER THAN OR ABOVE <=LESS THAN OR BELOW DRAWING REFERENCE NOTES: Q-24'X24'X72'D CONC SUPPORT PAD W/2-#4 REBAR EACH WAY IN THE BASE OF EACH PAD W/3' MIN CLEAR TO SOIL: RUN �ba R®AR CONT FULL LENGTH ALONG BASE OF PADS AND SLAB TAPER-TYP K7; 02-ABU44Z STANDOFF POST BASE W/ RFCA5%10 POST DRILLED RETROFIT BOLT ANCHOR TO CONCRETE W/SIMPSON SET -%P HIGH STRENGTH EPDXY; PRC�iECT.• 03 -4' MIN THICK CONC SLAB W/ 14 REBAR 24" O/C EACH WAY IN MIDDLE OF SLAB; PLACE SLAB OVER 6' MIN COMPACTED BASE MATERIAL; PROVIDE CONTROL JOINTS O B'-0" O/C MAX; SLOPE ix MIN TO OPEN SIDE; Q -STORAGE SHED (IN BACKGROUND); QS -4X4 DFLN /2/8 WOOD POST; ©-DBL-2X8 CROSS TIES; Golden 17 Kv 07 -a%8 RR m GLQA; ®-08L-2X8 DIAGONAL BRACE; -MATCH SLOPE OF CARPORT ROOF TO MOBILE HOME (ESTIMATED 3:12); ® -COMP SHINGLES OVER ROOFING FELT OVER PLYWOOD ROOF SHEATHING: ©-EXISTING MOBILE HOME; I TQ -SLAB EDGE TAPER BETW SUPPORT PADS (DASHED UNE); ©-SIMPSON ST9 FROM PERIMETER 4X HEADER TO 4X8 DIAGONAL RAFTER; Y PRC�iECT.• TT I' Golden 17 Kv Mobile Home day I Y 11Z5SZfhSu sp tnpgc1d oa ARCHITECNRAL DESIGN Bt Cs1R PrA2 CONSVl71NG SERVICES �['' 7t Gag N?!t �Vel+/!st Oag^n L'a/J730 G1i(anU l.�I'C'101OI st�.rs-eta ex so-o�r .thpwdhdmn"fixaee» it ` LVL! Q - S. f8.20fE COMP SHINGLES OVER BUILDIFIG 4XB RR ANCHORED TO 04 SIMPSON ST9 STRAP FROM COMP S41NGLES OVER BUILDING FELT OVER %' COX PLYWOOD POST WAUS48 k SANDWICHED 4X HEADER TO 4X8 FELT OVER 4n COX PLYWOOD ABBREVATIONS: COX ROOF SHEATHING \ /'� / SHEATHING (SEE FRAMIPlC FOR BETW 2-2X8 HORIZ CROSS DIAGONAL BEAM SHEATHING (SEE FRAMING FOR AB.ANCHOR BOLT (S c FRAMING PLAN FOR 4X8 RR ANCHORED TO 012 NAILINGSCHEDULE) TIES W/2 -5/B" BOLTS d: NAILING SCHEDULE) BETW=BETWfl7i NAILING SCHEDULE) PERIMETER BEAM W/LUS48 { - BRIDGE WASHERS AS INDICATED; 10d TRANSFER NAIUNG 6 CONC=CONCRETE I SIMPSON ST9 STRAP FROM 6" O/C TYP O ROOF CONT=CONTINUOUS DIAGONAL TOBEA4X8 DIAPHRAGM EDGES CTNIP=CO TIE TION DBL=DOUBLE 2XB LS AN���C,,,H���///O888R��.ED CONTINUOUS DRIP FLASHING DFLN=DOUGLAS FIR LARCH NORTH A35 M 24' 0/C k 12" F I I Y TO 4X4 OSI DIA=DIAMETER FROM ENDS @ SHEAR PANEL BOLTS k!2" DIA BRIO DIAD=DIAGONAL ^ 2X8 DIAGONALS ANCHORED I XB %B j TO 4X4 POST W/2 -S/8" .3' E1V=EACN WAY BOLTS & 2" DIA BRIDGE 2-5/B' BOL, W/Z" MIH FG=FlNISH GRADE e WASHERS-TYP X8 = j BRIDGE WASHERS ANCHORED MAX=MAXIMUM tl , _ I i DIAGONALS DBL 2%B NO=NANTURAL GRADE -LL O/CmON CENTER SPACING tOd TRANSFER NAILING B 6' U ^ "t F PT=PRESSURE TREATED 9/C O SHEARWALL b j t 4%4 DFLNrta RR=ROOF RAFTER p2�u WOOD POST SIM=SIMILAR 2X8 DIAGONALS ANCHORED TO 4X4 POST O I ANCHORED TO 4%12 BEAM W000 FRAMED WALL W/2%42 m 1 W/2-5/8' BATS B 2' DIA BRIDGE WASHERS ANCHOR DBL 2X8 CROSS TIES TO 12 ( 1711115/0-4R3i SW=SHEARWALL TYP=TYPICAL (X�NUIJBER OF PIECES) 16" 0/C (SEE FLOOR PLAN FOR J AS )NDICATED-TYP X8 (SEE FRAMING PLAN) 4X4 WOOD POST W/2-5/8' BOLTS SHEARWALL REOUIRE.MENTS) j & 2" MIN BRIDGE WASHERS TYP GREATER THAN OR ABOVE I %4 �� <=LESS THAN OR BELOW I3 TRANSFER NAILING @ RAKE EAVE IZ ELEVATION OF DIAGONAL BRACES GL#A, GL#B & GL#2 DIAGONAL BRACES @ GL#2 IO ROOF EAVE @ HORIZ. CROSS TIE WOOD FRAMED WALL W/2X4 WOOD STUDS ® 4" MIN THICK CONIC SLAB W/ /4 18" 0/C; USE PT OR FOUNDATION GRADE REBAR 24" 0/0 EACH WAY IN MIDDLE ABU44Z STANDOFF POST BASE W/ 2X4 FOR WALL PLATE; ANCHOR WALL TO OF SAB: PLACE SLAB OVER 6' MIN RFC45XID POST DRILLED RETRORT BOLT _ CONC CURB W/ )4"DIAXI0" AS h SPY1 COMPACTED BASE MATERIAL, PROVIDE ANCHOR TO CONCRETE W/SIMPSON BEARING PLATES (SEE FRAMING PLAN FOR CONTROL JOINTS ® 6'-O" 0/C MAX; SET -XP HIGH STRENGTH EPDXY; AS SPACING REOUIREMENTS IN SHEARWALLS) SLOPE 19 MIN TO OPEN SIDE to 4" MIN THICK LONG SLAB W/ /4 (O 4 REBAR 24" O/C EACH WAY IN MIDDLE e OF SLAB; PLACE SLAB OVER B" MIN COMPACTED BASE MATERIAL; PROVIDE CONTROL JOINTS m 8'-0" O/C MAX; TAPER SLAB BETW SUPPORT 12u SLOPE 17 MIN TO OPEN SIDE PADS (DASHED UNE) W/ 1-/4 RE13AR CONT FULL LENGTH OF PERIMETER FOOTINGS; 24'%24'X120D CONC SUPPORT :,,C - PROVIDE 04 CONT REBAR IN TOP AND W/2 -a4 REBAR EACH WAY IN THE BOTTOM OF PERIMETER FOOTING W/3" BASE C A Y PAO W/ 3" MIN CLEAR MIN SEPARATION TO SOIL TO S 14- RUN P REBAR CONT FUi_ LENGTH ALOIIC EASE OF PAD' AND SLAB TAPER - - I�d PERIMETER FOOTING @ SHEARWALL 4 PERIMETER FOOTING C POSTS d it Golrien Oaks 1175 58th Sfr. SpNng&M OR ARCHITECTVRAL DESIGN & CARPORT 2 CONSVL77NG SERVICES Oran�d6T� a/dowl L'ciCfo7J1 C\J Slt-1I6611� P S-a'�D-013Sc o �A.:mr,d aul IZ 1 5.18.ZOf8