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Home My WebLink AboutPlan, Tentative APPLICANT 5/10/2022W�Q1 on 1. All work shall be in conformance with the applicable local codes and ordinances, and the applicable version of the Oregon Residential Specialty Code (ORSC). 2. Nothing in these plans, nor the absence of information shall be construed to permit work not in compliance with code requirements. The Contractor is responsible for all work to meet full code compliance, whether indicated herein or not. 3. These documents are not, and do not purport to be perfect. It is the Owner's and Contractor's responsibility -prior to the start of construction- to bring to the attention of the Designer perceived or actual discrepancies, errors or inconsistencies discovered in the documents and request additional information, clarification or correction of such items and issues. 4. The drawings illustrate locations, arrangements, dimensions and details to determine the general character of the work. 5. Drawings shall not be scaled, unless authorized by the Designer. Request clarification for any missing dimensions. 6. Drawings of a greater scale take precedence over drawings of a lesser scale. Written dimensions take precedence over drawing scale. 7. Dimensions are to face of stud, top of subfloor and top plate, unless noted otherwise. 8. Dimensions shown on the plans shall be verified by the Contractor, and any discrepancies shall be brought to the attention of the Designer prior to commencing the work. 9. Conflicts discovered in the Drawings, or between the Drawings and the Specifications, and any substantial omissions must be brought to the attention of the Designer for clarification before construction begins. 10. The Drawings do not purport to include complete details of all phases and facets of construction. Details not specifically shown shall be of the same nature as other similar conditions. 11. The Drawings indicate general arrangement and location of such items as conduit, cables, plumbing and electrical fixtures, switches, receptacles, appliances and equipment. The exact locations of these items will be governed by building site and actual building conditions. The Contractor shall make minor adjustments to arrangements or locations shown in order to meet structural or architectural conditions, or because of interference with other work, and at Designer's request, without additional expense to the Owner. The Contractor shall request a walk-through with the Designer to locate all such equipment precisely, prior to construction of portions affected by location of .such items. 13. The Designer shall be consulted for all matters regarding aesthetics, including but not limited to, finishes, colors, textures, proportions, and alignments. 14. A County -approved set of the Construction Documents must be on the job site at all times, as well as a set of the most recent issue of the Construction Documents. 45V ASL POWER POLE SERVICE LINE SITE PLAN 1" = 20'-0" AB ANCHOR BOLT DR DOOR H HIGH O/ OVER STRUCT STRUCTURAL ABV ABOVE DS DOWN SPOUT HB HOSE BIBB OC ON CENTER SUBFLR SUBFLOOR AC ASPHALT COMPOSITION DTL DETAIL HC HOLLOW CORE OD OUTSIDE DIAMETER SUSP SUSPENDED ACP ASPHALT CONCRETE PAVING DWG DRAWING HDR HEADER OFCI OWNER FURNISHED - PROPOSED ACCESSORY DWELLING UNIT AD AREA DRAIN DWR DRAWER HDWD HARDWOOD 1 CONTRACTOR INSTALLED T.PL TOP PLATE ADDL ADDITIONAL INTERIOR BUILDING�� J HDWR HARDWARE OH OVERHANG TD TIGHT DRAIN PIPE ADJ ADJUSTABLE EA EACH HF HEMLOCK FIR OPNG OPENING TEL TELEPHONE AFF ABOVE FINISH FLOOR EJ EXPANSION JOINT HM HOLLOW METAL OPP OPPOSITE TEMP TEMPERED AGG AGGREGATE ELEC ELECTRICAL HORZ, HORIZ HORIZONTAL TG TEMPERED GLASS AIF ASPHALT IMPREGNATED FELT ELEV ELEVATOR HPWH HEAT PUMP WATER P, PNT PAINT THRES THRESHOLD ALT ALTERNATE EQ EQUAL HEATER PART PARTITION THK THICK, THICKNESS ALUM ALUMINUM EQUIP EQUIPMENT HR HANDRAIL, ALSO HOUR PBO PROVIDED BY OWNER TO TOP OF ANOD ANODIZED EX EXHAUST HS HOLLOW STEEL PD PERFORATED DRAIN PIPE TOC TOP OF CONCRETE ASSEM ASSEMBLY EXIST, (E) EXISTING HT HEIGHT PERF PERFORATED, PERFORATIONS TOF TOP OF FOOTING EXP EXPOSED, ALSO EXPOSURE HVAC HEATING, VENTILATION, & PERI PL PERIMETER PLATE TOS TOP OF STEEL BD BOARD EXT EXTERIOR AIR CONDITIONING PL PLATE TOSLB TOP OF SLAB BLDG BUILDING PLAM PLASTIC LAMINATE TOW TOP OF WALL BLK BLOCK F -C FIBER CEMENT IBC INSTALLED BY PWD,PLYWD PLYWOOD TS TUBE STEEL BLKG BLOCKING FBO FURNISHED BY OWNER CONTRACTOR PS PIPE STEEL TYP TYPICAL BM BEAM FD FLOOR DRAIN INC INCANDESCENT PT PRESSURE TREATED, + POINT BO BOTTOM OF FE FIRE EXTINGUISHER INSUL INSULATION, INSULATED PTD PAINTED. UNF UNFINISHED BOS BOTTOM OF STEEL FF FINISH FLOOR, ALSO INT INTERIOR UFO UNIDENTIFIED FLYING OBJE( BOT BOTTOM FINISH FACE (R) RELOCATED UNO UNLESS NOTED OTHERWISE BTR BETTER FFE FINISH FACE ELEVATION JBOX JUNCTION BOX RAD RADIUS FFIN FACTORY FINISH JT JOIST RD ROOF DRAIN VB VAPOR BARRIER CAB CABINET FIXT FIXTURE RE REFERENCE VENT VENTILATION CB CATCH BASIN FLR FLOOR KO KNOCK OUT REF REFRIGERATOR VERT VERTICAL QJ CONTROL JOINT FLSHG FLASHING REQ'D,REQ REQUIRED VIF VERIFY IN FIELD CENTER LINE FND FOUNDATION LAM LAMINATE RF RAFTER CLG CEILING FO FACE OF LF LINEAR FEET RM ROOM W WIDE CLKG CAULKING FOF FACE OF FINISH LIN SHEET LINOLEUM RO ROUGH OPENING W/ WITH CLO CLOSET FOP FACE OF PLYWOOD LT LIGHT RUB RUBBER WD WOOD CLR CLEAR FOS FACE OF STUD, POST, WF WIDE.FLANGE CMU CONCRETE MASONRY UNIT OR COLUMN MAT MATERIAL SC SOLID CORE . WP WATERPROOF CO CLEAN OUT FP FACTORY PAINT MAX MAXIMUM SD SANITARY DRAIN PIPE WO WHERE OCCURS COL COLUMN FR FRONT MB MOISTURE BARRIER SHT SHEET W/O WITHOUT CONC CONCRETE FRMG FRAMING MC MEDICINE CABINET SHTG SHEATHING WR WATER RESISTANT CONN CONNECTION FT FOOT, FEET MECH MECHANICAL SIM SIMILAR WRB WATER RESISTANT BARRIER CONT CONTINUOUS FTG FOOTING MFR MANUFACTURER SLNT SEALANT WT WEIGHT COP COPPER FURR FURRING MIN MINIMUM, ALSO MINUTES SMD SEE MECHANICAL DRAWING(S) CP CEMENT PLASTER MISC MISCELLANEOUS SP SUPPLY & AND CPT CARPET GA GAUGE MO MASONRY OPENING SPEC SPECIFICATION(S) ANGLE CS CONCRETE SLAB GALV GALVANIZED MT, MTD MOUNT, MOUNTED SPF SPRAY FOAM INSULATION CR RK CRUSHED ROCK GC GENERAL CONTRACTOR MTL, MET METAL SQ SQUARE APPROXIMATELY EQUAL GL GLASS MUL MULLION SSD SEE STRUCTURAL @ AT DBL DOUBLE GLB GLU-LAM-BEAM DRAWING(S) 0 DEGREES DET DETAIL GR GUARDRAIL, ALSO GRADE (N) NEW SST STAINLESS STEEL O DIAMETER DF DOUG FIR GSM GALVANIZED SHEET METAL (NA) NOT APPLICABLE STD STANDARD # NOT EQUAL DFL DOUG FIR LARCH GSTL GALVANIZED STEEL NIC NOT IN CONTRACT STL STEEL ± PLUS/MINUS, APPROXIMATE DIA DIAMETER GTF GEO-TEXTILE DRAIN FABRIC NOM NOMINAL STN STAIN # POUND DIM DIMENSION GWB GYPSUM WALL BOARD NTS NOT TO SCALE STOR STORAGE 91 _Y OWNER. Joel A. McClure 1404 Olympic St., Springfield, OR 97477 Email: mcclurejedi1@gmail.com Tel: 541-221-1187 DESIGNER: Casey Koontz S101 Proper Built Inc. A101 3990 Kathryn Ave., Unit B A201 Sprinfield, OR 97478 Email: Casey@proper.built.net Tel: 541-505-9236 STRUCTURAL Carl E. Palmer, PE 55684 Snow Goose Rd ENGINEER. Bend, OR 97707 Email: carlp@threeriversstructural.com Tel: 503-522-0521 GENERAL Proper Built Inc: SYMBOLS 3990 Kathryn Ave., Unit B CONTRACTOR. Sprinfield, OR 97478 Email: brad@properbuilt.net VIEW REFERENCE Tel: 541-505-9236 SECTION 1 SIM 10 CCB#: 237697 PROJECT INFO CODES 2021 OREGON RESIDENTIAL SPECIALTY CODE (2018 INTERNATIONAL RESIDENTIAL CODE WITH OREGON AMENDMENTS) 2021 OREGON ELECTRICAL SPECIALTY CODE (ADOPTS WITH AMENDMENTS NFPA 70, 2020) 2019 OREGON FIRE CODE (2018 IFC WITH OREGON AMENDMENTS) 2019 OREGON MECHANICAL SPECIALTY CODE (2018 IMC WITH OREGON AMENDMENTS) 2017 OREGON PLUMBING SPECIALTY CODE (2015 UPC WITH OREGON AMENDMENTS) ENERGY COMPLIANCE sr -o° - THE BUILDING SHALL MEET MINIMUM ENERGY SITE PLAN S101 PRESCRIPTIVE PATH NUMBER ONE, AS PER CURRENT A101 OREGON ENERGY CODE A201 ENERGY CODES: WINDOWS U= 0.27 MAX DOORS -OTHER THAN MAIN ENTRY U= 0.20 MAX WALL INSULATION R-21 MIN. UNDER FLOOR INSULATION R-30 MIN. CONDITIONED FLOOR SLAB INSULATION R-10 MIN. CONDITIONED FLOOR SLAB PERIMETER R-15 MIN. .FLAT CEILING INSULATION R-49 MIN. VAULTED CEILING INSULATION R-38 MIN. SYMBOLS THESE ARE MINIMUM NSULAT ONEVEL . WHERE L S E SPECIFIED, PROVIDE HIGHER LEVELS AS NOTED VIEW REFERENCE SECTION 1 SIM 10 PROJECT DESCRIPTION SHEET REFERENCE PROPOSED ACCESSORY DWELLING UNIT VIEW REFERENCE CONSTRUCTION TYPE: V -B 1 1 ELEVATION 1 A101 1 1 A101 1 1 1 SHEET REFERENCE ( INTERIOR BUILDING�� J DETAIL SHEET SIM REFERENCE DETAIL - - A101 r— •JJ , __ DATUM POINT, ALSO HEIGHT POINT KEYED NOTES `„1 DOOR TAG ° WINDOW TAG 1i SHEET INDEX C101 SITE PLAN S101 STRUCTURAL PLANS A101 FLOOR PLAN, ELEVATIONS A201 SECTIONS WALL ASSEMBLY TAG 1i SEE SEPARATE PACKET FOR DETAILS & ROOM TAG Room Name STRUCTURAL CALCULATIONS 150 SF REVISION DELTA Date Received 2022 doral Subvfl tai 0 d; 0 N N 0 N LO 0 N 0 201 r 2 3 1 2 3* �A `�20 �A2 1 7F 3 201 2x4 OUTRIGGERS ROOF OUTLINE ON EDGE @ 48", TYP. N 4t LL X LLJ 1/411 = 11-011 1/411 11-011 R-21 ROCKWOOL BATT INSUL. STRUCTURAL NOTES 3990 KATHRYN AVE., UNIT B 1. REFER TO ARCHITECTURAL DRAWINGS FOR EMAIL: casey@properbuilt.net DIMENSIONS NOT NOTED ON STUCTURAL DRAWINGS. 2. CENTER FOOTING PADS ON POSTS AND CENTER CONTINUOUS FOOTINGS ON WALLS UNLESS NOTED SIMPSON PLATE WASHER OTHERWISE. n 3. ELEVATIONS ARE BASED ON THE TOPOGRAPHIC ❑ ELEVATIONS. 2 x 6 P.T. MUDSILL 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS/ELEVATIONS PRIOR TO FABRICATING i' ANY MATERIALS OR BEGINNWG CONSTRUCTION. 5. PROVIDE FULL BEARING TO FOUNDATIONS FOR ALL 2x4 OUTRIGGERS POSTS SHOWN ON THE PLAN. ON EDGE @ 48", TYP. x < @ GABLE END 6. MIN. BEAMS, HEADERS, JOISTS OR RAFTERS: DOUGLAS w FIR - LARCH (NORTH) "DF-L(N)", U.N.O. < c)) r-, W N o STRUCTURAL SYMBOLS LEGEND LEGEND SEALANT @ INT. &, EXT. N 4t LL X LLJ 1/411 = 11-011 1/411 11-011 R-21 ROCKWOOL BATT INSUL. 1\ GRID) 3990 KATHRYN AVE., UNIT B STEM WALL OR GRADE BEAM EMAIL: casey@properbuilt.net 1/2" ANCHOR BOLT ROOF TRUSS BEAM OR HEADER (SEE SCHEDULE) SIMPSON PLATE WASHER RIM JOIST, BLOCKING, ETC, n JOIST HANGER ❑ COLUMN / POST ABOVE 2 x 6 P.T. MUDSILL COLUMN / POST HOLD-DOWN HARDWARE i' ROOF PER -p 0 Lo x < ASSEMBLIES SILL SEAL w (jo O_ C\J < c)) r-, W WALL ASSEMBLY PER -.Qr- 4-) 49t _ U) Lr) LEGEND SEALANT @ INT. &, EXT. 1 c�,, - 4-J a) 0 Lr) ry Lo (\I o _c_- "ASSEMBLIES LEGEND" C\j CL D FRY REGLET DRMF-625-75 w _j W F -C LAP SIDING - SMOOTH UQ0U- VERT #4 BAR W/ 7" w < t w NZ 0 W z x ALTERNATING HOOK @ 30" O.C. 0 < PROJECT NO: 21-1014 1/2" ZIP SHEATHING MAY 2022 STrMWALL PHILIP REVISIONS: A# DESCRIPTION DATE PRO.SOCO JOINT + SEAM FLASHING JOINT SEALANT - CONC. STEMWALL NOMAFLEX - EXPANSION JOINT MIN. 1/4:12 SLOPE WATERPROOFING MEMBRANE BIC INSUL PER TO. SLAB FILLER GRADE DRAINAGE BOARD ASSEMBLIES LEGEND r............. 4" CONC. SLAB AS PER 91 7777 ps JOINT FILLER @ WALL -FOOTING ry .,w FOUNDATION PLAN 3. INTERSECTION (IF POURED SEPARATELY) MIN 10 -MIL POLYETHYLENE . ......... ... ...... .... . (2) #4 GRADE 60 CONT. AT STRIP T .0. PLAZ VAPOR BARRIER, JOINTS TAPED FOOTING. 24" LAP SPLICE R-15 RIGID INSULATION R DRAIN ROCK WRAPPED W/ H2.5A CLIP, TRUSS TO 00. GEO-TEXTILE FABRIC, TYP. TOP PLATE, EACH TRUSS STRUCTURAL FILL IT Z_v RIGID 4" 0 ABS PERF. PIPE, .. .. .. .... . . . . ....... ........... ........... . ................... SLOPED. WRAP W/ ............. ............ ............ ............ . ................... ................ ............... ................... GEOTEXTILE FABRIC .......... L. -FIRM, UNDISTURBED, COMPETENT - SOIL ................ FOUNDATION DETAIL, TYPICAL EAVE DETAIL, TYPICAL 11/211 11-011 11/211 11-011 GRID ASPHALT SHINGLES ROOFING INSULATION BAFFLE TRUSS BLOCKING - VENTED WHER OCCURS 1 x TRIM F -C LAP SIDING - SMOOTH 1/2" ZIP SHEATHING R-21 FIBERGLASS BATT INSULATION WALL PER ASSEMBLIES LEGEND 112" ZIP SHEATHING SANDED, APPEARANCE GRADE PLYWOOD AT SOFFIT, TYP. METAL DRIP FLASHING GSM GUTTER 2 x 8 FASCIA BOARD PROPER BUILT DESIGN + BUILD DESIGNER: CASEY KOONTZ EDGE OF FOOTING 3990 KATHRYN AVE., UNIT B STEM WALL OR GRADE BEAM EMAIL: casey@properbuilt.net FLOOR OR CEILING JOIST, RAFTER ROOF TRUSS BEAM OR HEADER (SEE SCHEDULE) RIM JOIST, BLOCKING, ETC, n JOIST HANGER ❑ COLUMN / POST ABOVE COLUMN / POST HOLD-DOWN HARDWARE PROPER BUILT DESIGN + BUILD DESIGNER: CASEY KOONTZ ADDRESS: 3990 KATHRYN AVE., UNIT B SPRINGFIELD, OR 97478 EMAIL: casey@properbuilt.net PHONE: 541-505-9236 0) 0 V I`-1 I 0 i' + ce -p 0 Lo x < ® cM w (jo O_ C\J < c)) r-, W 0 Z -.Qr- 4-) 49t _ U) Lr) LJJ ,) W1- .0 w W 1 c�,, - 4-J a) 0 Lr) ry Lo (\I o _c_- C\j CL PERMIT APP SET �STRUCTURA i PLANS Lo N 6i 0 0 0) 0 I 0 x < ® i w < LJJ ,) W1- .0 w W _j Q C) 1Lo4) ry D 111) 0 C) P)l D - U w _j W 0 UQ0U- 0 w < t w NZ 0 W z x 0 CL U) 0 < PROJECT NO: 21-1014 ISSUE DATE: 02 MAY 2022 DRAWN BY: PHILIP REVISIONS: A# DESCRIPTION DATE PERMIT APP SET �STRUCTURA i PLANS Lo N 6i SYMBOLS LEGEND NEW CONSTRUCTION EXISTING CONSTRUCTION DEMOLISHED AREAS 3 A101 A "IA2051 B 1 201 LLLY/"l 1 IIJIV - VV I - 0 /4\ A101 FLOOR PLAN PROPOSED - GROUND 1 t/411= 11_0" C 201 B 201 A i Nle 6„ ill _..: L FLOOR PLAN GENERAL NOTES 1. REFER TO SEPARATE 8.5X11" MANUAL FOR CALCULATIONS, AND CODE REQUIREMENTS NOT NOTED ON THIS SHEET. 2. GRID LINES AND DIMENSIONS ARE TO FACE OF CONCRETE OR FACE OF STUDS U.N.O. PROPER BUILT 3. CENTER DOORS AND WINDOWS IN ROOMS, CORRIDORS AND CLOSET OPENINGS, U.N.O. DESIGN BUILT� 4. ALL DOORS SPACED 6 MIN FROM WALL CORNERS TO FACE OF JAMBS WHENEVER POSSIBLE, U.N.O. 5. ALL DOOR AND WINDOW SIZES NOTED IN SCHEDULE. DESIGNER: CASEY KOONTZ 6. ALL CHANGES IN FLOORING MATERIALS SHALL OCCUR AT MIDPOINT ADDRESS: UNDER DOORS, ORAS NOTED ON PLANS. 3990 KATHRYN AVE., UNIT B 7. PROVIDE ALL COAT CLOSETS W/ SHELF AND POLE, U.N.O. SUPPORTS SPRINGFIELD, OR 97478 @ 48" OC MAX. EMAIL: casey@properbuilt.net 8. ALL WALLS AS NOTED ON PLANS AND WALL ASSEMBLIES LEGEND. PHONE: 541-505-9236 MECHANICAL ROOMS AND BATHS SHALL BE SOUND INSULATED. 9. REFER TO WINDOW AND DOOR SCHEDULES FOR TEMPERED AND EGRESS DOOR AND WINDOW LOCATIONS. 10. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 1) IN EACH SLEEPING ROOM. 2) OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS O KEYNOTES (THIS SHEET) >- + ry E-- • 0 6" T&GLO CEDAR SIDING •� _ cy) rn Q cy) r3 •7 - 1/4.. = 1,_0.. �� 1/4.. = 1,_0.. �� EI CX I A TIrNK 1 A Ir11']Tl t nnnnnc►rr� �✓ 1/4" = 11-0 1I W �a Ma L_ WM X Z (V aN z z 0 LLJ = N 0 D} WINDOW SCHEDULE DOOR SCHEDULE MARK MARK NOMINAL SIZE DESCRIPTION COMMENTS COUNT WIDTH HEIGHT Exterior 2 02 4'- 0" 3'- 0" ' HUNG - SINGLE 01 31- 0" 7' - 0" SWING - HALF -LIT F 1 Interior -61- 0" 11- 6" FIXED 1 TOTAL: 5 02 3' - 0" 61-811 SWING - S/C 1 03 31-011 6' - 8" SWING - S/C 1 04 21-811 61-811 SWING - S/C 1 05 60-011 61-811 SLIDER 1 TOTAL: 5 J AT 6' OC W �a Ma L_ WM X Z (V aN z z 0 LLJ = N 0 D} WINDOW SCHEDULE �� MARK WIDTH I HEIGHT DESCRIPTION COMMENTS COUNT 4 � O Lb .� c 01 5' - 0" 41- 0" SLIDER 2 02 4'- 0" 3'- 0" ' HUNG - SINGLE - 1 03 2'- 0" 2'- 0" AWNING - SINGLE 1 04 -61- 0" 11- 6" FIXED 1 TOTAL: 5 PANEL NAILINGFOUNDATION W �a Ma L_ WM X Z (V aN z z 0 LLJ = N 0 D} z �� APA RATED o —� 4 � O Lb .� c O :+-' N - PT SILL PLATE m U ttit WALL W �a Ma L_ WM X Z (V aN z z 0 LLJ = N 0 D} SHEAR WALL SCHEDULE APA RATED F O VYOC?€ PT SILL PLATE FRAMING M WALL STRUCTURAL 1 CONNECTION TO C�i TYPE PANEL NAILINGFOUNDATION O AT ADJOINING SHEATHING �OSB> SOLE PLATE TO PT SILL PANEL EDGES S;f11 O PLATE CONNECTION `x SILL PLATE WITH 112" DIA ANCHOR A.T i J AT 6' OC 30" OC NOTES: 1. SILL ANCHORS SHALL BE GALVANIZED ASTPA F1554 GRADE ;36 AND SHALL HAVE D.139" DiA x 3" Q PROVIDE GALVANIZED NAILS AND SCREWS INTO ALL PRESERVATIVE TREATED w 9< 1— AT6°OC FRAMING MEMBER. I � ARE NOT PERMITTED. 5. � 6. PENETRATIONS IN THE WALL SHEATHING GREATER THAN 4:` IN DIMENSION (AN A ;�a"x3"x3" AL1/ANfZEC� ACCEPTABLE UNLESS SPECIFICALLY APPROVED BY TIHE.ENGINEER OF RECORD. `J IvIEIv1BERS. TO EACH CONNECTING Lu i ' W _ 1- i U U tN Lo OR UNL3ERDRIVEN NAILS DU�C� J w O Y DIRECTION) ARE 1VC3T J U J w O PENETRATIONS LESS AND EDGE NAILED. t ` V Q O C� (� Q w 7w z x ) r- (n I O I— PROJECT NO: 21-1014 ISSUE DATE: 02 MAY 2022 DRAWN BY: PHILIP REVISIONS: ® DESCRIPTION DATE PERMIT APP SET FLOOR PLAN, ELEVATIONS M N 0) N N 0 A 10 CV N SHEAR WALL SCHEDULE APA RATED VYOC?€ PT SILL PLATE FRAMING WALL STRUCTURAL PANEL EDGE CONNECTION TO THICKNESS TYPE PANEL NAILINGFOUNDATION AT ADJOINING SHEATHING �OSB> PANEL EDGES S;f11 7116 0.113" DIA x 2-112" `x SILL PLATE WITH 112" DIA ANCHOR A.T 2x AT 6' OC 30" OC NOTES: 1. SILL ANCHORS SHALL BE GALVANIZED ASTPA F1554 GRADE ;36 AND SHALL HAVE PLATE WASHER BETWEEN THE SILL PLATE AND THE NUT, 2. PROVIDE GALVANIZED NAILS AND SCREWS INTO ALL PRESERVATIVE TREATED 1 ALL SHEAR WALL PANEL NAILS SHALL HAVE A MINIMUM 1-1/2" PENETRATION INTO FRAMING MEMBER. 4. MAIL HEADS SHALL BE DRIVEN FLUSH WITH THE FACE OF PANEL. OVERDRIVEN ARE NOT PERMITTED. 5. NAILS SHALL BE LOCATED AT LEAST 3/8' FROM PANEL EDGES, 6. PENETRATIONS IN THE WALL SHEATHING GREATER THAN 4:` IN DIMENSION (AN ACCEPTABLE UNLESS SPECIFICALLY APPROVED BY TIHE.ENGINEER OF RECORD. THAN 4" IN DIMENSION SHALL BE BLOCKED ABOVE ANI? BELOW (STUD -TO -STUD) PERMIT APP SET FLOOR PLAN, ELEVATIONS M N 0) N N 0 A 10 CV N T.O. PLATE 8'-6° T.O. STEMWALL 1'-0" T.O. SLAB — F_ - J J ��ECTION - _E/�Wl -PROPOSED 1/411 = 11-011 rik T.O. PLATE 6- r�k T.O. s-r1EMWALL 111�� 1'-0" T.O. SLAB 111p 0 7 io 2 3 SECTION - E/W 21 -_PROPOSED 1/411 11-011 A Z2 B T.O. PLATE 8( (��_ — T.O. STEMWALL _f _-o - __ L T.O. SLAB oil J L z`• SECTION - N/S 1 - PROPOSED 1/411 = 11-011 FLOOR & ROOF ASSEMBLIES 4" CONCRETE, LOW WATER MIX, W/ WELDED WIRE MESH WALL ASSEMBLIES A Z2 B rj T.O. PLATE lip 8y - 611 Ah T.0 STEMWALL r-oll L T.O. SLAB Oil /�'SECTION - N/S2 -PROPOSED 1/411 = 11-011 201 c PRE -MANUFACTURED SCISSOR TRUSESS PROPER BUILT =14z� DESIGN. + BUILD DESIGNER: CASEY KOONTZ'-'— ADDRESS: 3990 KATHRYN AVE., UNIT B SPRINGFIELD, OR 97478 EMAIL: casey@properbuilt.net PHONE: 541-505-9236 0 3: U CL i- + j 0 > 0 Q Lo D < 4- Q_ C\j 0) U) .z �, Lo 4- +5 _j 0 Lr) a) Lo 0 C_ OD u (\]N n Of L1j CL < Lij ch I. -X Z & Naz Z 0 LLI LLj SIS ASPHALT SHINGLES ROOFING OVER REQ'D UNDERLAYMENT 1/2" ZIP SHEATHING TRUSS TOP CHORD F -C LAP SIDING - SMOOTH, LOOSE FILL CELLULOSE OR FIBERGLASS @ ATTIC y. FLOOR 2X4 STUDS . . . . . . . . . . . TRUSS BOTTOM CHORD ELEVATIONS 5/8" GYPSUM BOARD ROOF - TYPICAL O INSULATED: R-38 @ VAULTED CEILINGS A Z2 B rj T.O. PLATE lip 8y - 611 Ah T.0 STEMWALL r-oll L T.O. SLAB Oil /�'SECTION - N/S2 -PROPOSED 1/411 = 11-011 201 c PRE -MANUFACTURED SCISSOR TRUSESS PROPER BUILT =14z� DESIGN. + BUILD DESIGNER: CASEY KOONTZ'-'— ADDRESS: 3990 KATHRYN AVE., UNIT B SPRINGFIELD, OR 97478 EMAIL: casey@properbuilt.net PHONE: 541-505-9236 0 3: U CL i- + j 0 > 0 Q Lo D < 4- Q_ C\j 0) U) .z �, Lo 4- +5 _j 0 Lr) a) Lo 0 C_ OD u (\]N n Of L1j CL < Lij ch I. -X Z & Naz Z 0 LLI LLj SIS 0 0 5/8" GYP BD F -C LAP SIDING - SMOOTH, 0 WIDTHS AS SHOWN ON 2X4 STUDS 0 ELEVATIONS @ 16" OC 1/2" ZIP SHTG, TAPED AS x < 5/8" GYP BD - MOIST. RESIST. W AIR BARRIER, NAIL PER ry GYP BOARD @ BATH Lij w F- SHEARWALL SCHEDULE Lo w 5 U) a (\I D C) Q W ROCKWOOL SAFE N U R ROCKWOOL COMFORTBATT u SOUND INSULATION W < INSULATION It w 0 z x 0 "t 2X6 STUDS @ 16" OC < PROJECT NO: 21-1014 ISSUE DATE: 02 MAY 5/8" GYPSUM BOARD - MOIST. DRAWN BY: PHILIP REVISIONS: RESIST. GYP BOARD @ BATH DATE EXTERIOR - LAP SIDING p INTERIOR - TYPICAL INSULATED: R-21 FIRE + SOUND INSULATED A Z2 B rj T.O. PLATE lip 8y - 611 Ah T.0 STEMWALL r-oll L T.O. SLAB Oil /�'SECTION - N/S2 -PROPOSED 1/411 = 11-011 201 c PRE -MANUFACTURED SCISSOR TRUSESS PROPER BUILT =14z� DESIGN. + BUILD DESIGNER: CASEY KOONTZ'-'— ADDRESS: 3990 KATHRYN AVE., UNIT B SPRINGFIELD, OR 97478 EMAIL: casey@properbuilt.net PHONE: 541-505-9236 0 3: U CL i- + j 0 > 0 Q Lo D < 4- Q_ C\j 0) U) .z �, Lo 4- +5 _j 0 Lr) a) Lo 0 C_ OD u (\]N n Of L1j CL < Lij ch I. -X Z & Naz Z 0 LLI LLj SIS PERMIT APP SET I I I SECTIONS Lo N 6i IN (NJ 0 c"m A 2 01 ul 0 0 0 0 x < W < ry Lij w F- Lo w 5 U) a (\I D C) Q W o U u 0 0Z W < U It w 0 z x 0 "t < PROJECT NO: 21-1014 ISSUE DATE: 02 MAY 2022 DRAWN BY: PHILIP REVISIONS: A# DESCRIPTION DATE PERMIT APP SET I I I SECTIONS Lo N 6i IN (NJ 0 c"m A 2 01 ul