Loading...
HomeMy WebLinkAboutB16-0915 056-170-058i ------------------------------486.04---------------------------- EXSISTING SHOP CAL FIRE APPROVED DRIVEWAY 10 PER CONVERSATION WITH AMERIGAS: TANK WILL BE 250 GALLON W/ MIN. SETBACK FROM HOUSE OF 10' SPECIFICATIONS OF THE PROPANE TANK HOW 16'-0" TANK SHALL BE ANCHORED TO RESIST SEISMIC FORCES AND ANCHORAGE DETAILS SHALL BE PROVIDED TO THE BUILDING DEPARTMENT AND APPROVED PRIOR TO INSTALLATION. TO BE CAL FIRE COMPLIANT TURNAROUND (NOT LESS THAN 40' IN DIAMETER) PROPOSED LOG HOME EXSISTING puuuuuu.uuuuu■u■■■ o.uuuuuuu SHEDSLOPE--------- _._._._._._.-.-.-.-.-- �Q' I--�� ■ i MIN. 10'-0" 1 A, ■ -may' -� ,'-------'�,'"•=-- --- r �''' EXSISTING WATER=fir------------! 1) STORAGETANK PROPANE TANK CAL FIRE APPROVED �_ i'-- -- --— — — — ■�— ! a EXSISTING I F ------------------y- 11 WELLSLOPE 104'4] ■il S N ■ I I i' SEPTIC TANK ■;I i DISTRIBTION �I. Box 11� 111111 ;i5' 111111 111111 � ;;: Illllk 111111 0 111111 111111 � i � BACK-UP 1 1 1 1 0 l LEACH FIELD I I I I I 1 1 1 1 1 1 �' 111111 111111 co SEPTIC IIIIII 111111 X ■ i• LEACH LINES I I I I I I W 11�jj IIIIII uuu Uuu ■........................................................ EXISTING DIRT RD. 1 I a I EROSION CONTROL NOTE: N 1 WATTLES PER EROSION THE ROAD BASE IS UNDER "DRIVEWAY STANDARDS" SECTION 1273.01 - 05 CONTROL PLAN: OF THE FIRE CODE. THE SECTION REGARDING DRIVEWAY SURFACE, 1273.02, CREATED BY RAR CIVIL ENGINEERS STATES "THE SURFACE SHALL PROVIDE UNOBSTRUCTED ACCESS TO I DATED JUNE 2016 JOB#16068 CONVENTIONAL DRIVE VEHICLES, INCLUDING SEDANS AND FIRE ENGINES. 1 SURFACES SHOULD BE ESTABLISHED IN CONFORMANCE WITH LOCAL (lE) 10, ORDINANCES, AND BE CAPABLE OF SUPPORTING A 40,000 POUND LOAD. o. 4" OF CLASS 2 AGGREGATE BASE SHALL BE REQUIRED FOR ALL DRIVEWAYS, I TURNOUTS AND TURNAROUNDS." ALL OTHER FIRE CODE SECTIONS WHICH INCLUDE EXISTING GRADES, RADIUS OF TURNAROUNDS AND RADIUS OF TURNS 1 ALL OF WHICH HAVE BEEN ALREADY APPROVED DURING FIRE OFFICIAL'S i INITIAL INSPECTION. I i s EXISTING POWER POLE 409.57' 1 1 I 1 I 1 I I 1 I I 1 I I I I 1 1 M 1 � 1 O It d• 1 1 I 1 I 1 I RECEIVED I' ES VICINITY MAP N.T.S. GENERAL INFORMATION: APPLICABLE CODE CYCLE: OCCUPANCY GROUP: R -3/U 2013 CBC TYPE OF CONSTRUTION: 9" ROUND LOG HOME 2013 CRC STRUCTURE IN WUI AREA: YES 2013 CME SPRINKLERS REQUIRED: YES 2013 CPC NUMBER OF STORIES: 2 2013 CEC BUILDING HEIGHT: 23'-9 1/4" LIVABLE SPACE: 2238 SQ. FT. GROUND SNOW LOAD: 75 PSF WIND SPEED: 110 MPH (VULT), 3 -SEC GUSTS, EXPOSURE B SIESMIC DESIGN CATEGORY: D NOTE: 1. SCOPE OF WORK: NEW RESIDENCE ON 5.03 ACRES 3 BEDROOMS - 2 BATHS (APN # 056-170-058 ) 2. FIRST FLOOR LIVABLE AREA 1500 SQ. FT. SECOND FLOOR LIVABLE AREA 738 SQ. FT. Bum COUNTY TOTAL NEW LIVABLE SQ. FT. 2238 SQ. FT. JUL 14 2016 DECK AREA: 1695 SQ. FT. DEVELOPMENT BALCONY AREA: 241 SQ. FT. SERVICES I(� CONTENTS: CS — COVER SHEET/ PLOT PLAN ALL BUILDINGS, FOR WHICH A PERMIT IS ISSUED ON OR AFTER SEPTEMBER 1, 1991, Al - ARCHITECTURAL NOTES LEGEND SHALL HAVE A PERMANENTLY POSTED ADDRESS INSTALLED AT THE BEGINNING OF A2 - 1ST FLOOR PLAN (� CONSTRUCTION IN ACCORDANCE WITH THE FOLLOWING: A3 - 2ND FLOOR P LAN PeRrelr BUTTE COUNTY DEVELOPMENT SERVICES A. SHALL BE PHYSICALLY INSTALLED ON THE BUILDING, ---- PROPERTY UNE B. AT THE INTERSECTION OF THE ROAD AND DRIVEWAY ENTRANCE SERVING THEREVIEWED FOR BUILDING OR BE VISIBLE FROM THE ROAD; ---------- BU/LD/NG SE7HACK LINE A4 - ELEVATIONS nCODE COMPLIANCE � �r C. SHALL BE VISIBLE AND LEGIBLE FOR A MINIMUM OF ONE HUNDRED FEET FROM A5 - ELEVATIONS DALE BOTH DIRECTIONS OF TRAVEL ALONG THE ROAD; O BOUNDARY MARKERS D. SHALL BE ON A SINGLE POST WHERE MULTIPLE ADDRESSES ARE FOR A SINGLE A6 - SECTIONS E.DSHIALL BE POSTED AT INTERSECTIONS OF ROADS AND/OR DRIVEWAYS TO CLEARLY WA7ER VALvr- Box A7 - ARCHITECTURAL DETAILS INDICATE THE DITO THE STRUCTURE F. ALL SIGNS REQUIRED ED BYN THIS CHAPTER SHALLSERVED. o----- SEWER LINE El - 1 ST FLOOR ELECTRICAL 1. HAVE MINIMUM FOUR -INCH LETTER/NUMBER HEIGHT, ONE-HALF INCH STROKE; UNDERGROUND WAIERUNE E2 - 2ND FLOOR ELECTRICAL 2. BEREFLECTORIZED; �W} '—'-'— 3. HAVE LETTER/NUMBER COLOR CONTRASTING WITH THE BACKGROUND COLOR; S 1-- -STRUCTURAL NOTES 4. BE OF A FIRE -RETARDANT MATERIAL MOUNTED ON A FIRE -RETARDANT POST; ! — — ELEC7R/CAL LINE 5. SIGNS SHALL COMPLY WITH THE CURRENT ADOPTED EDITION OF THE S2 - FOUNDATION PLAN REVIEWED CALIFORNIA FIRE CODE. o-• PROPANELINE S3 — 1ST FLOOR FRAMING FOR CODE COMPLIANCE ROPAN PROPANE TANK S4 — 2ND FLOOR FRAMING JUL 2 Z 2016 DISCLAIMER: COVER SHEET /PLOT PLAN IS DESIGNED S5 - ROOF FRAMING FOR GENERAL LOCATION OF PROPERTY & FEATURES ON IT. SUw R SEWER HOOK UP ziB AND ASSOCIATES NOT TO BE USED FOR A GRADING PLAN OR ANY CHANGE TO SITE. S6 - STRUCTURAL DETAILS THIS DOCUMENT IS A GRAPHIC ILLUSTRATION ON THE GENERAL POSITION OF PROPOSED WORK AND SHOULD NOT BE SCALED OR USED TO BUILD FROM. PDF created with pdfFactory Pro trial version www.pdffactory.com I_ PREPARED BY S0 R(eirTaL United States & Canada MANUFACTURING ADDRESS: 3650 MORROW LANE CHICO, CALIFORNIA 95928 SIERRA LOG HOMES WEB ADDRESS: www.sierraloghomes.com PH: 530-899-0680 FAX: 530-899-0688 EMAIL ADDRESS: Larry@sierral og homes.com COPYRIGHT 2010 SIERRA LOG HOMES ALL RIGHTS RESERVED. NO DRAWINGS OR BUILDING FROM THESE DRAWINGS MAY BE REPRODUCED WITHOUT DIRECT PERMISSION FROM SIERRA DESIGN GROUP ENGINEERED BY BS LH.I Fmm C. STRUCTURAL ENGINEERING CONSTRUCTION CONSULTING EXPERT TESTIMONY BARRY LEE HOUSEAL 33 Sarteano Dr. (949) 715-3700 Newport Coast, CA. 92657 (949) 715-3800 fax PLANS PREPARED BY �.� ii � ■ 0 1�IIR► PROJECT INFORMATION ADAMS RESIDENCE: Current Address: CLINT ADAMS 57 ZONALEA LANE CHEROKEE; CA. 95965 (530)321-1607 Job Site Address: APN #056-170-058 VINCENT LANE COHASSET, CA. 95973 BUTTE COUNTY Ph: 530-538-7601 Fax: 530-538-2140 DRAWING NOTES/REVISIONS 03/21/16 - DESIGN CONCEPT 03/25/16 - PRE -ENGINEERING 04/14/16 - SUBMITTAL 07/07/16 - PLAN CHECK LOG SPECIFICATIONS 9 IN. LOG 8" (V (STACK HEIGHT) 09 -I'-4 t 2 1/2" (OFFSET) F 61/2" DATE SCALE 03/21/16 1" =30'-0" SHEET TITLE COVER SHEET SHEET NUMBER C "'ll 11711- .�, ARCHITECTURAL NOTES: DISCLAIMER: NO LIABILITY IS ASSUMED FOR THE ACCURACY OF THE DATA SUPPLIED HEREIN WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THESE PLANS TO AVOID MISTAKES, WE CANNOT GUARANTEE AGAINST HUMAN ERROR. THE CONTRACTOR MUST CHECK ALL DIMENSIONS, QUANTITIES AND ELEVATIONS BEFORE COMMENCING AND BE RESPONSIBLE FOR SAME. DUE TO THE DIFFERING PRACTICES OF CONTRACTORS, VARIATIONS IN CLIMATIC CONDITIONS, VARIATIONS IN HARDWARE REQUIREMENTS AND VARIOUS LOCAL BUILDING AND AGENCY CODES, SOME MATERIAL AND CONSTRUCTION METHODS HAVE BEEN LEFT TO THE BUILDER. ALL FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, REGULATIONS, ETC. SHALL BE CONSIDERED AS PART OF SPECIFICATIONS FOR THIS BUILDING AND SHALL TAKE PREFERENCE OVER ANYTHING SHOWN, DESCRIBED OR IMPLIED WHERE SAME ARE AT VARIANCE, THESE PLANS ARE PROVIDED WITHOUT WARRANTY OF ANY KIND, EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION, ANY WARRANTIES OF MERCHANT ABILITY AND/OR FITNESS ``FOR A PARTICULAR PURPOSE. THE DRAFTSMAN SHALL NOT BE LIABLE FOR ANY DAMAGES, WHETHER DIRECT, INDIRECT, SPECIAL OR CONSEQUENTIAL ARISING FROM A FAILURE OF THE DESIGN. THE AUTHOR SHALL NOT BE LIABLE FOR ANY DAMAGE TO PERSON OR PROPERTY THAT MAY BE CAUSED, DIRECTLY OR INDIRECTLY, BY THESE PLANS. IN NO EVENT SHALL THE AUTHOR BE LIABLE TO YOU FOR ANY DAMAGES, INCLUDING LOST PROFITS, LOST SAVINGS OR OTHER INCIDENTAL OR CONSEQUENTIAL DAMAGES ARISING OUT OF YOUR USE OR INABILITY TO USE THESE PLANS, OR FOR ANY CLAIM BY ANY OTHER PARTY. CTHESEA:::::O COMPLY WITH 2013 EDITIONS OF THE INTERNATIONAL BUILDING, MAL, UNIFORM PLUMBING AND INTERNATIONAL FIRE CODES AND THE 2013 FIONAL ELECTRICAL CODE, AS AMENDED IN THE 2013 CALIFORNIA RILDING, RESIDENTIAL, ELECTRICAL, MECHANICAL, PLUMBING, FIRE, GILDING STANDARDS & ICC 400- 2012 STANDARD ON THE DESIGN AND COG STRUCTURES. AMENDMENTS BY STATE OF CALIFORNIA & LOCAL TIAPPLICABLE TO THIS PROJECT. THIS STATEMENT APPLIES TO ALL T WILDLIFIRE EXPOSURE AREAS PLANS TO COMPLY WITH CBC CODES 7AMATERIALS & CONSTRUCTION METHODS OF EXTERIOR WILDFIRE EXPOSURE WHEN IN THESE AREAS. GLAZING: GLAZING IN THE FOLLOWING LOCATIONS SHOULD BE OF SAFETY GLAZING MATERIAL IN: NOTE: THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH THE ENERGY CALCULATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING: REQUIRES SAFETY GLAZING: PER CRC 308.4 1. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS. 2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 -INCH (610 MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524 MM) ABOVE THE FLOOR OR WALKING SURFACE. 3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 3.1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET (0.836 M2); AND 3.2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR; AND 3.3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914 MM) ABOVE THE FLOOR; AND 3.4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. 4. ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL INFILL PANELS. 5. GLAZING IN ENCLOSURES FOR OR WALLS FACING HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACEt EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES (1524 MM), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE; FROM THE WATERS EDGE OF A HOT TUB, WHIRLPOOL OR BATHTUB. 6. GLAZING IN WALLS AND FENCES ADJACENT TO INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 7. GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 8. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. CRC 303.1 1. THE GLAZED AREAS NEED NOT BE OPENABLE WHERE THE OPENING IS NOT REQUIRED BY SECTION R310 AND AN APPROVED MECHANICAL VENTILATION SYSTEM CAPABLE OF PRODUCING 0.35 AIR CHANGE PER HOUR IN THE ROOM IS INSTALLED OR A WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM IS INSTALLED CAPABLE OF SUPPLYING OUTDOOR VENTILATION AIR OF 15 CUBIC FEET PER MINUTE (CFM) (78 LIS) PER OCCUPANT COMPUTED ON THE BASIS OF TWO OCCUPANTS FOR THE FIRST BEDROOM AND ONE OCCUPANT FOR EACH ADDITIONAL BEDROOM. 2. THE GLAZED AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION 1 ABOVE IS SATISFIEDAND ARTIFICIAL LIGHT IS PROVIDED CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 FOOTCANDLES (65 LUX) OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES(762 MM) ABOVE THE FLOOR LEVEL. 3. USE OF UNROOM ADDITIONS AND PATIO COVERS, AS DEFINED IN SECTION R202, SHALL BE PERMITTED FOR NATURAL VENTILATION IF IN EXCESS OF 40 PERCENT OF THE EXTERIOR SUNROOM WALLS ARE OPEN, OR ARE ENCLOSED ONLY BY INSECT SCREENING. 4. THE WINDOWS, DOORS, LOUVERS AND OTHER APPROVED CLOSEABLE OPENINGS NOT REQUIRED BY SECTION R310 MAY OPEN INTO A PASSIVE SOLAR ENERGY COLLECTOR FOR VENTILATION REQUIRED BY THIS SECTION. THE AREA OF VENTILATION OPENINGS TO THE OUTSIDE OF THE PASSIVE SOLAR ENERGY COLLECTOR SHALL BE INCREASED TO COMPENSATE FOR THE OPENINGS REQUIRED BY THE INTERIOR SPACE. 5. GLAZED OPENINGS MAY OPEN INTO A PASSIVE SOLAR ENERGY COLLECTOR PROVIDED THE AREA OF EXTERIOR GLAZED OPENING(S) INTO THE PASSIVE SOLAR ENERGY COLLECTOR IS INCREASED TO COMPENSATE FOR THE AREA REQUIRED BY THE INTERIOR SPACE. STAIRS AND LANDINGS: A) MINIMUM WIDTH IS 36" PER CRC SECTION 311.7 B) MINIMUM HEADROOM OF 6'-8" PER CBC SECTION 1009.2 C) THE RISE OF STEPS AND STAIRS SHALL NOT BE LESS THAN 4" NOR MORE THAN 7", PER CBC SECTION 1009.3. THIS UNIT IS R-3 FALLS UNDER EXCEPTION 4 THUS RISE CAN BE AS MUCH AS 7 3/4" THE RUN SHALL NOT BE LESS THAN 10". D) THE TOP OF HANDRAILS SHALL NOT BE LESS THAN 34", NOR MORE THAN 38" ABOVE NOSING OF THE TREADS AND BE CONTINUOUS PER CBC SECTION 1012.2 (SEE EXCEPTIONS). E) THE HAND GRIP PORTION OF HANDRAILS SHALL NOT BE LESS THAN 1 1/4" NOR MORE THAN 2" IN CROSS-SECTIONAL DIMENSION PER CBC SECTION 1012.3 HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2" BETWEEN THE WALL AND THE HANDRAIL. ENDS OF HANDRAILS SHALL BE RETURNED OR SHALL HAVE ROUNDED TERMINATION OR BENDS. F) INTERMEDIATE RAILS SHALL BE SUCH THAT A SPHERE 4" IN DIAMETER CANNOT PASS THROUGH. G) STAIRWAYS OPEN ON ONE OR BOTH SIDES SHALL HAVE GUARDRAILS AS REQUIRED BY CRC SECTION 311.7. H) GUARDRAILS SHALL HAVE A HEIGHT OF 42". 1) OPENINGS BETWEEN RAILINGS SHALL BE LESS THAN 4". THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM ELEMENT OF A GUARDRAIL AT A STAIR SHALL BE LESS THAN 6". PDF create with pdfFactory Pro trial version www.pdffactory.com LIFE/SAFETY: (A) BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THAN 3 SQUARE FEET (0.3 M2), ONE-HALF OF WHICH MUST BE OPENABLE. EXCEPTION: THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT AND A MECHANICAL VENTILATION SYSTEM ARE PROVIDED. THE MINIMUM VENTILATION RATES SHALL BE 50 CUBIC FEET PER MINUTE (24 LIS) FOR INTERMITTENT VENTILATION OR 25 CUBIC FEET PER MINUTE (12 US) FOR CONTINUOUS VENTILATION. VENTILATION AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTSIDE. CRC 303.3 B) SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. THE DETECTOR SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE LOW. CRC 314.4 (C) SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 1. IN EACH SLEEPING ROOM. 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. CRC 314.3 D) WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING OR SLEEPING UNIT, THE SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. CRC 314.5 E) AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS AND IN SLEEPING UNITS WITHIN WHICH FUEL -BURNING APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. CRC 315.1 F) SLEEPING ROOMS SHALL HAVE A WINDOW OR EXTERIOR DOOR FOR EMERGENCY ESCAPE. TOP OF BOTTOM RAIL HEIGHT SHALL NOT EXCEED 44" ABOVE FLOOR. WINDOWS MUST HAVE AN OPEN ABLE AREA OF AT LEAST 5.7 SQUARE FEET WITH THE MINIMUM OPEN ABLE WIDTH OF 20" AND THE MINIMUM OPEN ABLE HEIGHT OF 24". THE EMERGENCY DOOR OR WINDOW SHALL BE OPEN ABLE FROM THE INSIDE TO PROVIDE A FULL, CLEAR OPENING WITHOUT THE USE OF SEPARATE TOOLS. CRC 310.1 G) OPEN ABLE WINDOW AREA IN HABITABLE ROOMS MUST BE 1/20 OF THE FLOOR AREA AND A MINIMUM OF 5 SQUARE FEET. CRC 310.1 FIRE STOPS: IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. CRC 302.11 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: 1.1. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. PLUMBING: REFER TO THE CPC AS AMENDED BY STATE AND LOCAL JURISDICTION. A) APPROVED INTEGRAL FREEZE LESS BACKFLOW PREVENTION DEVICES SHALL BE PROVIDED ON HOSE BIBS. B) THE LOCATION FOR ALL GAS SHUT OFF VALVES FOR APPLIANCES SHALL BE WITHIN 3 FEET OF THE APPLIANCE SERVED. C) WATER HEATER: 1. PROVIDE A MINIMUM OF 100 SQUARE INCHES OF COMBUSTION AIR WITHIN THE TOP 12" AND BOTTOM 12" IN A COMPARTMENT. 2. COMBUSTION AIR SHALL BE FROM A ROOM OR SPACE HAVING A MINIMUM OF 50 CUBIC FEET PER 1000 BTU/H INPUT OF THE WATER HEATER. 3. NO WATER HEATER THAT DEPENDS ON THE COMBUSTION OF FUEL FOR HEAT SHALL BE INSTALLED IN ANY ROOM USED OR DESIGNED TO BE USED FOR SLEEPING PURPOSES, BATHROOM, CLOTHES CLOSET OR OTHER CONFINED SPACE OPENING INTO ANY BATHROOM OR BEDROOM. EXCEPTION IS A DIRECT -VENT TYPE WATER HEATER. 4. PROVIDE A MINIMUM ACCESS TO THE FRONT OF THE WATER HEATER OF 24 INCHES WIDE. 5. TEMPERATURE/PRESSURE RELIEF VALVE DRAIN LINES SHALL BE GALVANIZED STEEL OR HARD DRAWN COPPER AND SHALL TERMINATE OUTSIDE OF THE BUILDING BETWEEN 6 AND 24 INCHES ABOVE GRADE AND POINTED DOWN. 6. SHALL BE SECURED TO RESIST EARTHQUAKES. ONE STRAP AT UPPER 1/3 AND ONE STRAP AT LOWER 1/3 OF VERTICAL DIMENSION WITH THE LOWER STRAP BEING A MINIMUM DISTANCE OF 4 INCHES ABOVE THE CONTROLS. 7. PROVIDE MEANS TO PREVENT PLUMBING AND PIPING FIXTURES FROM FREEZING. 8. WATER SUPPLY PIPING SHALL BE PROTECTED FROM FREEZING BY A MINIMUM OF 36" OF EARTH COVERING. 9. THE WATER SERVICE SHALL BE INSTALLED 24" BELOW GRADE AT A LOCATION INSIDE THE FOUNDATION PERIMETER, EQUIPPED WITH A "STOP AND DRAIN" VALVE AND FITTED WITH A HANDLE THAT IS READILY ACCESSIBLE. ALL WATER PIPING SHALL BE GRADED TO DRAIN. WATERLINE TO BE INSPECTED BEFORE COVERING. PE PIPE IS PROHIBITED IF MORE THAN 5' INSIDE THE FOUNDATION. CRAWLSPACE VENTING 1. 14" X 6" SCREENED VENT @ 10" O.C. 3' MAX. FROM EACH CORNER 2. VENTILATION IS A MIN. OF 1/150 OF UNDER -FLOOR CRAWL SPACE AREA. ATTIC VENTING 1. ATTIC VENTING TO HAVE A MIN. 1 SQ. FT. PER 300 SQ. FT. OF ATTIC AREA IF 50% NOT MORE THAN 80% OF THE VENTING IS T ABOVE THE EAVES OR CORNICE WITH THE BALANCE IN THE EAVES OR CORNICE. 2. IF NOT #1 ABOVE VENTING TO BE MIN. 1 SQ. FT. PER 150 SQ. FT. OF ATTIC AREA. VENTING MATERIALS VENTILATION OPENINGS FOR ENCLOSED ATTICS, ENCLOSED EAVE SOFFIT SPACES, ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND UNDERFLOOR VENTILATION OPENINGS SHALL BE FULLY COVERED WITH METAL WIRE MESH, VENTS, OTHER MATERIALS OR OTHER DEVICES THAT MEET THE FOLLOWING REQUIREMENTS: CRC 327.6 1. THE DIMENSIONS OF THE OPENINGS THEREIN SHALL BE A MINIMUM OF 1/16TH INCH (1.6 MM) AND SHALL NOT EXCEED 1/8TH INCH (3.2MM). 2. THE MATERIALS USED SHALL BE NONCOMBUSTIBLE. EXCEPTION: VENTS LOCATED UNDER THE ROOF COVERING, ALONG THE RIDGE OF ROOFS, WITH THE EXPOSED SURFACE OF THE VENT COVERED BY NONCOMBUSTIBLE WIRE MESH, MAY BE OF COMBUSTIBLE MATERIALS. 3. THE MATERIALS USED SHALL BE CORROSION RESISTANT. MECHANICAL: REFER TO THE CMC AS AMENDED BY STATE AND LOCAL JURISDICTION. A) A WARM -AIR FURNACE SHALL NOT BE LOCATED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE. B) ALL GAS APPLIANCES SHALL BE VENTED IN ACCORDANCE WITH UCMC. C) PROVIDE A PRIMARY AND SECONDARY CONDENSATE DRAIN FOR EQUIPMENT LOCATED ABOVE A LIVING SPACE. D) AN APPROVED FUEL SHUTOFF VALVE SHALL BE INSTALLED IN THE FUEL SUPPLY PIPING SERVING EACH PIECE OF FUEL BURNING EQUIPMENT AT AN ACCESSIBLE LOCATION AHEAD OF THE UNION OR APPLIANCE CONNECTOR. E) FACTORY -BUILT CHIMNEYS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, THE TERMS OF LISTING AND THE APPLICABLE REQUIREMENTS OF STATE AND COUNTY CODE. F) A WARM -AIR FURNACE INSTALLED IN AN ATTIC OR A FURRED SPACE SHALL COMPLY WITH THE FOLLOWING. 1. AN ACCESS OPENING LARGE ENOUGH TO REMOVE THE LARGEST PIECE OF EQUIPMENT, BUT NOT LESS THAN 30 INCHES BY 22 INCHES. 2. A MINIMUM 30" X 30" PASSAGEWAY TO THE FURNACE AND CONTROLS. 3. THE FURNACE LOCATED NOT GREATER THAN 20 FEET FROM THE ATTIC ACCESS. 4. A LEVEL WORKING PLATFORM 30" IN DEPTH IN FRONT OF THE ENTIRE FIREBOX SIDE. 5. A PERMANENT ELECTRIC OUTLET AND LIGHTING FIXTURE CONTROLLED BY A SWITCH LOCATED AT THE ATTIC ACCESS SHALL BE PROVIDED AT OR NEAR THE FURNACE. 6. APPLIANCE SHALL BE ON A DEDICATED CIRCUIT. G) WARM -AIR FURNACES INSTALLED IN UNDER -FLOOR SPACES SHALL COMPLY WITH THE FOLLOWING: 1. CLEARANCE FROM COMBUSTIBLES OR LISTING. 2. AN ACCESS OPENING LARGE ENOUGH TO REMOVE THE LARGEST PIECE OF EQUIPMENT, BUT NOT LESS THAN 30"X22". 3. FURNACE LOCATED A MAXIMUM OF 20 FT FROM ACCESS OPENING. 4. FURNACE SUPPORTED ON THE GROUND SHALL REST ON A CONCRETE SLAB EXTENDING A MINIMUM OF 3 INCHES ABOVE GRADE. 5. A FURNACE SUSPENDED SHALL HAVE A CLEARANCE OF AT LEAST 6 INCHES ABOVE GRADE. IF EXCAVATED PROVIDE 6 INCHES BELOW AND 12 INCHES TO THE SIDES OF THE FURNACE. 6. A PERMANENT ELECTRIC OUTLET AND LIGHTING FIXTURE CONTROLLED BY A SWITCH LOCATED AT THE ACCESS OPENING SHALL BE PROVIDED AT OR NEAR THE FURNACE. 7. APPLIANCE SHALL BE ON A DEDICATED CIRCUIT. 8. A SHEET METAL PAN SHALL BE PROVIDED UNDER THE APPLIANCE FOR THE REMOVAL OF UNBURNED GAS. THE PAN SHALL HAVE A MINIMUM 3" LIP WITH SOLDERED SEAMS AND SHALL BE EQUIPPED WITH A MINIMUM 2" EMT (METAL ELECTRICAL CONDUIT) DRAIN WHICH IS SCREENED ON BOTH ENDS AND SLOPES TO THE EXTERIOR OF THE BUILDING. H) IN SHOWERS AND TUB -SHOWER COMBINATIONS, CONTROL VALVES MUST BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES. HANDLE POSITION STOPS SHALL BE PROVIDED ON SUCH VALVES AND SHALL BE ADJUSTED PER MANUFACTURER'S INSTRUCTIONS TO DELIVER A MAXIMUM MIXED WATER SETTING OF 120 °F (49°C). WATER HEATER THERMOSTAT SHALL NOT BE CONSIDERED A SUITABLE CONTROL 1) SHOWER AND TUB/SHOWER WALLS SHALL BE OF A SMOOTH, HARD, NON-ABSORBENT SURFACE (E.G. CERAMIC TILE) OVER A MOISTURE RESISTANT UNDERLAYMENT (E.G. W.R. GYP) TO A HEIGHT OF 70 INCHES ABOVE THE DRAIN INLET. J) VENTING SYSTEMS SHALL TERMINATE NOT LESS THAN 4' BELOW OR 4' HORIZONTALLY FROM, AND NOT LESS THAN 1' ABOVE A DOOR, AN OPENABLE WINDOW OR A GRAVITY AIR INLET INTO A BUILDING. K) DIRECT VENT APPLIANCES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. THE VENT HEIGHT SHALL BE ABOVE THE ANTICIPATED SNOW DEPTH. VERIFICATION OR APPROVAL OF HEIGHT/LOCATION OF VENT SHALL BE MADE WITH AN INSPECTOR PRIOR TO INSTALLATION OF APPLIANCE. L) INSTALLATION INSTRUCTIONS FOR ALL LISTED EQUIPMENT SHALL BE PROVIDED TO THE FIELD INSPECTOR AT TIME OF INSPECTION. M) CLOTHES DRYER VENT SHALL BE OF METAL AND SHALL HAVE SMOOTH INTERIOR SURFACES. APPROVED FLEXIBLE DUCT CONNECTORS NOT MORE THAN 6' IN LENGTH AND NOT CONCEALED WITHIN CONSTRUCTION ARE ALLOWED. CLOTHES DRYER TO VENT TO OUTSIDE AND SHALL BE EQUIPPED WITH A BACK -DRAFT DAMPER. UNLESS OTHERWISE PERMITTED OR REQUIRED BY THE DRYER MANUFACTURER'S SPECIFICATIONS, DOMESTIC DRYER MOISTURE EXHAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 14', INCLUDING TWO 90 DEGREE ELBOWS. TWO FEET SHALL BE DEDUCTED FOR EACH 90 DEGREE ELBOW IN EXCESS OF TWO. N) IN ADDITION TO THE REQUIRED PRESSURE RELIEF VALVE ON WATER HEATERS, AN APPROVED EXPANSION TANK (OR OTHER DEVICE DESIGNED FOR INTERMITTENT OPERATION FOR THERMAL EXPANSION CONTROL) SHALL BE INSTALLED WHENEVER THE BUILDING SUPPLY PRESSURE IS GREATER THAN THE REQUIRED RELIEF VALVE PRESSURE SETTING; OR WHEN ANY DEVICE IS INSTALLED THAT PREVENTS PRESSURE RELIEF THROUGH THE BUILDING SUPPLY, SIZED IN ACCORDANCE WITH MANUFACTURER'S SPECS, 0) AN R-12 WATER HEATER BLANKET IS REQUIRED FOR ALL WATER HEATERS WITH AN ENERGY FACTOR BELOW .58. NO COMPLIANCE CREDIT IS GIVEN FOR WATER HEATER INSULATION. STANDARD WATER HEATER COMPLIANCE IS ACHIEVED WITH A NON -RECIRCULATING, STORAGE GAS WATER HEATER WITH A.52 ENERGY FACTOR. ENERGY STANDARDS, ART, 1.3. PROTECTION WOOD AGAINST DECAY PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE -TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U1. CRC 317. 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18 INCHES (457 MM) OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES (305 MM) TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. 2. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES (203 MM) FROM THE EXPOSED GROUND. 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LESS THAN 1/2 INCH (12.7 MM) ON TOPS, SIDES AND ENDS. 5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6 INCHES (152 MM) FROM THE GROUND OR LESS THAN 2 INCHES (51 MM) MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. 6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE -PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. 7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING MEMBERS. FASTENERS AND CONNECTORS IN CONTACT WITH PRESERVATIVE -TREATED AND FIRE -RETARDANT -TREATED WOOD. FASTENERS AND CONNECTORS IN CONTACT WITH PRESERVATIVE -TREATED WOOD AND FIRE -RETARDANT -TREATED WOOD SHALL BE IN ACCORDANCE WITH THIS SECTION. THE COATING WEIGHTS FOR ZINC -COATED FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. WOOD/PLASTIC COMPOSITES. WOOD/PLASTIC COMPOSITES USED IN EXTERIOR DECK BOARDS, STAIR TREADS, HANDRAILS AND GUARDRAIL SYSTEMS SHALL BEAR A LABEL INDICATING THE REQUIRED PERFORMANCE LEVELS AND DEMONSTRATING COMPLIANCE WITH THE PROVISIONS OF ASTM D 7032. PERMIT# �% _ in y7 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C/ODE�iCOMPLIANCE BATS..._.__. 1 ?A � 14_ --BY_ 7il'_ WALL LOGS, LOG POSTS, AND TIMBERS: SIERRA LOGS ARE PRODUCED FROM A STANDING DEAD TREE HARVESTED DIRECTLY FROM A FOREST. THE SPECIES OF WOOD IS AN ENGLEMAN SPRUCE AND A LODGEPOLE PINE (ESLP) MIXTURE UNLESS OTHERWISE NOTED. ALL WALL LOGS ARE GRADED UNDER THE GRADING SPECIFICATIONS OF TIMBER PRODUCTS INSPECTION AS "WALL LOG 40" GRADE & BETTER UNLESS OTHERWISE NOTED. EVERY EVENT HAS BEEN TAKEN TO MEASURE THE MOISTURE CONTENT OF THE LOGS TO BE 20% & LOWER, 1" FROM COMPLETED SURFACE. THIS IS AN OVERALL AVERAGE ESTIMATE OF THE COMPLETE PACKAGE OF LOGS. ISOLATED INCIDENTS COULD YEILD HIGHER MOISTURE CONTENTS. DUE TO THE MOISTURE CONTENT OF THE LOG AND THE REGION OF WHICH THE HOME IS TO BE BUILT IN, SETTLING WILL OCCUR. IN THE HUMID AREAS SETTLING MIGHT BE AS LOW AS 1/2" PER 8' OF WALL AND AS HIGH AS 1" PER 8' OF WALL IN ARID REGIONS. IN ALL CASES SIERRA RECOMMENDS A MINIMUM AIR GAP DISTANCE OF AT LEAST 1" ABOVE ALL WINDOWS AND DOORS. IN ADDITION, SIERRA ALSO RECOMMENDS THAT ALL VERTICAL ELEMENTS SUCH AS POSTS AND FRAMED WALLS HAVE SOME TYPE OF SLIP JOINT TO ALLOW THE LOG WALLS TO SETTLE. PROVISIONS OF POST & WALL JACKS ARE AT THE DISCRETION OF THE OWNER AND/OR BUILDER IF THE SETTING IS ANTICIPATED TO BE VERY HIGH DUE TO VERY TALL WALLS OR VERY ARID REGIONS. STRUCTURAL MEMBERS THAT ARE OF THE SPECIES OF DOUGLASS FIR ARE A GREEN PRODUCT. REDUCTION OF SIZE WILL OCCUR WHILE THE TIMBER OR LOG DRIES. THESE STRUCTURAL MEMBERS TYPICALLY CAUSE NO ADVERSE AFFECT WHEN THEY CURE AND SHRINK. IF THERE IS CONCERN FOR PROVISIONS PLEASE CONTACT SIERRA LOG HOMES OR CONSULT WITH YOUR BUILDER. THESE PLANS ARE TO BE USED SOLELY IN CONJUCTION WITH LOGS AND RELATED MATERIALS SUPPLIED BY SIERRA LOG HOMES. FIRE CODE REQUIREMENTS THE MATERIALS AND METHODS USED TO FOLLOW THE CAL FIRE WILDLAND URBAN CODES 2010. (WILDLAND URBAN INTERFACE (WUI) PRODUCTS.) & MATERIALS & METHODS LOCATED IN THE CRC CODE 2013. R327.7.3. EXTERIORWALLS. THE EXTERIOR WALL COVERING OR WALL ASSEMBLY SHALL COMPLY WITH ONE OF THE FOLLOWING REQUIREMENTS: 1. NONCOMBUSTIBLE MATERIAL 2. IGNITION -RESISTANT MATERIAL 3. HEAVY -TIMBER EXTERIOR WALL ASSEMBLY 4. LOG WALL CONSTRUCTION ASSEMBLY 5. WALL ASSEMBLIES THAT MEET THE PERFORMANCE CRITERIA IN ACCORDANCE WITH THE TEST PROCEDURES FOR A 10 -MINUTE DIRECT FLAME CONTACT EXPOSURE TEST SET FORTH IN SFM STANDARD 12-7A-1 12-7A-1.7 TEST ASSEMBLY. 5. LAYERED MATERIALS. FOR WALL ASSEMBLIES COMPOSED OF LAYERED MATERIALS, SUCH AS SHEATHING, SIDING (CLADDING) AND UNDERLAYMENT, THE INSTALLATION OF SUCH LAYERED MATERIALS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, OR IN THE ABSENCE OF SUCH INSTRUCTIONS, APPLICABLE BUILDING CODE REQUIREMENTS. IN THE ABSENCE OF MANUFACTURER'S SPECIFICATIONS, THE WALL ASSEMBLY SHALL INCLUDE THE FOLLOWING MINIMUM COMPONENTS: NOMINAL 2 X 4 STUDS SPACED 16 INCHES (410 MM) ON CENTER, AND THE DESIRED EXTERIOR SIDING MATERIAL. IF SHEATHING IS USED, TESTS SHALL BE RUN ON TYPICAL 7/16 -INCH ORIENTED STRANDBOARD (OSB) OF EXPOSURE 1 RATING. WHERE SPECIFIED BY THE MANUFACTURER, SHEATHING MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. THE SHEATHING SHALL HAVE ONE VERTICAL SEAM ON A SELECTED STUD WITH A 0.125 INCH (3 MM) GAP. R327.7.4 OPEN ROOF EAVES. THE EXPOSED ROOF DECK ON THE UNDERSIDE OF UNENCLOSED ROOF EAVES SHALL CONSIST OF ONE OF THE FOLLOWING: 1. NONCOMBUSTIBLE MATERIAL 2. IGNITION -RESISTANT MATERIAL 3. ONE LAYER OF 5/8 -INCH TYPE X GYPSUM SHEATHING APPLIED BEHIND AN EXTERIOR COVERING ON THE UNDERSIDE EXTERIOR OF THE ROOF DECK 4. THE EXTERIOR PORTION OF A 1 -HOUR FIRE RESISTIVE EXTERIOR WALL ASSEMBLY APPLIED TO THE UNDERSIDE OF THE ROOF DECK DESIGNED FOR EXTERIOR FIRE EXPOSURE INCLUDING ASSEMBLIES USING THE GYPSUM PANEL AND SHEATHING PRODUCTS LISTED IN THE GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL EXCEPTIONS: THE FOLLOWING MATERIALS DO NOT REQUIRE PROTECTION: 1. SOLID WOOD RAFTER TAILS ON THE EXPOSED UNDERSIDE OF OPEN ROOF EAVES HAVING A MINIMUM NOMINAL DI2. SOLID WOOD BLOCKING INSTALLED BETWEEN RAFTER TAILS ON THE EXPOSED UNDERSIDE OF OPEN ROOF EAVES HAVING A MINIMUM NOMINAL DIMENSION OF 2 INCH (50.8 MM) 3. GABLE END OVERHANGS AND ROOF ASSEMBLY PROJECTIONS BEYOND AN EXTERIOR WALL OTHER THAN AT THE LOWER END OF THE RAFTER TAILS 4. FASCIA AND OTHER ARCHITECTURAL TRIM BOARDSMENSION OF 2 INCH (50.8 MM) R327.7.5 ENCLOSED ROOF EAVES AND ROOF EAVE SOFFITS. THE EXPOSED UNDERSIDE OF ENCLOSED ROOF EAVES HAVING EITHER A BOXED -IN ROOF EAVE SOFFIT WITH A HORIZONTAL UNDERSIDE, OR SLOPING RAFTER TAILS WITH AN EXTERIOR COVERING APPLIED TO THE UNDERSIDE OF THE RAFTER TAILS, SHALL BE PROTECTED BY ONE OF THE FOLLOWING: 1. NONCOMBUSTIBLE MATERIAL REVIEWED 2. IGNITION -RESISTANT MATERIAL FOR CODE COMPLIANCE 3. ONE LAYER OF 5/8 -INCH TYPE X GYPSUM SHEATHING APPLIED BEHIND AN EXTERIOR COVERING ON THE UNDERSIDE OF THE RAFTER TAILS OR SOFFIT JUL 2 2 2016 4. THE EXTERIOR PORTION OF A 1 -HOUR FIRE RESISTIVE EXTERIOR WALL ASSEMBLY APPLIED TO THE UNDERSIDE OF THE RAFTER TAILS OR SOFFIT INCLUDING ASSEMBLIES USING THE GYPSUM TRaB AND ASSOCIATES PANEL AND SHEATHING PRODUCTS LISTED IN THE GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL 5. BOXED -IN ROOF EAVE SOFFIT ASSEMBLIES WITH A HORIZONTAL UNDERSIDE THAT MEET THE PERFORMANCE CRITERIA IN ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN SFM STANDARD 12-7A-3 EXCEPTIONS: THE FOLLOWING MATERIALS DO NOT REQUIRE PROTECTION: 1. GABLE END OVERHANGS AND ROOF ASSEMBLY PROJECTIONS BEYOND AN EXTERIOR WALL OTHER THAN AT THE LOWER END OF THE RAFTER TAILS 2. FASCIA AND OTHER ARCHITECTURAL TRIM BOARDS ADDITIONAL FIRE CODE NOTES: • ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER. • EXTERIOR WINDOWS AND EXTERIOR GLAZED DOORS ASSEMBLIES SHALL BE CONSTRUCTED OF MULTIPANE GLAZING WITH A MINIMUM OF ONE TEMPERED PANE. CONTENTS: CS - COVER SHEET/ PLOT PLAN Al -ARCHITECTURAL NOTES A2 - 1ST FLOOR PLAN A3 - 2ND FLOOR PLAN A4 - ELEVATIONS A5 - ELEVATIONS A6 - SECTIONS A7 - ARCHITECTURAL DETAILS E1 - 1ST FLOOR ELECTRICAL E2 - 2ND FLOOR ELECTRICAL S1 - STRUCTURALNOTES S2 - FOUNDATION PLAN S3 - 1ST FLOOR FRAMING S4 -2ND FLOOR FRAMING S5 - ROOF FRAMING S6 - STRUCTURAL DETAILS PREPARED BY SR(eir1raL United Stades & Canada MANUFACTURING ADDRESS: 3650 MORROW LANE CHICO, CALIFORNIA 95928 SIERRA LOG HOMES WEB ADDRESS: www.sierraloghomes.com PH: 530-899-0680 FAX: 530-899-0688 EMAIL ADDRESS: Larry@sierraloghomes.com COPYRIGHT 2010 SIERRA LOG HOMES ALL RIGHTS RESERVED. NO DRAWINGS OR BUILDING FROM THESE DRAWINGS MAY BE REPRODUCED WITHOUT DIRECT PERMISSION FROM SIERRA DESIGN GROUP ENGINEERED BY BL.H INC. J 1 RVV 1 VRML CIYUIIVCCRIIVV CONSTRUCTION CONSULTING EXPERT TESTIMONY BARRY LEE HOUSEAL 33 Sarteano Dr. (949) 715-3700 Newport Coast, CA. 92657 (949) 715-3800 fax PLANS PREPARED BY C. I PROJECT INFORMATION I ADAMS RESIDENCE: Current Address: CLINT ADAMS 57 ZONALEA LANE CHEROKEE, CA. 95965 (530)321-1607 Job Site Address: APN #056-170-058 VINCENT LANE COHASSET, CA, 95973 BUTTE COUNTY Ph: 530-538-7601 Fax: 530-538-2140 I DRAWING NOTES/REVISIONS I 03/21/16 - DESIGN CONCEPT 03/25/16 - PRE -ENGINEERING 04/14/16 - SUBMITTAL 07/07/16 - PLAN CHECK I LOG SPECIFICATIONS I 8" (STACK HEIGHT) 9 IN. LOG 41 2 1/2" (OFFSET)iyi 61/2" DATE SCALE 03/21/16 N/A SHEET TITLE ARCHITECTURAL NOTES SHEET NUMBER & Is 1 1 2 1 3 BACK SECT1 AS A6 < > I A 14,_4„ 6'-6" 29,_2" I T-0 3/4" 2'-2" 4'-4" '-9 1/2" T-7 3/4" 1514" 4'-8 3/4" .. IFF -01k I -------------------------- ------ --- 3050 SH 2640 SH 3040 SH TEMP 3040 SH TEMP TEMP EGRESS TEMP iv o) o �, NOTE: I o w ALL EXT. DOORS MUST N BE NON-COMBUSTIBLE OR 20 MINUTE RATED LL OR SOLID CORE a BEDROOM #1■ W/ PANELS NOT LESS M w i THAN 1 3/8"THICK N O i LAUNDRY i TO MEET WUI FIRE CODES T-10" ROOM ? IWO GREAT ROOM I , I I I *FIELD VERIFY g / ALL POST & BEAM o WINDOWS & DOORS N N I I N 6068. BF m m NOTE: 0 L-------------------� N 04 ALL EXT. DOORS MUST CLOSET #1 _ _ _ _ _ BE NON-COMBUSTIBLE LEFT q N OR 20 MINUTE RATED A5 OR SOLID CORE 2868 W/ PANELS NOT LESS B _ 6'-4" 2'-3" o THAN 1 3/8"THICK N h TO MEET WUI FIRE CODES It f N � I I ----------- --------- DINING I INSTANTANEOUS N N WATER HEATER zo � 0 III I m BEDROOM #2 BATH i NOTE: KITCHEN j ALL EXT. DOORS MUST 7 BE NON-COMBUSTIBLE o a 2668 PKT OR 20 MINUTE RATED o w OR SOLID CORE WC W/ PANELS NOT LESS CQ j co THAN 1 3/8" THICK _T TO MEET WUI FIRE CODES o N 3050 SH i i ® 3040 SH M 3040 SH TEMP EGRESS ((( ° TEMP ENTRY TEMP N — — L -------- ----- --- ---- ---------------- ------ --------------------------- ------ --------- -- ------ - 1630 SH TEMP 4030 SH TEMP I 5'-41/4" 5'-13/4" 1'-8" 4'-8" T-0" 14'-4" 4'-5" 4'-5" 3'-0" 10'-6" 6'-4" 33'-2" 50'-0" C < 4FRONT SECT1 A4 A6 FIRST FLOOR PLAN 7 PDF creat d with pdfFactory Pro trial version www.pdffactory.com LIVABLE AREA: 1500 SQ. FT. DECK AREA: 1695 SQ. FT. 0 0 ZERO CLEARANCE WOOD BURNING FIREPLACE TO MEET COUNTY & MFC. SPECS. PREFABRICATED METAL FIREPLACE UNITS SHALL BE LISTED AND VENTED. UNITS SHALL BE INSTALLED AND TERMINATED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. UNITS SHALL BE EQUIPPED WITH AN OUTSIDE AIR SUPPLY. CMC SEC. 908 DECKING I i 5 WINDOW LEGEND PREPARED BY 5u 0 2(elrjr@" > nc)g he maces FIRE RATED &WIND RATED ETC. ETC.). Umitedl States & Cid' GN - GARDEN XO - HORIZONTAL SLIDER OBS- OBSCURED MANUFACTURING ADDRESS: SH - SINGLE HUNG 3650 MORROW LANE TEMP -TEMPERED ® AR - ARCHED CHICO, CALIFORNIA 95928 SIERRA LOG HOMES AW - AWNING WINDOWS ORDERING IS THE SOLE RESPONSIBLY B - BAY OF THE CONTRACTOR, CLIENT, & WINDOW COMPANY. CS -CASEMENT THE WINDOWS MUST MEET COUNTY, STATE & XOX - DBL. HOR. SLIDER FEDERAL REGULATIONS AND SHOULD BE CHECKED DH - DOUBLE HUNG FOR SIZE AND MATERIALS (SUCH AS BEING TEMPERED, EG -EGRESS F - FIXED 5u 0 2(elrjr@" > nc)g he maces FIRE RATED &WIND RATED ETC. ETC.). Umitedl States & Cid' GN - GARDEN XO - HORIZONTAL SLIDER OBS- OBSCURED MANUFACTURING ADDRESS: SH - SINGLE HUNG 3650 MORROW LANE TEMP -TEMPERED ® WALLS W/ 2X4 FRAMING @ 16" O.C. TYP. TRP - TRAPEZOIDAL CHICO, CALIFORNIA 95928 SIERRA LOG HOMES FL - FULL LIGHT WALLS W/ 2X6 FRAMING @ 16" O.C. TYP. WEB ADDRESS: DOOR LEGEND PKT -POCKET COPYRIGHT 2010 mm.sierraloghomes.com SC - SELF CLOSING 9" DIA. LOG WALLS BF - BI -FOLD PH: 530-899-0680 FAX: 530-899-0688 BP - BI -PASS PERMIT# U I7 — 061l. k!5- BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR (�C/ODEE COMPLIANCE MATE / (Z 61 ®Y�"= REVIEWED FOR CODE COMPLIANCE JUL 2 2 2016 TRB AND ASSOCIATES EXPEK I I E511MUNY BARRY LEE HOUSEAL 33 Sarteano Dr. (949) 7153700 Newport Coast, CA. 92657 (949) 7153800 fax PLANS PREPARED BY 'i.w�iG • ■•111• PROJECT INFORMATION ADAMS RESIDENCE: Current Address: CLI NT ADAMS 57 ZONALEA LANE CHEROKEE, CA. 95965 (530)321-1607 Job Site Address: APN #056-170-058 VINCENT LANE COHASSET, CA. 95973 BUTTE COUNTY Ph: 530-538-7601 Fax: 530-538-2140 DRAWING NOTES/REVISIONS 03/21/16 - DESIGN CONCEPT 03/25/16 - PRE -ENGINEERING 04/14/16 - SUBMITTAL 07/07/16 - PLAN CHECK LOG SPECIFICATIONS 9 IN. LOG (STACL DATE SCALE 03/21/16 1/419 SHEET TITLE FIRST FLOOR PLAN SHEET NUMBER FR - FRENCH EMAIL ADDRESS: FL - FULL LIGHT Larry@sierraloghomes.com HL - HALF LIGHT PKT -POCKET COPYRIGHT 2010 SC - SELF CLOSING SIERRA LOG HOMES SL - SIDELIGHT SF - SINGLE FOLD SGD - SLIDING GLASS DOOR TR - TRANSOM ALL RIGHTS RESERVED. NO DRAWINGS OR BUILDING FROM THESE DRAWINGS MAY BE REPRODUCED WITHOUT DIRECT NOTE: PERMISSION FROM SIERRA DESIGN GROUP SEE SHEET Al (ARCHITECTURAL NOTES) FOR GLAZING REQUIREMENTS. ENGINEERED BY BLH RIC. REVIEWED FOR CODE COMPLIANCE JUL 2 2 2016 TRB AND ASSOCIATES EXPEK I I E511MUNY BARRY LEE HOUSEAL 33 Sarteano Dr. (949) 7153700 Newport Coast, CA. 92657 (949) 7153800 fax PLANS PREPARED BY 'i.w�iG • ■•111• PROJECT INFORMATION ADAMS RESIDENCE: Current Address: CLI NT ADAMS 57 ZONALEA LANE CHEROKEE, CA. 95965 (530)321-1607 Job Site Address: APN #056-170-058 VINCENT LANE COHASSET, CA. 95973 BUTTE COUNTY Ph: 530-538-7601 Fax: 530-538-2140 DRAWING NOTES/REVISIONS 03/21/16 - DESIGN CONCEPT 03/25/16 - PRE -ENGINEERING 04/14/16 - SUBMITTAL 07/07/16 - PLAN CHECK LOG SPECIFICATIONS 9 IN. LOG (STACL DATE SCALE 03/21/16 1/419 SHEET TITLE FIRST FLOOR PLAN SHEET NUMBER N 0 N e; b C m_ s cV 1 20'-3 1/2" 28'-7 1/2" 0'-9" 19'-6 1/2" LE— — — — — — — — — — — — — — — — — — — — — — — — — — 8'-5" T-0" 8'-11/2" 4'-61/2" 3'-101/2" 1 V-6".1'-6" DORMER WALLS ABOVE �L 0 v m I� GlS:`riR= MASTER BATH u DORMER WALLS ABOVE II I I I 1 1650 SH I I I I I I I I I S l l l o - -SHOWER -4- i- - M OBS - OBSCURED ia7 -------I---+-"I"-1- I I I I I I I I I b I I I I I � N B TRP - TRAPEZOIDAL I I I I _L_1_1_i_1_ �_ f__Ir_� N e; b C m_ s cV 1 20'-3 1/2" 28'-7 1/2" 0'-9" 19'-6 1/2" LE— — — — — — — — — — — — — — — — — — — — — — — — — — 8'-5" T-0" 8'-11/2" 4'-61/2" 3'-101/2" 1 V-6".1'-6" DORMER WALLS ABOVE �L 0 v m I� GlS:`riR= MASTER BATH u DORMER WALLS ABOVE II I I I 1 1650 SH MASTER BEDROOM TEMP O zo LOFT DORMER WALLS ABOVE 6068 SGD TEMP �1 0 0 3 OPEN TO BELOW *FIELD VERIFY ALL POST & BEAM WINDOWS & DOORS II II 11/4" 6'-5" 6'-5" 3'-71/4" 4'-5" 5'-763/64" I I I I II II BALCONY I I I I 19'-6 1/2" 10'-0 63/64" I I I I II II II II II II — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --------------------------------- -----9 ------------------ Fr II II LJ LJ 29'-7 1/2" 18'-6 1/2" 30'-4 1/2" SECOND FLOOR PLAN LIVABLE AREA: 738 SQ. FT. BALCONY AREA: 241 SQ. FT. PDF create with dfFacto Pro trial version www.Ddffactorv.com l I -- - — T I I Il 0 WINDOWS ORDERING IS THE SOLE RESPONSIBLY OF THE CONTRACTOR, CLIENT, & WINDOW COMPANY. THE WINDOWS MUST MEET COUNTY, STATE & FEDERAL REGULATIONS AND SHOULD BE CHECKED FOR SIZE AND MATERIALS (SUCH AS BEING TEMPERED, FIRE RATED & WIND RATED ETC. ETC.). ® WALLS W/ 2X4 FRAMING @ 16" O.C. TYP. WALLS W/ 2X6 FRAMING @ 16" O.C. TYP. D9" DIA. LOG WALLS 5 WINDOW LEGEND PREPARED BY 0 United States & Canada AR - ARCHED AW - AWNING B - BAY CS - CASEMENT XOX - DBL. HOR. SLIDER DH - DOUBLE HUNG EG -EGRESS F - FIXED I I I I I I I I I S l l l XO - HORIZONTAL SLIDER - -SHOWER -4- i- - M OBS - OBSCURED ia7 -------I---+-"I"-1- I I I I I I I I I SH - SINGLE HUNG I I I I I I I I I CHICO, CALIFORNIA 95928 -7--1- I I_ 1_I I I I TRP - TRAPEZOIDAL I I I I _L_1_1_i_1_ �_ f__Ir_� r -r -r I I I I 7 7 WEB ADDRES DOOR LEGEND MASTER CLOSET -------7-T______7 7 T1 F.A.U. BF - BI -FOLD I ATTIC I I ACCESSIi j 1122X30 I I 1 1 :2:668 I I L- J 1 FL - FULL LIGHT Larry@sierraloghomes.com NOTE: ._______i_ DROP CEILING FOR _-J' FORCED AIR UNIT COPYRIGHT 2010 SC - SELF CLOSING 11'-5 1/2" MASTER BEDROOM TEMP O zo LOFT DORMER WALLS ABOVE 6068 SGD TEMP �1 0 0 3 OPEN TO BELOW *FIELD VERIFY ALL POST & BEAM WINDOWS & DOORS II II 11/4" 6'-5" 6'-5" 3'-71/4" 4'-5" 5'-763/64" I I I I II II BALCONY I I I I 19'-6 1/2" 10'-0 63/64" I I I I II II II II II II — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --------------------------------- -----9 ------------------ Fr II II LJ LJ 29'-7 1/2" 18'-6 1/2" 30'-4 1/2" SECOND FLOOR PLAN LIVABLE AREA: 738 SQ. FT. BALCONY AREA: 241 SQ. FT. PDF create with dfFacto Pro trial version www.Ddffactorv.com l I -- - — T I I Il 0 WINDOWS ORDERING IS THE SOLE RESPONSIBLY OF THE CONTRACTOR, CLIENT, & WINDOW COMPANY. THE WINDOWS MUST MEET COUNTY, STATE & FEDERAL REGULATIONS AND SHOULD BE CHECKED FOR SIZE AND MATERIALS (SUCH AS BEING TEMPERED, FIRE RATED & WIND RATED ETC. ETC.). ® WALLS W/ 2X4 FRAMING @ 16" O.C. TYP. WALLS W/ 2X6 FRAMING @ 16" O.C. TYP. D9" DIA. LOG WALLS 5 WINDOW LEGEND PREPARED BY 0 United States & Canada AR - ARCHED AW - AWNING B - BAY CS - CASEMENT XOX - DBL. HOR. SLIDER DH - DOUBLE HUNG EG -EGRESS F - FIXED PF.RMfr �'1b e �s REVIIeWED BUM COUNI"YDLVELOPMCNTSERVICES FOR CODE COMPLIANCE FILVIEWO.D FOR 0006 001~ PLIANOE JUL 2 2 2016 7/ EXPERT TESTIMONY BARRY LEE HOUSEAL 33 Sarteano Dr. (949) 7153700 Newport Coast, CA. 92657 (949) 7153800 fax PLANS PREPARED BY SIFLOG NONE'S, INC PROJECT INFORMATION ADAMS RESIDENCE: Current Address: CLINT ADAMS 57 ZONALEA LANE CHEROKEE, CA. 95965 (530)321-1607 Job Site Address: APN #056-170-058 VINCENT LANE COHASSET, CA. 95973 BUTTE COUNTY Ph: 530-538-7601 Fax: 530-538-2140 DRAWING NOTES/REVISIONS 03/21/16 - DESIGN CONCEPT 03/25/16 - PRE -ENGINEERING 04/14/16 - SUBMITTAL 07/07/16 - PLAN CHECK LOG SPECIFICATIONS 9 IN, LOG 8" N (STACK HEIGHT) X09 m -41/8"- 21/2" (OFFSET) DATE SCALE 03/21/16 1/4" = 1'-0" SHEET TITLE SECOND FLOOR PLAN SHEE/T� NUMBER P"ATF- GN - GARDEN XO - HORIZONTAL SLIDER OBS - OBSCURED MANUFACTURING ADDRESS: SH - SINGLE HUNG 3650 MORROW LANE TEMP- TEMPERED CHICO, CALIFORNIA 95928 TRP - TRAPEZOIDAL SIERRA LOG HOMES WEB ADDRES DOOR LEGEND aloghwww.sierraloghomes.com BF - BI -FOLD PH: 530-899-0680 FAX: 530-899-0688 BP - BI -PASS FR - FRENCH EMAIL ADDRESS: FL - FULL LIGHT Larry@sierraloghomes.com HL - HALF LIGHT PKT - POCKET COPYRIGHT 2010 SC - SELF CLOSING SIERRA LOG HOMES SL - SIDELIGHT SF - SINGLE FOLD SGD -SLIDING GLASS DOOR TR TRANSOM ALL RIGHTS RESERVED. NO DRAWINGS OR BUILDING FROM THESE DRAWINGS MAY BE REPRODUCED WITHOUT DIRECT NOTE: PERMISSION FROM SIERRA DESIGN GROUP SEE SHEET Al (ARCHITECTURAL NOTES) FOR GLAZING REQUIREMENTS. ENGINEERED BY R VLH INC. PF.RMfr �'1b e �s REVIIeWED BUM COUNI"YDLVELOPMCNTSERVICES FOR CODE COMPLIANCE FILVIEWO.D FOR 0006 001~ PLIANOE JUL 2 2 2016 7/ EXPERT TESTIMONY BARRY LEE HOUSEAL 33 Sarteano Dr. (949) 7153700 Newport Coast, CA. 92657 (949) 7153800 fax PLANS PREPARED BY SIFLOG NONE'S, INC PROJECT INFORMATION ADAMS RESIDENCE: Current Address: CLINT ADAMS 57 ZONALEA LANE CHEROKEE, CA. 95965 (530)321-1607 Job Site Address: APN #056-170-058 VINCENT LANE COHASSET, CA. 95973 BUTTE COUNTY Ph: 530-538-7601 Fax: 530-538-2140 DRAWING NOTES/REVISIONS 03/21/16 - DESIGN CONCEPT 03/25/16 - PRE -ENGINEERING 04/14/16 - SUBMITTAL 07/07/16 - PLAN CHECK LOG SPECIFICATIONS 9 IN, LOG 8" N (STACK HEIGHT) X09 m -41/8"- 21/2" (OFFSET) DATE SCALE 03/21/16 1/4" = 1'-0" SHEET TITLE SECOND FLOOR PLAN SHEE/T� NUMBER P"ATF- 'v rn in N SHED DORMER ronurn o i nn n�nrn PDF created with pdfFactory Pro trial version www.pdffactory.com -- ""'^" """ ""' AWAY t-KUM ALL FUUNUA I IUN.Y A MINIMUM OF 10' HORIZONTAL. FRONT ELEVATION TOP OF CHIMNEY MUST BE AT LEAST 2'-0"HIGHER THAN THE PEAK OR HIGHEST PORTION OF ROOF WITHIN 10'-0" HORIZONTALLY, TYP. DBL LOG RIDGE 10'-0" SHEET METAL& SHED DORMER STANDING RB METAL CAP FRAMED & LOG SIDED W/ SPARK ARRESTER 12 4r—, 10:12 PITCH 12 9" DIA. CEDAR LOG WALL RIGHT ELEVATION 12 14 12- 91 71 0 iN SHED DORMER FRAMED & LOG SIDED SNOW CRICKET 12 7-14.5 ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10' HORIZONTAL. NOTE: ELEVATIONS & SECTIONS ARE GRAPHIC ILLUSTRATIONS & SHOULD NOT BE USED TO SCALE OR BUILD FROM. PREPARED BY Terra MANUFACTURING ADDRESS: 3650 MORROW LANE CHICO, CALIFORNIA 95928 SIERRA LOG HOMES WEB ADDRESS: www.sierraloghomes.com PH: 530-899-0680 FAX: 530-899-0688 EMAIL ADDRESS: Larry@sierra) og homes.com COPYRIGHT 2010 SIERRA LOG HOMES ALL RIGHTS RESERVED. NO DRAWINGS OR BUILDING FROM THESE DRAWINGS MAY BE REPRODUCED WITHOUT DIRECT PERMISSION FROM SIERRA DESIGN GROUP ENGINEEReD BY BLH INC. STRUCTURAL ENGINEERING CONSTRUCTION CON6ULTING EXPERT TESTIMONY BARRY LEE HOUSEAL 33 Sarteano Dr. (949) 715-3700 Newport Coast, CA. 92657 (949) 715-3800 fax PLANS PREPARED BY S C. PROJECT INFORMATION ADAMS NOTES FOR SHINGLED ROOF: RESIDENCE: 1) ROOFING TO BE 40 YEAR ARCHITECTURAL GRADE TYPE A SHINGLES OVER 30# FELT. Current Address: 2) ALL ROOFS SHALL HAVE AN ICE DAM UNDERLAYMENT OF 5' FROM EDGE OR RIDGE CLINT ADAMS WHICHEVER IS LESS. 57 ZONALEA LANE 3) ALL ROOF PROJECTIONS SHALL BE PROTECTED WITH AN ICE SPLITTER. CHEROKEE, CA. 95965 4) PROVIDE FOR ALL TYPES OF ROOFS SHEET METAL VALLEY FLASHING WITH A (530) 321-1607 36 -INCH WIDE #72 ASTM CAP SHEET UNDERLAYMENT DIRECTLY UNDER FLASHING AND OVER NORMALLY REQUIRED UNDERLAYMENT. (VALLEY PANS ARE SHEETMETAL). 5) <4:12 PITCH DOUBLI_ STARTER UNDERLAYMENT. Job Site Addiess: 6) <4:12 PITCH 19" STARTER & 2 LAYERS SHINGLE FASHION. APN #056-170-058 7) ROOF CLASSIFICATION IS A VINCENT LANE 8) ROOFING ASSEM. INSTALLED IN ACCORDANCE TO MANF. SPEC. COHASSET, CA. 95973 LOG BUTTE COUNTY TRUSS/PORCH . Ph: 530-538-7601 HEADER w Fax: 530-538-2140 �o rn NOTES FOR OPTIONAL. METAL ROOF: o C1 q 1) ROOFING TO BE METAL ROOFING MATERIALS, OVER 30# FELT. o0 Eo LL 03/21/16 -DESIGN CONCEPT a 2) ALL ROOFS SHALL HAVE AN ICE DAM UNDERLAYMENT OF 5' FROM 03/25/16 - PRE -ENGINEERING EDGE OR RIDGE WHICHEVER IS LESS. 0 04/14/16 - SUBMITTAL I— 07/07/16 - PLAN CHECK 4) PROVIDE FOR ALL TYPES OF ROOF SHEET METAL VALLEY FLASHING TOP OF FIRST FLOOR PDF created with pdfFactory Pro trial version www.pdffactory.com -- ""'^" """ ""' AWAY t-KUM ALL FUUNUA I IUN.Y A MINIMUM OF 10' HORIZONTAL. FRONT ELEVATION TOP OF CHIMNEY MUST BE AT LEAST 2'-0"HIGHER THAN THE PEAK OR HIGHEST PORTION OF ROOF WITHIN 10'-0" HORIZONTALLY, TYP. DBL LOG RIDGE 10'-0" SHEET METAL& SHED DORMER STANDING RB METAL CAP FRAMED & LOG SIDED W/ SPARK ARRESTER 12 4r—, 10:12 PITCH 12 9" DIA. CEDAR LOG WALL RIGHT ELEVATION 12 14 12- 91 71 0 iN SHED DORMER FRAMED & LOG SIDED SNOW CRICKET 12 7-14.5 ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10' HORIZONTAL. NOTE: ELEVATIONS & SECTIONS ARE GRAPHIC ILLUSTRATIONS & SHOULD NOT BE USED TO SCALE OR BUILD FROM. PREPARED BY Terra MANUFACTURING ADDRESS: 3650 MORROW LANE CHICO, CALIFORNIA 95928 SIERRA LOG HOMES WEB ADDRESS: www.sierraloghomes.com PH: 530-899-0680 FAX: 530-899-0688 EMAIL ADDRESS: Larry@sierra) og homes.com COPYRIGHT 2010 SIERRA LOG HOMES ALL RIGHTS RESERVED. NO DRAWINGS OR BUILDING FROM THESE DRAWINGS MAY BE REPRODUCED WITHOUT DIRECT PERMISSION FROM SIERRA DESIGN GROUP ENGINEEReD BY BLH INC. STRUCTURAL ENGINEERING CONSTRUCTION CON6ULTING EXPERT TESTIMONY BARRY LEE HOUSEAL 33 Sarteano Dr. (949) 715-3700 Newport Coast, CA. 92657 (949) 715-3800 fax PLANS PREPARED BY S C. PROJECT INFORMATION ADAMS NOTES FOR SHINGLED ROOF: RESIDENCE: 1) ROOFING TO BE 40 YEAR ARCHITECTURAL GRADE TYPE A SHINGLES OVER 30# FELT. Current Address: 2) ALL ROOFS SHALL HAVE AN ICE DAM UNDERLAYMENT OF 5' FROM EDGE OR RIDGE CLINT ADAMS WHICHEVER IS LESS. 57 ZONALEA LANE 3) ALL ROOF PROJECTIONS SHALL BE PROTECTED WITH AN ICE SPLITTER. CHEROKEE, CA. 95965 4) PROVIDE FOR ALL TYPES OF ROOFS SHEET METAL VALLEY FLASHING WITH A (530) 321-1607 36 -INCH WIDE #72 ASTM CAP SHEET UNDERLAYMENT DIRECTLY UNDER FLASHING AND OVER NORMALLY REQUIRED UNDERLAYMENT. (VALLEY PANS ARE SHEETMETAL). 5) <4:12 PITCH DOUBLI_ STARTER UNDERLAYMENT. Job Site Addiess: 6) <4:12 PITCH 19" STARTER & 2 LAYERS SHINGLE FASHION. APN #056-170-058 7) ROOF CLASSIFICATION IS A VINCENT LANE 8) ROOFING ASSEM. INSTALLED IN ACCORDANCE TO MANF. SPEC. COHASSET, CA. 95973 1000.2/2 = 500.1 SQ. IN. 500P" MIN. RIDGE VENT. I 500.1/16 NFVA (AIR VENT INC.) PER FT = 31.5' REQUIRED. PERMIT# `" — UclL� MAIN HOUSE VENTING BUTTE COUNTY DEVELOPMENT SERVICES INSIDE GABLE TO INSIDE CABLE 49'>31.5' REQUIRED. REVIEWED FOR 1000.2 x.8 (80% ALLOWED IN RIDGE) =800.2 IN. CODEOMPLIANCE 49'x16=784" RIDGES THIS HOUSE.�� BY --r0t 6 784 IN.<800.2" THUS 784" MAX CREDIT FOR RIDGE. DATE— _�1�� 1000.2"-784"= 216.2" AMOUNT NEEDED IN EAVES. 2" DIA. HOLES IN FREEZE E;LOCKS REQUIRED. 216.2/3.14" (2" HOLE) = (68.9) QTY 3" DIA. HOLES IN FREEZE BLOCKS. MAX. 3 IN EACH 2' BAY BETWEEN RAFTERS. 68.9/3 = 23 BAYS REQUIRED. 38 NUMBER OF BAYS IN HOUSE WITH (3) 2" HOLES> 23 BAYS REQUIRED. VUCAN (VE3522) SOFFIT VI_NTS PROVIDED @ 41 NFVA SQ. INCHES OF EAVE VENT REVIEWED NFVA> 9.42 SQ. IN. ((3) x 3.14 (2" FREEZE BLOCK HOLES) REQUIRED FOR SOFFITS.) 23 (VENTS)BAYS x 41= 943" 943"5216.2" REQUIRED FOR EAVES. FOR CODE COMPLIANCE EAVE VENTS HAVE BEEN VVUI FIRE APPROVED (WUI COMPLIANT). JUL 2 2 2016 $RB AND ASSOCIATES 2 1/2" (OFFSET) 6 1/2" DATE SCALE 03/21/16 1/411 = 1'-0" SHEET TITLE ELEVATIONS SHEET NUMBER A4 BUTTE COUNTY Ph: 530-538-7601 Fax: 530-538-2140 NOTES FOR OPTIONAL. METAL ROOF: 1) ROOFING TO BE METAL ROOFING MATERIALS, OVER 30# FELT. DRAWING NOTEVREVISIONS METAL ROOFING TO BE MIN. 29 GAUGE THICKNESS. 03/21/16 -DESIGN CONCEPT 2) ALL ROOFS SHALL HAVE AN ICE DAM UNDERLAYMENT OF 5' FROM 03/25/16 - PRE -ENGINEERING EDGE OR RIDGE WHICHEVER IS LESS. 04/14/16 - SUBMITTAL 3) ALL ROOF PROJECTIONS SHALL BE PROTECTED WITH AN ICE SPLITTER. 07/07/16 - PLAN CHECK 4) PROVIDE FOR ALL TYPES OF ROOF SHEET METAL VALLEY FLASHING WITH A 36 -INCH WIDE UNDERLAYMENT DIRECTLY UNDER FLASHING AND OVER NORMALLY REQUIRED UNDERLAYMENT. 5) <4:12 PITCH DOUBLI_ STARTER UNDERLAYMENT. 6) ROOF CLASSIFICATION IS A 7) ROOFING ASSEM. INSTALLED IN ACCORDANCE TO MANF. SPEC. LOG _ PORCH HEADER VENTING LOG SPECIFICATIONS EXTEND LOG WALL TO PICK UP EAVES HOUSE & PORCH VENTING REQUIREMENT: 9 IN. LOG 1. ATTIC VENTING TO HAVE A MIN. 1 SQ. FT. PER 300 SQ. FT. OF ATTIC AREA 9" DIA. CEDAR LOG POST IF 50% NOT MORE THAN 80% OF THE VENTING IS 3' ABOVE THE EAVES OR CORNICE WITH THE BALANCE IN THE EAVES OR CORNICE. HOUSE & PORCH ROOF VrzNTING CALCULATION (GABLES ARE NOT VENTILATED): 8" 2089 SQ. FT. ATTIC AREA (f=LOOR PERIMETER+PORCH+HOUSE EAVES (NON GABLE END)) 1300 SQ. FT. (STACK HEIGHT) td9 m = 6.96 SQ.FT. x 144 = 1002.2 SQ. IN. I �. „r 1000.2/2 = 500.1 SQ. IN. 500P" MIN. RIDGE VENT. I 500.1/16 NFVA (AIR VENT INC.) PER FT = 31.5' REQUIRED. PERMIT# `" — UclL� MAIN HOUSE VENTING BUTTE COUNTY DEVELOPMENT SERVICES INSIDE GABLE TO INSIDE CABLE 49'>31.5' REQUIRED. REVIEWED FOR 1000.2 x.8 (80% ALLOWED IN RIDGE) =800.2 IN. CODEOMPLIANCE 49'x16=784" RIDGES THIS HOUSE.�� BY --r0t 6 784 IN.<800.2" THUS 784" MAX CREDIT FOR RIDGE. DATE— _�1�� 1000.2"-784"= 216.2" AMOUNT NEEDED IN EAVES. 2" DIA. HOLES IN FREEZE E;LOCKS REQUIRED. 216.2/3.14" (2" HOLE) = (68.9) QTY 3" DIA. HOLES IN FREEZE BLOCKS. MAX. 3 IN EACH 2' BAY BETWEEN RAFTERS. 68.9/3 = 23 BAYS REQUIRED. 38 NUMBER OF BAYS IN HOUSE WITH (3) 2" HOLES> 23 BAYS REQUIRED. VUCAN (VE3522) SOFFIT VI_NTS PROVIDED @ 41 NFVA SQ. INCHES OF EAVE VENT REVIEWED NFVA> 9.42 SQ. IN. ((3) x 3.14 (2" FREEZE BLOCK HOLES) REQUIRED FOR SOFFITS.) 23 (VENTS)BAYS x 41= 943" 943"5216.2" REQUIRED FOR EAVES. FOR CODE COMPLIANCE EAVE VENTS HAVE BEEN VVUI FIRE APPROVED (WUI COMPLIANT). JUL 2 2 2016 $RB AND ASSOCIATES 2 1/2" (OFFSET) 6 1/2" DATE SCALE 03/21/16 1/411 = 1'-0" SHEET TITLE ELEVATIONS SHEET NUMBER A4 SHED DORMER LEFTELEVATION A MINIMUM OF 10' HORIZONTAL. __ "" BACK ELEVATION PDF created with pdfFactory Pro trial version www.pdffactory.com �vv A MINIMUM OF 10' HORIZONTAL. PERMIT# bkIo — 066 I S BUTTR COUNTY DEVELOPMENT SERVICES ((C�OREVIEWED E COMPLIANCE PATE_ Z l 6®y l4Z`6 REVIEWED FOR CODE COMPLIANCE JUL 2 2 2016 TRE AND ASSOCIATES NOTE: ELEVATIONS & SECTIONS ARE GRAPHIC ILLUSTRATIONS & SHOULD NOT BE USED TO SCALE OR BUILD FROM. PREPARED BY error MANUFACTURING ADDRESS: 3650 MORROW LANE CHICO, CALIFORNIA 05928 SIERRA LOG HOMES WEB ADDRESS: www.sierralog homes.corn PH: 530-899-0680 FAX: 530-899-0688 EMAIL ADDR9SS: Larry@slerraloghomes.com COPYRIGHT :010 SIERRA LOG HOMES ALL RIGHTS RESERVED. NO DRAWINGS OR BUILDING FROM THESE DRAWINGS MAY BE REPRODUCED WITHOUT DIRECT PERMISSION FROM SIERRA DESIGN GROUP ENGINEEReD BY BLH INC. STRUCTURAL ENGINEERING CONSTRUCTION CONSULTING EXPERT TESTIMONY BARRY LEE HOUSEAL 33 Sarteano Dr. (949) 715-3700 Newport Coast, CA. 92657 (949) 715-3800 fax PLANS PREPARED BY m PROJECT INFORMATION I ADAMS RESIDENCE: Current Address: CLINT ADAMS 57 ZONALEA LANE CHEROKEE, CA. 95965 (530)321-1607 Job Site Address: APN #056-170-058 VINCENT LANE COHASSET, CA. 95973 BUTTE COUNTY Ph: 530-538-7601 Fax: 530-538-2140 I DRAWING NOTES/REVISIONS I 03/21/16 - DESIGN CONCEPT 03/25/16 - PRE -ENGINEERING 04/14/16 - SUBMITTAL 07/07/16 - PLAN CHECK LOG SPECIFICATIONS 9 IN. LOG 8" (STACK HEIGHT) 2 1/2" (OFFSET) 1/2" DATE SCALE 03/21/16 1/4" = 1'-0" SHEET TITLE ELEVATIONS I SHEET NUMBER I m DBL LOG RIDGE 11 7/8" 1 JOIST RAFTERS MIN. R-38 ROOF INSULATION SHED DORMER 2x6 FRAMED & LOG SIDED r 2x PORCH RAFTER PER PLAN TOP OF ROOF TOP OF LOFT FLOOR LOG PORCH HEADER 9" DIA. CEDAR LOG POST I v MANUFACTURING AdDRESS: 3650 MORROW LANE CHICO, CALIFORNIA 95928 SIERRA LOG HOMES WEB ADDRESS: www.sierraloghomes.com PH: 530-899-0680 FAX: 530-899-0688 EMAIL ADDRESS: Larry@sierralogtricinnes.com COPYRIGHT 2010 1 SIERRA LOG HOMES ALL RIGHTS RESERVED. NO DRAWINGS OR BUILDING FROM THESE DRAWINGS MAY BE REPRODUCED WITHOUT DIRECT PERMISSION FROM SIERFKA DESIGN GROUP ENGINEERED BY BLH INC. STRUCTURAL ENGINEERING CONSTRUCTION CONSULTING EXPERT TESTIMONY BARRY LEE HOUSEAL 33 Sarteano Dr. (949) 715.3700 Newport Coast, CA. 92657 (949) 715-3600 fax PLANS PREPARED BY S C. PROJECT INFORMATION I ADAMS RESIDENCE: Current Address: CLI NT ADAMS 57 ZONALEA LANE CHEROKEE, CA. 95965 (530)321-1607 8" FULL HEIGHTJ I� I 13 1/2" x 117/8" LSL RIM STEM WALL 6x PIER POST PER PLANT Job Site Address: MIN. 18" CRAWLSPACE UNDER JOIST APN #056-170-058 MIN. 12" SPACE UNDER FLOOR BEAMS FOOTINGS PER PLAN R-19 FLOOR J 2X6 PRESSULIRE TREATED VINCENT LANE INSULATION SILL PLATE COHASSET, CA. 95973 BUTTE COUNTY Ph: 530-538-7601 Fax: 530-5382140 SECTION 1 PDF created with pdfFactory Pro trial version www.pdffactory.com I DRAWING NOTES/REVISIONS I 03/21/16 - DESIGN CONCEPT 03/25/16 - PRE -ENGINEERING 04/14/16 - SUBMITTAL 07/07/16 - PLAN CHECK LOG SPECIFICATIONS 9 IN. LOG &I (STACK HEIGHT) 2 1SE 6 1/2" (OFFSET) DATE SCALE 03/21/16 1/4" = 1'-0" SHEET TITLE REVIEWED FOR CODE COMPLIANCE PERMIT #_ 0°��S JUL 22 2016 SECTIONS BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR TRIB AND ASSOCIATES CODE COMPLIANCE SHEET NUMBER DATE { I % Lg I �DY TVS-- NOTE: ELEVATIONS & SECTIONS ARE �� GRAPHIC ILLUSTRATIONS & SHOULD NOT BE USED TO SCALE OR BUILD FROM. 12" DIA. LOG POST R-19 WALL �_ _� %______ INSULATION Ij i iI 1 i �9 1/2" I jGISTII i 1 n 9 1/2" LVL FLOOR RIM 3/4" SUB FLvOOR � III III � TOP OF LOG SIDE WALL d TRUSS PORCH w HEADER LET 9"DIA. i iIH INTO POST 3" 9" DIA. CEDAR iI LOG JOIST L__ N LOG WALL yI nIIi 1 9" DIA. __liI__ - I I I 1 LOG GIRDER j m 9 L_ o --m I I 11 AI t m � -----J----71 II Z A 1112" DIA. g -- r ------y —_=—_y1 LOG POST .- I e III 11 7/8" I JOIST 11 7/8" LVL BEAM PER PLAN I I I 1 LAMINATE PER MANF. 3/4" SUB FLOOR -------- TOP OF 1ST FLOORI I J______1___.y II -------- -------- MIN. R-38 ROOF INSULATION SHED DORMER 2x6 FRAMED & LOG SIDED r 2x PORCH RAFTER PER PLAN TOP OF ROOF TOP OF LOFT FLOOR LOG PORCH HEADER 9" DIA. CEDAR LOG POST I v MANUFACTURING AdDRESS: 3650 MORROW LANE CHICO, CALIFORNIA 95928 SIERRA LOG HOMES WEB ADDRESS: www.sierraloghomes.com PH: 530-899-0680 FAX: 530-899-0688 EMAIL ADDRESS: Larry@sierralogtricinnes.com COPYRIGHT 2010 1 SIERRA LOG HOMES ALL RIGHTS RESERVED. NO DRAWINGS OR BUILDING FROM THESE DRAWINGS MAY BE REPRODUCED WITHOUT DIRECT PERMISSION FROM SIERFKA DESIGN GROUP ENGINEERED BY BLH INC. STRUCTURAL ENGINEERING CONSTRUCTION CONSULTING EXPERT TESTIMONY BARRY LEE HOUSEAL 33 Sarteano Dr. (949) 715.3700 Newport Coast, CA. 92657 (949) 715-3600 fax PLANS PREPARED BY S C. PROJECT INFORMATION I ADAMS RESIDENCE: Current Address: CLI NT ADAMS 57 ZONALEA LANE CHEROKEE, CA. 95965 (530)321-1607 8" FULL HEIGHTJ I� I 13 1/2" x 117/8" LSL RIM STEM WALL 6x PIER POST PER PLANT Job Site Address: MIN. 18" CRAWLSPACE UNDER JOIST APN #056-170-058 MIN. 12" SPACE UNDER FLOOR BEAMS FOOTINGS PER PLAN R-19 FLOOR J 2X6 PRESSULIRE TREATED VINCENT LANE INSULATION SILL PLATE COHASSET, CA. 95973 BUTTE COUNTY Ph: 530-538-7601 Fax: 530-5382140 SECTION 1 PDF created with pdfFactory Pro trial version www.pdffactory.com I DRAWING NOTES/REVISIONS I 03/21/16 - DESIGN CONCEPT 03/25/16 - PRE -ENGINEERING 04/14/16 - SUBMITTAL 07/07/16 - PLAN CHECK LOG SPECIFICATIONS 9 IN. LOG &I (STACK HEIGHT) 2 1SE 6 1/2" (OFFSET) DATE SCALE 03/21/16 1/4" = 1'-0" SHEET TITLE REVIEWED FOR CODE COMPLIANCE PERMIT #_ 0°��S JUL 22 2016 SECTIONS BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR TRIB AND ASSOCIATES CODE COMPLIANCE SHEET NUMBER DATE { I % Lg I �DY TVS-- NOTE: ELEVATIONS & SECTIONS ARE �� GRAPHIC ILLUSTRATIONS & SHOULD NOT BE USED TO SCALE OR BUILD FROM. PDF created with pdfFactory Pro trial version www.pdffactory.com I1 , 3" SLOTTED HOLE PREPARED BY TO ALLOW FOR SETTLING. USE FENDER WASHER AND 16? NAILS t@ 16" O.C. TYP. PLACE FASTENER A7 TOP OF SLOT CAULK WOOD TO SHEET 0 METAL 1/4" BEED a?I�(1 Il®g 1ST®50 SII LOG WALL W United States & Canada "L" COUNTER FLASHING (WIDTH NOTE: SILL SEAL OR OTHER TYPE OF MUST BE DEEP ENOUGH TO LET INTO LOG WALL BY 1"x5" DEEP) MANUFACTURING ADDRESS: WATER PROOFING BETWEEN BOTTOM x 3650 MORROW LANE SILL PLATE AND CONCRETE. 5X5 STEP FLASHING CHICO, CALIFORNIA 95928 — — — o F = SIERRA LOG HOMES SIDING PER PLANWEB �' 9 ADDRESS: KERF INTO _ LOG WALL 1/2" OLAG 4" EMBED 1/2" OLAG 4" EMBED INTO CORNER POST SIDING PER �� �� www.sierraloghomes,com LOG WALL INTO CORNER POST @ 24" O.C. PLAN �� PH: 530-899-0680 FAX: 530-899-0688 "Z" FLASHING@ 24" O.C. 2X WALL EMAIL ADDRESS: 1/2" x 2" x 2" — — — �I �I I Larry@sierraloghdmes.com SIDING OR OSB COPYRIGHT 2010 2X WALL SIERRA LOG HOMES BITUTHENE BARRIER DECORATIVE LOG LOG SIZE W H POST PER PLAN 6X1 ALL RIGHTS RESERVED. NO DRAWINGS DECORATIVE LOG 3 5" OR BUILDING FROM THEE DRAWINGS POST PER PLAN 8 3" 5" MAY BE REPRODUCED WITHOUT DIRECT 9 4" 5" PERMISSION FROM SIERRA DESIGN GROUP 10 4" 5„ FLASHING 125" 5" ENGINEERED BY 1 g 55.1 WATER BLH INC. PROOFING RAFTERS STRUCTURAL ENGINEERING CONSTRUCTION CONSULTING EXPERT TESTIMONY TYP. LOG WALL TO FLOOR WATER PROOFING9 LOG WALL TO ROOF - FLASHING DETAIL 3 BARRY LEE HOUSEAL LOG SIDING & VERT. DECOR TO WALL DETAIL 6 33 Sarteano Dr. (949)715-3700 SCALE: N.T.S. q7 S(;ALE: N.T.S. AR1107 A7 SCALE: N.T.S. A% Newport Coast, CA. 92657 (949) 715-3600 fax PLANS PREPARED BY Nzzrl OTE: 1 1/2" SLOTTED HOLE IN WINDOW BUCKING HANDRAIL AND GUARDRAIL AND THEIR FASTENERS HAVE THE TO ALLOW FOR SETTLING. USE FENDER STRUCTURAL CAPACITY TO RESIST THE DESIGN LOAD OF 200 POUNDS WASHER AND 16d NAILS @ 16" O.C. TYP. APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP OF HANDRAIL NOTE: LOG BUTTS TO NOTE BE ABOVE EACH OTHER VERTICALLY PLACE FASTENER AT TOP OF SLOT AND GUARDRAIL. (1' TO 2' LAP COMMON PRACTICE) USE 2-3" FINISH SCREWS, ZINC @ EXTERIOR. t3"O TYPICAL TOP RAIL FOR EACH BALUSTER TO TOP OR BOTTOM RAIL CONNECTION & 2-3" SCREWS @ RAIL TO COLUMN CONNECTION. PREDRILL 3/4" HOLE AND FILL CAVITY WITH LOG JAMB CAULK; LOG STAIRS FLATTEN TOP & BOTTOM RAIL FOR DRIVE 3/4" DIA. OAK DOWEL INTO HOLE AND 1" MIN. INTO LOG BELOW SI LOG HO INC. CONNECTION OF BALUSTERS MORTISE TOP & BOTTOM RAIL 12" DIA. LOG 2" INTO LOG COLUMN STAIR HORSE SPAX 312 EMBED MIN 2 1/2" Y U PROJECT INFORMATION & CAP FOR DECOR LOG POST PER PLAN HORIz. LOG 9" DIA. LOG POST WHERE SHOWN JOINT U) 2X BUCKING MATERIAL 0 ADAMS 3/4" SUB FLOOR t2 1/2"0 TYP. I I BALUSTER I IILI a RESIDENCE: U 1" OF SETTLING SHIMS UNDERO I HORSE (REMOVE AS NEEDED) I `4 am �A" p Current Address: 1" OF SETTLING SHIMS UNDER g w I I I I LOG WALL -\ z O C LI NT ADAMS 57 ZONALEA LANE LANDING 2x FRAMING POST (REMOVE AS NEEDED) " z �'� � uj CHEROKEE, CA. 95965 I FO (530) 321-1607 I FASTENER z 3/4" SUB FLOOR I ON EACH SIDE STAIR SETTLING 11 INTERMEDIATE RAIL SPACING OR t3"O BOTTOM 0 3 0 0 Job Site Address: APN #056-170-058 SCALE: N.T.S. q7 PATTERN SO THAT 4" SPHERE RAIL TYPICAL m MINIMAL GAP WITH 2 ROWS ( ) VINCENT LANE CANNOT PASS THROUGH. ADHESIVE TAPE. INSTALL BACKER -ROD ,AND CHINK GAP COHASSET, CA. 95973 WINDOW VERTICAL LOG BUTT JOINT BUTTE COUNTY NAIL & CHAULK "L" FLASHING Ph: 530-5387601 THRU WINDOW FLANGE Fax: 530-538.2140 & FLASHING INTO BUCKING DRAWING NOTES/REVISIONS 2x BUCKING TRI TYPICAL GUARDRAIL DETAIL 8 VERT. WEATHER SEAL AT LOG BUTT JOINT 5 2X WINDOW BUCK DETAIL 2 03/21/16 -DESIGN CONCEPT COVER NAILING FLANGE & FLASHING W/ RUBBERIZED —FASTEN PER DETAIL 2/A4 03/25/16 - PRE -ENGINEERING 04/14/16 - SUBMITTAL SCALE: N.T.S. AR1010 q % SCALE: N.T.S. AR1105 A7 _STANDARD S( ALE: N.T.S. AR1102 A7 ASPHALT ADHESIVE MEMBRANE 07/07/16 - PLAN CHECK TOP VIEW FREE -SPANNING CARRIAGE 1 1/2" SLOTTED HOLE IN WINDOW BUCKING OG WALL TREAD 6'-8" MIN. HEADROOM `� NAIL OR SCREW TO ALLOW FOR SETTLING. USE FENDER WASHER AND 16d NAILS @ 16" O.C. TYP. FROM NOSING TO CEILING .\ THRU FLOOR PLACE FASTENER AT TOP OF SLOT FULL LOG ABOVE - TYP. ------------ - OR OTHER STRUCTURE ` _ _ TYPICAL RISE 1X h INE BASEBOARD- LOG WALL ` –' RAI�IUSTOP EDGE 1/2" 1/2 LOG STARTER -TYP. EQUALTO ' TYf�. "L" FLASHING NAILED – TYPICAL RISE & CHAULKED `, 1 1/2" x 1 1/2" CUT-OUT FOR CAP FLASHING TO HEADER OVER FLOOR FRAMING BOTTOM ATTACHMENT A ELECTRICAL WIRING-TYP. FOR REV►EwrB LOG SPECIFICATIONS LET INTO LOG HEADER STRAIGHT FLASHING ` A R CODE r(nIPL1pNCE 9 IN. LOG WINDOW TRIM AIR SPACE FOR SETTLING WALL STUD J'J� 2016 10" MIN 0'-2" NAIL &CHAULK 2x BUCKING EA. SIDE TO LOG 1/2" LAG BOLT RUN, MAX. B A�D ASSOCIATES THRU WINDOW NAILER STRAIGHT FLASHING BETWEEN TREAD TO STRINGER �. EXTERIOR HALF LOG STARTER (STACK HEIGHT) 09 m & FLASHING INTO BUCKING—- ­/WINDOW FLANGE & BUCKING – `, 7 3/4" — FULL LOG ABOVE -TYP. 41/d" WINDOW— `. MAX. LOG WALL INT. WALL STUD LOG GIRDER/ \ — `� ,p - CARRIAGE SUPPORT �___ 1X PINE BASEBOARD- FULL LOG STARTER-TYP. 21/2" (OFFSET) 61/2" NAIL & CHAULK FLOOR DECKING -'' \ RADIUS TOP EDGE 1/2" THRU WINDOW FLANGE 1/2" BOLTS THRU TYP' DATE SCALE & FLASHING INTO BUCKING STRINGER TO GIRDER —' \` WINDOW TRIM 2x SILL BOTH SIDS --- -- — TYPICAL RISE — `. HANDRAIL LOCATED '2—��� PERMIT#_ BVi'TE CCIUNIY DEVEL©PMENT SERVICES 03/21/16 AS NOTED SHEET TITLE 36"ABOVE NOSING EQUAL TO w REVIEWED FOR AULK SILL BUCK TO LOG n7 --n--' R� TYPICAL RISE CODE COMPLIA!d - COVER NAILING FLANGE '' -- 12" 0 HALF LOG 11" MIN. SLOT FOR DRYWALL ¢ DRYWALL OR OTHER 'L YLQy � Z�I i� b�— & FLASHING RUBBERIZED �—� - LOG STRUQTU u WALL FINISH DATE ASPHALT ADHESIVE MEMBRANE IV STRAIGHT FLASHING BETWEEN GE TREAD — CARRIAGE LOG — ACHITECTURAL WINDOW FLANGE & BUCKING TREAD 12STRUCT LOG STRUCTURAL SECTION A -A FULL LOG STARTER DETAILS LOG WALL TREADS CAN BE ATTACHED WITH A MORTISE, WOODEN - TOP ATTACHMENT CLEATS, OR METAL BRACKETS. SHEET NUMBER WATERPROOFING LOGWALL TO WINDOWS 10 INT. FREE -SPANNING LOG STAIRS, TYP. 7 INT. FRAMED WALL TO LOG CONNECTION 4 I TYP. BASEBOARD - FULL & HALF STARTERS 1 /\ /� SCALE: N.T.S. A7 SCALE: N.T.S. AR1012 q7 SCALE: N.T.S. AR1104 q7 SCALE: N.T.S. AR1101 q7 PDF created with pdfFactory Pro trial version www.pdffactory.com I1 , NOTE: EXHAUST FAN TO THE OUTSIDE MIN. 60 CFM THIS FAN IS TO BE USED FOR WHOLE BUILDING VENTILATION. MINIMUM 60 CFM FAN TESTED AT A STATIC PRESSURE OF .25 WC AND RATED @ 1 SONE OR LESS REQUIRED TO BE INSTALLEDTAN MUST BE ATTACHED TO A MINIMUM 5" DUCT AND NO LONGER THAN 70'. SUBTRACT 15' OF ALLOWED LENGTH FOR EACH ELBOW. SWITCH FOR FAN MUST BE LABELED TO INDICATE THE FANS REQUIRED FUNCTION SUCH AS "FAN IS TO BE LEFT ON TO ENSURE INDOOR AIR QUALITY." PER TITLE 24 ENERGY CALCULATIONS REQUIREMENT. NOTE: DOMESTIC DRYER EXHAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 14 FEET, INCLUDING TWO 90 DEGREE ELBOWS TWO FEET SHALL BE DEDUCTED FOR EACH 90 DEGREE ELBOW IN EXCESS OF 0. NOTE: PER CALIFORNIA ENERGY CODE 150.0(N), WATER HEATING SYSTEMS INSTALLED IN NEW HOMES USING GAS OR PROPANE SHALL INCLUDE THE FOLLOWING COMPONENTS (IF APPLICABLE): A. 120V ELECTRICAL RECEPTACLE THAT IS WITHIN 3 FEET FROM THE WATER HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS. B. A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HEATER IS INSTALLED C. A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE D. A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTUIHR. INSTANTANEOUS PROPANE WATER HEATER a NOTE BATHROOM FANS: FANS IS TO BE USED FOR LOCAL VENTILATION EXHAUST. MINIMUM 50 CFM FAN TESTED ATA I STATIC PRESSURE OF .25 WC AND RATED I @ 3 SONES OR LESS REQUIRED TO BE INSTALLED. AFI FAN MUST BE ATTACHED TO A MINIMUM 4" DUCT I AND NO LONGER THAN 70' OF FLEX DUCT. SUBTRACT 15' OF ALLOWED LENGTH FOR 1 EACH ELBOW.BATH EXHAUST FAN TO BE 1 CONTROLLED BY HUMIDSTAT CONTROLED \ WITH CAPABLE ADJUSTMENT OF 50 % \\ TO 80% HUMIDITY. \\ \ O HER BATH NOTES: 1. THE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS SHALL NOT EXCEED 1.28 GALLONS PER FLUSH. CALGREEN SEC. 4.303.1.1 2. THE SHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 2.0 GALLONS PER MINUTE AT 80 PSI. CALGREEN SEC. 4.303.1.3.1 3. MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT EXCEED 1.5 GALLONS PER MINUTE AT 60 PSI. CALGREEN SEC. 4.303.1.4.1 0 wN , ww i ", _ -- w AFI QVAN 1 BEDROOM #1 \� - ' FI/ CLOSET #1 200 AMP MAIN SERVICE PANEL W1 JEER BEDROOM #2 NOTE KITCHEN RANGE HOODS: _ THIS FAN IS TO BE USED FOR LOCAL VENTILATION EXHAUST. MINIMUM 100 CFM FAN TESTED AT A STATIC PRESSURE OF .25 WC AND RATED @ 3 SONES OR LESS REQUIRED TO BE INSTALLEDTAN MUST BE ATTACHED TO A MINIMUM 5" SMOOTH DUCT AND NO LONGER THAN 85'. SUBTRACT 15' OF ALLOWED LENGTH FOR EACH ELBOW. 11 UP TO T� FIRST FLOOR ELECTRICAL PLAN LEGEND /-� CONDUIT CONCEALED IN CEILING GE 220 220 VOLT OUTLET FOR APPLIANCE ON DEDICATED CIRCUIT 110 VOLT DUPLEX WALL OUTLET INSTALLED ABOVE COUNTER, +45' A.F.F. TYP., U.N.O. (ALL 125 SINGLE PHASE 15 & 20 -AMP BRANCH CIRCUITS TO BE TAMPER-RESISTANT RECEPTACLES.) 110 VOLT DUPLEX WALL OUTLET, 12' A.F.F. TYP., U.N.O. (ALL 125 SINGLE PHASE 15 & 20 -AMP BRANCH CIRCUITS TO BE TAMPER-RESISTANT RECEPTACLES.) T TV CABLE & PHONE LINES (PER CLIENT) THERMOSTAT WIRING SINGLE POLE WALL SWITCH, +44" TYP. U.N.O. 3 -WAY SWITCH + 44" NP. U.N.O. 4 -WAY SWITCH, +44" TYP. U.N.O. DIMMER SWITCH, +44' TYP. U.N.O. WALL MOUNTED LIGHT FIXTURE O FLOOR OUTLET DOUBLE QC CEILING OUTLET DOUBLE ® SMOKE DETECTOR-ACIDC POWERED AND INTER -CONNECTED ® CARBON MONOXIDE DECTOR/ EXPLOSIVE GAS SENSOR/ ALARM AFI ARC FAULT INTERRUPT CIRCUIT GFI GROUND FAULT INTERRUPT CIRCUIT WP WEATHER PROOF FIXTURE INDICATION ® CEILING MOUNTED EXHAUST FAN w/ FLUORESCENT LIGHT FIXTURE ® CEILING MOUNTED EXHAUST FAN PDF created with pdfFactory Pro trial version www.Ddffactory.com __.. 1 ---- f-.-, _.. WP WP GREAT ROOM / 1 / I / I I I � II I II DINING II I / I / I / I I I I I I I 1. INDICATE THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT EXCEED 1.8 GALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NOTTO EXCEED 2.2 GALLONS PER MINUTE AT 60 PSI, AND MUST DEFAULT TO A MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI. CALGREEN SEC. 4.303.1.4.4 ADDTIONAL PLUMBING NOTE: NO UNDERFLOOR CLEANOUT SHALL BE LOCATED MORE THAN 20FT FROM THE CRAWL SPACE ACCESS. CPC SEC. 707.10 RECESSED CEILING EYEBALL TYPE LIGHT FIXTURE W/ MOTION SENSOR ® RECESSED CEILING LIGHT FIXTURE - L.C. RATED WALL MOUNTED EXT. FLOOD LIGHTS, WET LOCATION LISTED V WALL MOUNTED PHOTOCONTROLIMOTION SENSOR COMBINATION 45 FLOOD LIGHTS, WET LOCATION LISTED 0 FLUORESCENT LIGHT FIXTURE WI ACRYLIC LENSE CEILING RECESSED OR HANGING FLUORESCENT LIGHT FIXTURE w/ ACRYLIC LENSE CEILING FAN w/ LIGHT FIXTURE CEILING MOUNTED PENDANT LIGHT FIXTURE -0- CEILING SURFACE MOUNTED LIGHT FIXTURE IAA INATTICABOVE QAFI GFI WP PERMIT # \� BUTTE COUNTY DEVELOPMENT SERVICE REVIEWED FOR (� CODE COMPLIANCE DA7 1 2�_.__..-_ y-1 REVIEWED FOR CODE COMPLIANCE JUL 2 2 2015 TRB AND ASSOCIATES TITLE 24 DESIGN GIUDE ELECTRICAL: REFER TO THE CEC, AS AMENDED BY THE STATE AND LOCAL JURISDICTION KITCHEN LIGHTING INCLUDES ALL PERMANENTLY INSTALLED LIGHTING IN: A) ALL RECEPTACLE OUTLET LOCATIONS SHALL COMPLY WITH CEC. KITCHENS (NOTE: INTERIOR CABINET LIGHTING HAS A SEPARATE LIGHTING POWER ALLOTMENT) B) BATHITOOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY A MINIMUM OF ONE 20 -AMPERE ADJACENT SPACES THAT ARE NOT SEPARATELY SWITCHED, SUCH AS NOOKS AND DINING AREAS BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. THIS CIRCUIT MAY COMPLIANCE REQUIREMENTS: SERVE MORE THAN ONE BATHROOM. KITCHEN: C)ALL 125 -VOLT, SINGLE-PHASE, 15 -AND 20 -AMPERE RECEPTACLES INSTALLED IN 1. AT LEAST 50% HIGH -EFFICACY (CONTROLS OPTIONAL): HIGH -EFFICACY LUMINAIRES MUST BATHROOMS, GARAGES, BASEMENTS, OUTDOORS, KITCHEN COUNTERS AND AT WET BAR CONSTITUTE AT LEAST 50 % OF THE TOTAL RATED LIGHTING POWER IN KITCHENS. BECAUSE HIGH -EFFICACY SINKS SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION. LUMINAIRES TYPICALLY CONSUME LESS POWER THAN OTHER LUMINAIRES, ABOUT THREE-QUARTERS OF D) THE $MALL APPLIANCE BRANCH CIRCUITS FOR THE KITCHEN ARE LIMITED TO SUPPLYING THE LUMINAIRES IN THE KITCHEN ARE LIKELY TO BE HIGH EFFICACY. WHEN SWITCHED SEPARATELY FROM WALL AND COUNTER SPACE OUTLETS (THEY CANNOT SERVE THE DINING ROOM, OUTSIDE KITCHEN LIGHTING, THE LIGHTING FOR DINING AREAS, BREAKFAST NOOKS OR OTHER ADJACENT SPACES IS PLUGS, ITANGE HOOD DISPOSALS, DISHWASHERS OR MICROWAVES - ONLY THE REQUIRED NOT INCLUDED IN THE 50 % HIGH -EFFICACY CALCULATION.FOR BOTH LOW -EFFICACY AND HIGH -EFFICACY LUMINAIRES, COUNTE;RTOPAVALL OUTLETS INCLUDING THE REFRIGERATOR). THE INSTALLED LIGHTING POWER IS THE MAXIMUM RATED POWER (WATTS) OF THE LUMINAIRE, INCLUDING POWER E) LIGHTS IN CLOSETS SHALL BE INSTALLED WITH CLEARANCES AS DEFINED IN CEC. USED BY BALLASTS. THIS RATING MUST BE LISTED ON THE LUMINAIRE FOLLOWING UL STANDARDS. F) RECESSED LIGHT FIXTURES SHALL BE IC RATED. UNDERCABINET OR CABINET LIGHTING THAT PROJECTS LIGHT PRIMARILY OUTSIDE THE CABINETRY G) BATHROOM LIGHTING REQUIREMENTS: SEE TITLE 24 DESIGN GUIDE \\ H) ONE OUTLET ON A SEPARATE 20 -AMP CIRCUIT MUST BE PROVIDED FOR THE LAUNDRY REQUIREMENT. THIS INCLUDES PERMANENTLY INSTALLED, HIGH -EFFICACY UNDERCABINET LUMINAIRES AREA AND BE WITHIN SIX FEET OF THE INTENDED LOCATION OFTHEAPPLIANCE. THIS \ \\ CIRCUIT SHALL HAVE NO OTHER OUTLETS. INSTALLATIONS: EACH ELECTRICAL BOX WITH A BLANK COVER OR WHERE NO LUMINAIRE, SURFACE -MOUNTED CEILING 1) AT LEAST ONE GRADE -LEVEL GFCI-PROTECTED RECEPTACLE SHALL BE INSTALLED AT THE \\ FRONT AND BACK OF THE DWELLING. \ J) AT LEAST ONE WALL SWITCH -CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED IN �\ \\ EVERY HABITABLE ROOM, IN BATHROOMS, HALLWAYS, STAIRWAYS, ATTACHED GARAGE, 1 \ AND AT OUTDOOR ENTRANCES. EXCEPTION: IN HABITABLE ROOMS, OTHER THAN KITCHENS \ AND BAgEMENT, ONE OR MORE RECEPTACLES CONTROLLED BY A WALL SWITCH SHALL BE 11 PERMITTED IN LIEU OF ALIGHTING OUTLET. 1 K) LIGHTING SHALL BE PROVIDED AT ATTIC AND UNDER FLOOR CRAWL AREA WITH A LIGHTED I 1 SWITCH LOCATED AT THE OPENING. j I L) ELECTRICAL CONNECTIONS: 1. ALL ALUMINUM CONDUCTORS SIZE 1/0 AND LARGER SHALL j BE TERMINATED WITH A COMPRESSION TYPE CONNECTOR. AN OXIDATION INHIBITOR SHALL I BE USEQ ON ALL ALUMINUM CONNECTIONS. I M) CONDUCTOR WIRES WITH AN INSULATED NEUTRAL ANDA FOUR -PRONG OUTLETARE 1 DECKING REQUIRED FOR THE DRYERS AND COOKING UNITS. I N) A UFE_R GROUND AND 8' OF DRIVEN COPPER PIPE MUST BE USED FOR ELECTRICAL EACH LIGHTING LAYER THAT SERVES A UNIQUE FUNCTION SHOULD OPERATE INDEPENDENTLY. GROUNDING, O) THE ABOVE LIFER GROUND MUST BE KEPT AT LEAST 6' AWAY FROM THE DRIVEN COPPER I PIPE. 1 P) ALL OUTLETS IN BEDROOMS ARE REQUIRED TO BE ARC -FAULT (AFCI) CIRCUIT / INTERRIJPTER(S). (ALL BRANCH CIRCUITS THAT SUPPLY 125 -VOLT, SINGLE PHASE, 15 -AND HIGH -EFFICACY LUMINAIRE. 20- AMF>ERE RECEPTACLE OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE 2. VACANCY SENSORS: LOW -EFFICACY LIGHTING IN BATHROOMS MUST BE CONTROLLED BY PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER(S)) I Q) IN EVERY HABITABLE ROOM OR AREA OF DWELLING UNITS, RECEPTICLE OUTLETS SHALL 3. SWITCH SEPARATELY: CONTROL LIGHTING THAT IS INTEGRAL TO CEILING FANS SEPARATELY BE INSTALLED SO THAT NO POINT ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE FROM THE VENTILATION. THAN 6' MEASURED HORIZONTALLY FROM A WALL OR OPENING, 12' FROM ANOTHER OUTLET / IN THAT SPACE, INCLUDING ANY WALL SPACE TOR MORE IN WIDTH AND THE WALL SPACE / OCCUPIED BY FIXED PANELS IN EXTERIOR WALLS, BUT EXCLUDING SLIDING PANELS IN EXTERIOR WALL. THE WALL SPACE ALLOWED BY FIXED ROOM DIVIDERS I.E. BAR -TYPE / COUNTERS OR RAILINGS, SHALL BE INCLUDED IN THE 6/12 -FOOT MEASUREMENT. R) HIGH EFFICACY LUMINARIES MUST BE PIN BASED. S) LUMINARIES RECESSED IN INSULATED CEILINGS MUST MEET REQUIREMENTS OF CEC CODE. T) LIGHTING IN BATHROOMS, AND GARAGES: SEE TITLE 24 DESIGN GUIDE U) OTHER ROOMS: SEE TITLE 24 DESIGN GUIDE V) OUTDOOR LIGHTING: SEE TITLE 24 DESIGN GUIDE W) COMBINATION TYPE ARC -FAULT CIRCUIT INTERUPTERS (AFCI) SHALL BE INSTALLED IN ALL DWELLING UNIT FAMILY ROOMS, LIVING ROOMS, BEDROOMS, CLOSETS, HALLWAYS, AND SIMILAR ROOMS/ AREAS. X) ALL REQUIRED 15/20 AMPHERE RECEPTACLES LISTED IN SECTION 210.52 FOR DWELLING UNITS SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. Y) FIXTLJRES, LAMP HOLDERS & RECEPTACLES OUTLETS TO BE SECURELY SUPPORTED. A FIXUR,E THAT WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 16" IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER. OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING (PADDLE) FANS. (Z) TWO OR MORE 20 -AMP SMALL APPLIANCE BRANCH CIRCUITS TO BE EVENLY PROPOFRTIONED IN THE KITCHEN, PANTRY BREAKFAST ROOM, DINING ROOM OR SIMILAR ARE TO SEVERE ALL WALL AND FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER. AA) INDICATE THAT ALL OUTSIDE LUMINAIRES WILL BE MARKED AS"SUITABLE FOR WET LOCATIONS" PERMIT # \� BUTTE COUNTY DEVELOPMENT SERVICE REVIEWED FOR (� CODE COMPLIANCE DA7 1 2�_.__..-_ y-1 REVIEWED FOR CODE COMPLIANCE JUL 2 2 2015 TRB AND ASSOCIATES TITLE 24 DESIGN GIUDE GARAGES, LAUNDRY ROOMS & UTILITY ROOMS: COMPLIANCE REQUIREMENTS: KITCHEN LIGHTING INCLUDES ALL PERMANENTLY INSTALLED LIGHTING IN: 1. HIGH EFFICACY AND CONTROLS: HIGH -EFFICACY LUMINAIRES ARE REQUIRED IN GARAGES, LAUNDRY KITCHENS (NOTE: INTERIOR CABINET LIGHTING HAS A SEPARATE LIGHTING POWER ALLOTMENT) ROOMS AND UTILITY ROOMS, AND THESE MUST BE CONTROLLED BY A VACANCY SENSOR. ADJACENT SPACES THAT ARE NOT SEPARATELY SWITCHED, SUCH AS NOOKS AND DINING AREAS 2. GARAGE DOOR OPENERS: LIGHTING INTEGRAL TO GARAGE DOOR OPENERS DOES NOT HAVE TO BE COMPLIANCE REQUIREMENTS: HIGH EFFICACY WHEN THERE ARE NO MORE THAN TWO SCREW -BASE SOCKETS INTEGRATED BY THE KITCHEN: MANUFACTURER AND THE LIGHTS AUTOMATICALLY TURN ON AND OFF. 1. AT LEAST 50% HIGH -EFFICACY (CONTROLS OPTIONAL): HIGH -EFFICACY LUMINAIRES MUST CONSTITUTE AT LEAST 50 % OF THE TOTAL RATED LIGHTING POWER IN KITCHENS. BECAUSE HIGH -EFFICACY OTHER ROOMS: LUMINAIRES TYPICALLY CONSUME LESS POWER THAN OTHER LUMINAIRES, ABOUT THREE-QUARTERS OF THIS CATEGORY COVERS ANY ROOM OR AREA THAT IS NOT A KITCHEN, BATHROOM, THE LUMINAIRES IN THE KITCHEN ARE LIKELY TO BE HIGH EFFICACY. WHEN SWITCHED SEPARATELY FROM LAUNDRY ROOM, GARAGE, OR UTILITY ROOM, INCLUDING: KITCHEN LIGHTING, THE LIGHTING FOR DINING AREAS, BREAKFAST NOOKS OR OTHER ADJACENT SPACES IS . BEDROOMS - LIVING ROOMS - HOME OFFICES - NOT INCLUDED IN THE 50 % HIGH -EFFICACY CALCULATION.FOR BOTH LOW -EFFICACY AND HIGH -EFFICACY LUMINAIRES, DINING ROOMS (IF SWITCHED SEPARATELY FROM KITCHENS) THE INSTALLED LIGHTING POWER IS THE MAXIMUM RATED POWER (WATTS) OF THE LUMINAIRE, INCLUDING POWER NOOKS, IF SWITCHED SEPARATELY FROM KITCHEN LIGHTING USED BY BALLASTS. THIS RATING MUST BE LISTED ON THE LUMINAIRE FOLLOWING UL STANDARDS. HALLWAYS. ATTIC SPACES CLOSETS 70 FT2 AND LARGER UNDERCABINET OR CABINET LIGHTING THAT PROJECTS LIGHT PRIMARILY OUTSIDE THE CABINETRY COMPLIANCE REQUIREMENTS IS CONSIDERED PERMANENTLY INSTALLED LIGHTING AND COUNTS TOWARD THE 50 % HIGH -EFFICACY THREE COMPLIANCE OPTIONS ARE AVAILABLE FOR PERMANENTLY INSTALLED LIGHTING IN THIS REQUIREMENT. THIS INCLUDES PERMANENTLY INSTALLED, HIGH -EFFICACY UNDERCABINET LUMINAIRES RESIDENTIAL SPACE CATEGORY: THAT ARE NOT HARD -WIRED BUT PLUG IN TO KITCHEN WALL OUTLETS. BLANK ELECTRICAL BOXES FOR FUTURE 1. HIGH -EFFICACY LIGHTING INSTALLATIONS: EACH ELECTRICAL BOX WITH A BLANK COVER OR WHERE NO LUMINAIRE, SURFACE -MOUNTED CEILING 2. LOW -EFFICACY LIGHTING CONTROLLED BY A VACANCY SENSOR FAN OR OTHER ELECTRICAL EQUIPMENT HAS BEEN INSTALLED, IS COUNTED AS 180 WATTS OF LOW -EFFICACY 3. LOW -EFFICACY L-IGHTING CONTROLLED BY A DIMMER SWITCH LIGHTING POWER. THESE OPTIONS MAY BE USED IN COMBINATION WITH ONE ANOTHER; FOR EXAMPLE, HIGH -EFFICACY 2. LOW -EFFICACY LIGHTING MUST BE CONTROLLED: AFTER THE 50 % HIGH -EFFICACY REQUIREMENT DOWNLIGHTS AND DIMMABLE LOW -EFFICACY TRACK LIGHTS -- BOTH ON SEPARATE DIMMER SWITCHES - HAS BEEN MET ANY LOW -EFFICACY LIGHTING MUST BE EQUIPPED WITH DIMMERS VACANCY MAY BE INSTALLE D IN THE SAME LIVING ROOM. SENSORS 0 R A LIGHTING CONTROL SYSTEM THAT PRO VIDES ONE OR BOTH OF THESE FUNCTIONS. CHOOSE HIGH -EFF ICA Y LUMINAIRES AND DIMMER SWITCHES TO EXCEED CODE REQUIREMENTS C 3. EARN MORE LOW -EFFICACY LIGHTING: IF ALL LIGHTING, BOTH HIGH -EFFICACY AND LOW -EFFICACY, IS IMPROVE EFFICIENCY AND MAKE LIGHTING ADJUSTABLE IN AREAS LIKE BEDROOMS, LIVING ROOMS AND CONTROLLED BY DIMMERS, VACANCY SENSORS OR A LIGHTING CONTROL SYSTEM, THE STANDARDS ALLOW DINING ROOMS, WHERE DIFFERENT ACTIVITIES CALL FOR VARYING LIGHT LEVELS. ADDITIONAL CONTROLLED LOW -EFFICACY LIGHTING TO BE INSTALLED IN KITCHENS BEYOND THE 50 % MAXIMUM: UP TO 50 WATTS IN UNITS 2,500FT2 OR SMALLER, AND UP TO 100 WATTS IN UNITS LARGER OUTDOOR LIGHTING: THAN 2,500FT2. THERE IS NO LIMIT TO HOW MUCH HIGH -EFFICACY LIGHTING MAY BE INSTALLED. COMPLIANCE REQUIREMENTS 4. MANUAL CONTROL: ALL LIGHTING MUST HAVE READILY ACCESSIBLE MANUAL CONTROLS, 1. HIGH EFFICACY (OR CONTROLS: ALL LIGHTING ATTACHED TO THE EXTERIOR OF A RESIDENTIAL BUILDING OR ALLOWING OCCUPANTS EASY CONTROL OF LIGHTING IN THE SPACE. TO O?HER BUILDINGS ON THE SAME LOT MUST FOLLOW ONE OF THESE TWO COMPLIANCE STRATEGIES: 5. SEDARATE CONTROL OF HIGH -EFFICACY AND LOW -EFFICACY LIGHTING: ALL HIGH -EFFICACY ALL HIGH -EFFICACY LIGHTING LUMINARIES MUST BE CONTROLLED SEPARATELY FROM ALL LOW -EFFICACY LUMINAIRES. ADDITIONALLY, LOW -EFFICACY LIGHTING CONTROLLED BY A MOTION SENSOR AND A PHOTOCONTROL, ASTRONOMICAL EACH LIGHTING LAYER THAT SERVES A UNIQUE FUNCTION SHOULD OPERATE INDEPENDENTLY. TIME CLOCK OR EMCS TO AUTOMATICALLY REDUCE LIGHTING ENERGY USE WHEN SUFFICIENT DAYLIGHT IS AVAILABLE BATHROOM: 2. MANUAL CONTROL: LIGHTING MUST BE CONTROLLED BY A MANUAL ON / OFF SWITCH THAT IS NOT COMPLIANCE REQUIREMENTS CAPABLE OF TURNING ON ANY LIGHTING THAT HAS BEEN SHUT OFF BY AN AUTOMATIC LIGHTING CONTROL. 1. ONE HIGH -EFFICACY LUMINAIRE: EACH BATHROOM MUST HAVE AT LEAST ONE 3. TEMPORARY MOTION SENSOR OVERRIDES: MOTION SENSORS MAY HAVE A TEMPORARY OVERRIDE HIGH -EFFICACY LUMINAIRE. FUNCTION THAT ALLOWSLUMINAIRES TO STAY SWITCHED ON REGARDLESS OF MOTION DETECTION, 2. VACANCY SENSORS: LOW -EFFICACY LIGHTING IN BATHROOMS MUST BE CONTROLLED BY BUT THE MOTION SENSOR MUST AUTOMATICALLY REACTIVATE WITHIN SIX HOURS. VACANCY SENSORS. 3. SWITCH SEPARATELY: CONTROL LIGHTING THAT IS INTEGRAL TO CEILING FANS SEPARATELY FOR MORE INFO. FROM THE VENTILATION. HTTP://CLTC.UDAVIS.EDU/TITLE-24-RESIDENTAL-LIGHTING-DESIGN-GUIDE PREPARED BY Terra MANUFACTURING AODRESS: 3650 MORROW LANE CHICO, CALIFORNIA 95928 SIERRA LOG HOMES WEB ADDRESS: www.sierraloghomes com PH: 530-899-0680 FAX: 530-899-0688 EMAIL ADDRESS: Larry@sierraloghomes.com COPYRIGHT 2010 SIERRA LOG HOMES ALL RIGHTS RESERVED. NO DRAWINGS OR BUILDING FROM THE4E DRAWINGS MAY BE REPRODUCED WITHOUT DIRECT PERMISSION FROM SIERRA DESIGN GROUP ENGINEERF-D BY BLH INC. STRUCTURAL ENGINEERING CONSTRUCTION CONSULTING EXPERT TESTIMONY BARRY LEE HOUSEAL 33 Sarteano Dr. (949) 715-3700 Newport Coast, CA. 92657 (949) 715-3600 fax PLANS PREPARED BY C. I PROJECT INFORMATION I ADAMS RESIDENCE: Current Address: CLINT ADAMS 57 ZONALEA LANE CHEROKEE, C,4. 95965 (530)321-1607 Job Site Address: APN #056-170-058 VINCENT LONE COHASSET, CA. 95973 BUTTE COUNTY Ph: 530-538-7601 Fax: 530-538-2140 DRAWING NOTES/REVISIONS I 03/21/16 - DESIGN CONCE=PT 03/25/16 - PRE -ENGINEERING 04/14/16 - SUBMITTAL 07/07/16 - PLAN CHECK LOG SPECIFICATIONS _j 9 IN. LOG 8.. 00 (STACK HEIGHT) m 21SE H--y-♦--61/2" (OFFSET) ' A I DATE SCALE 03/21/16 1/411 = 1'-0" SHEET TITLE FIRST FLOOR ELECTRICAL SHEET NUMBER E ► � PDF create with pdfFactory Pro trial version wm.DdffactorV.com I iF I, I T m OTHER BATH NOTES: ✓�/1� 1. THE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS SHALL NOT EXCEED 1.28 GALLONS PER FLUSH. CALGREEN SEC. 4.303.1.1 2. THE SHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 2.0 GALLONS PER MINUTE AT 80 PSI. CALGREEN SEC. 4.303.1.3.1 3. MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT EXCEED 1.5 GALLONS PER MINUTE AT60 PSI. CALGREEN SEC. 4.303.1.4.1 NOTE BATHROOM FANS: FANS IS TO BE USED FOR LOCAL VENTILATION EXHAUST. MINIMUM 50 CFM FAN TESTED AT A STATIC PRESSURE OF.25 WC _ AND RATED @ 3 SONES OR LESS REQUIRED TO BE INSTALLED. FAN MUST BE ATTACHED TO A MINIMUM 4" DUCT AND NO LONGER THAN 70' OF FLEX DUCT. SUBTRACT 15' OF ALLOWED LENGTH FOR EACH ELBOW.BATH EXHAUST FAN TO BE CONTROLLED BY HUMIDSTAT CONTROLED WITH CAPABLE ADJUSTMENT OF 50 % 80% HUMIDITY. SECOND FLOOR ELECTRICAL PLAN LEGEND i"N CONDUIT CONCEALED IN CEILING 220 220 VOLT OUTLET FOR APPLIANCE ON DEDICATED CIRCUIT 110 VOLT DUPLEX WALL OUTLET INSTALLED ABOVE COUNTER, +45"A .F.F. TYP., U.N.O. (ALL 125 SINGLE PHASE 15 & 20 -AMP BRANCH CIRCUITS TO BE TAMPER-RESISTANT RECEPTACLES.) 110 VOLT DUPLEX WAI-L OUTLET, 12" A.F.F. TYP., U.N.O (ALL 125 SINGLE PHASE 15 & 20 -AMP BRANCH CIRCUITS TO BE TAMPER-RESI;3TANT RECEPTACLES.) TV CABLE & PHONE LINES (PER CLIENT) T THERMOSTAT WIRING SINGLE POLE WALL SWITCH, +44' TYP. U.N.O. m 3 -WAY SWITCH, +44" TYP- U.N.O. 4 -WAY SWITCH, +44" TYP- U.N.O. DIMMER SWITCH, +44' TYP. U.N.O. WALL MOUNTED LIGHT FIXTURE Q FLOOR OUTLET DOUBLE QC CEILING OUTLET DOUBLE ® SMOKE DETECTOR --AC/DC POWERED AND INTER -CONNECTED ® CARBON MONOXIDE RECTOR/ EXPLOSIVE GAS SENSOR/ ALARM AFI ARC FAULT INTERRUPT CIRCUIT GFI GROUND FAULT INTEIIRUPT CIRCUIT WP WEATHER PROOF FIXTURE INDICATION ® CEILING MOUNTED EXHAUST FAN w/ FLUORESCENT LIGHT FIXTURE (D CEILING MOUNTED EXHAUST FAN §4 RECESSED CEILING EYEBALL TYPE LIGHT FIXTURE W/ MOTION SENSOR ® RECESSED CEILING LIGHT FIXTURE - L.C.RATED WALL MOUNTED EXT. FLOOD LIGHTS, WET LOCATION LISTED WALL MOUNTED PHOTOCONTROUMOTION SENSOR COMBINATION FLOOD LIGHTS, WET LOCATION LISTED 0 FLUORESCENT LIGHT FIXTURE wl ACRYLIC LENSE CEILING RECESSED OR HANGING FLUORESCENT LIGHT FIXTURE wIACRYLIC LENSE CEILING FAN w/ LIGHT FIXTURE CEILING MOUNTED PENDANT LIGHT FIXTURE CEILING SURFACE MOUNTED LIGHT FIXTURE IAA IN ATTIC ABOVE 04 ►41 PERMIT# IF-) \\0 mJ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR f�COD�Ei COMPLIANCE DATE b I Z'`0� t ( BY_-0LL- REVIEWED FOR CODE COMPLIANCE Jill.- [ 1 UI PREPARED BY MANUFACTURING ADDRESS: 3650 MORROW LANE CHICO, CALIFORNIA 95928 SIERRA LOG HOMES WEB ADDRESS: www.sierraloghomes.com PH: 530-899-0680 FAX: 530-899-0688 EMAIL ADDRESS: Larry@sierral og homes.com COPYRIGHT 2010 SIERRA LOG HOMES ALL RIGHTS RESERVED. NO DRAWINGS OR BUILDING FROM THESE DRAWINGS MAY BE REPRODUCED WITHOUT DIRECT PERMISSION FROM SIERRA DESIGN GROUP ENGINEERCHD BY BLH INC. STRUCTURAL ENGINEERING CONSTRUCTION CONSULTING EXPERT TESTIMONY BARRY LEE HOUSEAL 33 Sarteano Dr. (949) 7153700 Newport Coast, CA. 92657 (949) 7153800 fax PLANS PREPARED BY 9 C. PROJECT INFORMATION I ADAMS RESIDENCE: Current Address: CLINT ADAMS 57 ZONALEA LANE CHEROKEE, CA. 95965 (530)321-1607 Job Site Address: APN #056-170-058 VINCENT LANE COHASSET.CA 95973 BUTTE COUNTY Ph: 530-538.7601 Fax: 530-538.2140 DRAWING NOTEVREVISIONS I 03/21/16 - DESIGN CONCEPT 03/25/16 - PRE -ENGINEERING 04/14/16 - SUBMITTAL 07/07/16 - PLAN CHECK I LOG SPECIFICATIONS I (STACI 9 IN. LOG DATE SCALE 03/21/16 1/410 = 11-0" SHEET TITLE SECOND FLOOR ELECTRICAL SHEET NUMBER E2 GENERAL CONDITIONS: 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DETAILS AND JOB SITE CONDITIONS PRIOR TO COMMENCING WORK AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 2. ALL CONSTRUCTION AND METHODS SHALL BE IN STRICT CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE 2013 CBC & CRC, AND FULLY COMPLY WITH ICC STANDARD 400-07 PER CHAPTER 23 OF 2013 CBC TOGETHER WITH APPLICABLE CAL GREEN BUILDING CODES OF 2013 & MUNICIPAL, STATE, AND FEDERAL REGULATIONS. 3. ALL WORK IS SUBJECT TO BUILDING DEPARTMENT FIELD INSPECTOR'S APPROVAL. 4. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKMEN, AND ALL OTHER PERSONS DURING CONSTRUCTION. 5. THE ENGINEER IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT APPROVAL FROM THE ENCSINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. 6. ADDITIONAL LAYOUTS AND/OR PLANS (SITE PLAN, PLUMBING, HEATING AND VENTILATION, MECHANICAL, ETC.) BY OTHERS, UNLESS OTHERWISE NOTED OR INDICATED ON THE DRAWINGS. 7. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE PLANS OR CALLED FOR IN THE NOTES OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE OF SIMILAR CHARACTER TO CONDITIONS SHOWN ON THE PLANS AND SHALL BE REVIEWED BY THE ENGINEER AND OWNER PRIOR TO CONSTRUCTION 8. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PU[3LIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC... 9. ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE CONTRACTOR OR OWNER. RESPONSIBILITY OF THE 100] a MAN 1150 ff 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UNDERGROUND rACILITIES OR OTHER BURIED OBJECTS WHICH MAY BE ENCOUNTERED BUT WHICH ARE NOT SHOWN ON THESE PLANS LOCATIONS AND DEPTHS OF ANY EXISTING UTILITIES THAT MAY OR MAY NOT BE SHOWN ON THESE PLANS ARE APPROXIMATE AND MAY NOT BE COMPLETE. 2. FOUNDATION DESIGN IS BASED UPON AN SOIL BEARING CAPACITY PER DESIGN LOADS. 3. THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY UNUSUAL SOIL CONDITIONS SUCH AS ORGANIC SOILS, CLAY POCKETS, OR UNCERTIFIED FILLS SHALL BC BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 4. ALL EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE BUILDING OFFICIAL BEFORE CONCRETE IS POURED. FOOTINGS SHALL EXTEND TO FIRM, UNDISTURBED NATIVE SOIL 12 INCHES MINIMUM BELOW EXISTING GRADE, OR AS DIRECTED BY THE ENGINEER, WHICHEVER IS LOWEST. ENGINEERED FILL MAY BE USED AS EXISTING GRADE PROVIDED TESTS ARE PRESENTED TO THE ENGINEER OF A 90 % RELATIVE COMPACTION PER ASTM 1557. 5. FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 6. USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN WITH 12" DRAIN ROCK BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. 7. THE BOTTOM OF ALL FOOTING EXCAVATIONS SHALL BE CLEAN AND LEVEL. 8. ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5 %AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. 9. FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL ANCHOR BOLTS, HOLDOWN ANCHORS OR STRAPS, AND EMBEDMENTS, PRIOR TO PLACEMENT OF CONCRETE AND/OR INSTALLATION OF STRUCTURAL FRAMING MEMBERS. 11. ANCHOR BOLTS TO BE 5/8" DIAMETER X WITH 7" EMBEDMENT INTO CONCRETE SPACED AT 4'-0" O.C. MAXIMUM UNLESS OTHERWISE NOTED ON PLANS, SHEARWALL SCHEDULE, OR DETAILS. BOLTS SHALL BE LOCATED WITHIN 12" OF EACH END OF 2X SILL PLATE WITH A MINIMUM OF TWO ANCHOR BOLTS PER SILL PLATE. ANCHOR BOLTS SHALL HAVE 3"X3"X.229" WASHER. 12. ALL HOLDOWN ANCHOR BOLTS, COLUMN BASE PLATES, ETC, SHALL BE WIRED AND TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE. 13. THE CONCRETE CONTRACTOR AND FRAMING CONTRACTOR SHALL COORDINATE THE PLACEMENT OF ALL HOLDOWN ANCHORS, COLUMN BASE PLATES, ETC. PRIOR TO FOUNDATION INSPECTION AND PLACEMENT OF CONCRETE. CONCRETE: 1. ALL FOUNDATION CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4" AND A MINIMUM F'c=2500 PSI @ 28 DAYS (UNO). AGGREGATE SIZE SHALL BE A MAXIMUM OF 1-1/2" IN FOUNDATIONS AND 3/4" AT ALL OTHER LOCATIONS. 1A. CONCRETE FOR ICF WALLS SHALL HAVE A FREE-FLOW, SELF -COMPACTING SLUMP, MINIMUM F'c=2500 PSI @ 28 DAYS, WITH 3/8" - MAX 1/2" AGGREGATE, OR SIMILAR APPROVED. 3/8" PEA GRAVEL AGGREGATE MAY BE USED. 2. CURING COMPOUND SHALL BE SPRAYED ON ALL EXPOSED SURFACES IMMEDIATELY AFTER FINAL TROWELING. 3. ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. 4. AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, % BY WEIGHT. PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45 5. CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCI= TO THE LATEST EDITION OF THE ACI CODE AND CBC APPENDIX, CHAPTER 19. 6. WATER PROOFING OF FOUNDATIONS, RETAINING WALLS, AND SLAB ON GRADE IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 7. VIBRATE CONCRETE AROUND ALL BOLTS, REBAR AND SURFACES. 8. CONSTRUCTION JOINTS SHALL BE CLEAN AND WET PRIOR TO POURING CONCRETE. 9. CONCRETE SHALL HAVE A WATER -CEMENT RATIO OF 0.45 LB./LB. OR LESS. 10. CONCRETE SHALL BE AIR ENTRAINED A MINIMUM OF 5 % AND MAXIMUM OF 7%. 11. SHRINKAGE AT 28 DAYS SHALL NOT EXCEED 0.055 % FOR DRY CURING. 12. MINIMUM CONCRETE TENSILE SPLITTING STRENGTH SHALL BE 390 PSI. 13. ALL PROJECTING CORNERS OF SLABS, BEAMS, COLUMNS, ETC. SHALL BE FORMED WITH A 3/4" CHAMFER, UNLESS SPECIFICALLY NOTED OTHERWISE. CONCRETE SLAB CONSTRUCTION: 1. GRAVEL OR SAND BASE SHOWN IS TO PROVIDE STRUCTURAL BASE FOR SLAB ONLY. NO PROVISIONS FOR PREVENTING GROUNDWATER INFILTRATION OR DAMPNESS OF THE SLAB ARE INCLUDED. IF BUILDING USE WILL BE SUCH THAT SLAB MUST BE DRY AT ALL TIMES, DAMP -PROOFING WITH PEA GRAVEL BASE, VISQUEEN AND 2" SAND TOPPING IS RECOMMENDED. 2. SLABS ON GRADE SHALL BE 4" THICK AND PLACED OVER 2" MINIMUM OF SAND BASE COMPACTED TO A MINIMUM OF 90 % RELATIVE COMPACTION. 3. CRACK CONTROL JOINTING IS DESIGNED BY THE CONTRACTOR, UNLESS SHOWN ON FOUNDATION PLAN. THE MAXIMUM SPACING OF JOINTS SHALL NOT EXCEED 30' IN ANY DIRECTION. 4. THE 10 MIL VAPOR BARRIER MEMBRANE SHALL BE INSTALLED WITHOUT ANY HOLES OR AREAS THAT ARE UNCOVERED. ALL SEAMS SHALL BE OVERLAPPED AND SEALED CONTINUOUSLY WITH TAPE SO THAT VE SEAMS ARE VAPOR TIGHT. WHERE OBJECTS PROTRUDE THROUGH THE VAPOR BARRIER, SUCH AS PIPES, THE VAPOR BARRIER SHALL BE COMPLETELY SEALED AROUND THE OBJECT. ALL TEARS OR PUNCTURES SHALL BE COMPLETELY REPAIRED BEFORE PLACEMENT OF SAND AND CONCRETE. 5. REINFORCEMENT 4X4 SLAB MESH OR 93 REBAR @ 18" O.C. SHALL BE LOCATED IN THE CENTER OF THE SLAB. MASONRY: 1. CEMENT MASONRY UNITS SHALL CONFORM TO CBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. 2. F'M MIN. SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER CBC SECTION 2105.3. 3. EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. 4. LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0". 5. LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL. PDF creatod with pdfFactory Pro trial version www.pdffactory.com FRAMING / LUMBER 1. ALL WOOD BEARING ON CONCRETE SHALL BE PRESSURE TREATED DOUGLAS FIR LARCH. 2. ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION. 3. LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PRE -DRILLED HOLES OF 2/3 THE SHANK DIAMETER. 4. HOLES FOR BOLTS SHALL BE BORED WITH A BIT 1/32" TO 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER. 5. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY NOTED OR DETAILED. 6. PLYWOOD SHEATHING SHALL CONFORM TO PS 1-95. UNLESS NOTED OTHERWISE, ROOF SHEATHING SHALL BE CDX APA RATED OR O.S.B. THICKNESS SHALL BE PER APA LOAD TABLES BASED UPON ROOF LIVE LOADS AND FRAMING SPACING. MAXIMUM UNFRAMED HOLES IN SHEATHING SHALL BE 3" IN DIAMETER. SEE PLANS FOR ROOF, FLOOR, AND SHEARWALL SHEATHING AND NAILING. 7. ALL FRAMING ANCHORS, CLIPS, STRAPS, HANGERS, HOLDOWNS, ETC., SHALL BE MANUFACTURED SIMPSON STRONG -TIE COMPANY OR EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 8. NAILING SCHEDULE PER TABLE R602.3 OF THE 2013 CRC 9. WHERE A WALL IS LABELED AS A SHEARWALL, SUCH WALL SHALL BE CONTINUOUSLY SHEAR PANELED AND NAILED AS REQUIRED PER SCHEDULE FROM THE ROOF PLYWOOD TO FOUNDATION SILL PLATE. WHERE A FLOOR OR OTHER ELEMENT DISRUPTS THE CONTINUOUS PANELING, SPECIAL DETAILING IS REQUIRED. WHERE SPECIAL DETAILING IS NOT PROVIDED, CONNECTIONS SHALL BE REQUESTED BY CONTRACTOR. 10.2X SOLID BLOCKING SHALL BE PROVIDED OVER ALL BEARING WALLS, SHEARWALLS, OR OTHER SUPPORTS, AND AT MID -SPAN OF FLOOR JOISTS AND ROOF FRAMING U.N.O. WHERE MANUFACTURED "I" JOISTS ARE SPECIFIED, BLOCKING REQUIREMENTS LISTED HEREIN ARE TO BE CONSIDERED MINIMUMS AND MAY BE INCREASED AS PER MANUFACTURER'S RECOMMENDATIONS. 11. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR LARCH OF THE FOLLOWING GRADES UNLESS OTHERWISE NOTED: 2X & 4X STRUCTURAL LIGHT FRAMING ............. #2 GRADE 2X & 4X JOISTS AND PLANKS ...................#2 GRADE 4X & 6X BEAMS AND POSTS ...................#1 GRADE PLYWOOD ................................. APA RATED SHEATHING,GRADE CDX, UBC STD 25-9 GLU-LAM TIMBER: ANSVAITC A190.1-1983 SIMPLE SPANS ......... 24F -V4 DF/DF (OR PORT ORFORD) COMBINATION CANTILEVERS .........24F -V8 DF/DF (OR PORT ORFORD) COMBINATION 12. ALL STUDS TO HAVE DOUBLE TOP PLATES OF THE SAME DIMENSION AS THE STUDS. PLATES TO BE LAPPED A MINIMUM OF 48" BETWEEN SPLICES AND SHALL BE CONNECTED TOGETHER WITH A MINIMUM OF 12-16D NAILS UNLESS OTHERWISE NOTED. 13. ALL MANUFACTURED WOOD PRODUCTS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 14. BOISE CASCADE, TRUSS JOIST MACMILLAN OR EQUIVALENT SHALL MANUFACTURE LAMINATED VENEER LUMBER (LVL). MINIMUM DESIGN PROPERTIES SHALL BE AS FOLLOWS: SPECIFICATION FB(PSI) FV(PSI) FCT(PSI) FCLL(PSI) E(PSI) MICROLLAM LVL 2600 285 750 2510 1.9E6 TIMBERSTRAND LVL 2250 400 750 1950 1.5E6 PARALLAM PSL 2900 290 750 2900 2.OE6 15. MANUFACTURED "I" JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480. USE A MANUFACTURED RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. 16. SAWN FLOOR JOISTS AND ROOF RAFTERS SHALL BE SIZED PER 2013 CBC TABLES 2308.8 AND 2308.10.3 RESPECTIVELY UNLESS OTHERWISE NOTED. 17. PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT FOR ALL OTHER EQUIPMENT OF FURNISHINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... SHALL BE PROVIDED BY CONTRACTOR OR OWNER. 18. SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR OR HEM FIR WITH 5/8" DIAMETER ANCHOR BOLTS LOCATED AT 6'-0" O.C. U.N.O. AND V-0" MAXIMUM FROM END U.N.O. ON SHEARWALL SCHEDULE. 19. PROVIDE 3" x 3" x 0.229" PLATE WASHERS ON ALL FOUNDATION ANCHOR BOLTS. 20. WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED (NOT INCLUDING HOLDOWN ANCHORS), USE 5/8" DIA. HILTI QWIK-BOLT WITH 7" EMBEDMENT IN CONCRETE, AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. IF THE LOCATION IS CLOSE TO AN EDGE, ENGINEER'S APPROVAL IS REQUIRED PRIOR TO INSTALLATION. 21. SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. 22. ALL HANGERS AND FRAMING HARDWARE SPECIFIED SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, OR SIMILAR APPROVED. 23. FIRE BLOCK WOOD STUD WALLS AT MID -HEIGHT OR MORE AS REQUIRED BY GOOD CONSTRUCTION PRACTICE, 10' MAXIMUM O.C. 24. STUDS SHALL BE STUD GRADE OR D.F #2. IN NO INSTANCE SHALL A STUD WALL BE USED TO RETAIN SOIL OR RESIST LATERAL PRESSURE DUE TO SNOW LOADING. IN CASE OF SNOW BUILD-UP AGAINST A STUD WALL, THE OWNER SHALL BE RESPONSIBLE TO ELIMINATE SNOW TO STUD WALL CONTACT. 25. ALL POSTS SHALL BE DOUGLAS FIR LARCH #1 U.N.O. 26. CARRY ALL UPPER LEVEL POSTS INTO LOWER LEVELS AND PROVIDE SOLID BLOCKING UNDER ALL POSTS IN FLOORS. 27. THE LOAD SHALL BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, U.N.O. 28. ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16D NAILS AT 6" O.C. U.N.O. 29. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH #1, U.N.O. 30. GLUE -LAMS SHALL BE SPECIFIED ON PLANS. GLUE -LAMS EXPOSED TO WEAT,-iER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED -LAMINATED FABRICATION SHALL BE PERFORMED IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH CBC CODES. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH CBC CODES. 31. MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL BE SPECIFIED CN PLANS. 32. SPLICE ALL BEAMS OVER SUPPORTS. 33. WHERE (3) OR MORE TRIMMERS ARE SPECIFIED, THOSE TRIMMERS ARE TO BE STACKED IN ALL WALL FRAMING AND SOLID BLOCKED AT THE FLOOR LEVEL CONTINUOUS DOWN TO THE FOUNDATION. 34. ALL NAILS SHALL BE BOX, MACHINE, OR GREEN SINKERS AS SPECIFIED. WHERE EXPOSED TO WEATHER, NAILS SHALL BE GALVANIZED. 35. ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUM. LARGER MEMBERS MAY BE SUBSTITUTED AT THE CONTRACTOR'S OPTION. 36. WHEN USING "GREEN" OR UN -SEASONED LUMBER, CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF THE ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. ANY SYSTEM USED TO ALLEVIATE THE EFFECTS OF SHRINKAGE SHALL BE REVIEWED BY THE ENGINEER PRIOR TO USE. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR DAMAGE TO FRAMING MEMBERS OR FINISHES DUE TO THE EFFECTS OF SHRINKAGE. STEEL: 1. REINFORCING STEEL SHALL CONFORM TO THE PROVISIONS OF ASTM A-615, GRADE 40 FOR #3 BARS AND SMALLER AND ASTM A-615, GRADE 60 FOR #4 BARS AND LARGER. ALL REBAR TO BE DEFORMED AND ALL SPLICES SHALL NOT BE LESS THAN 40 BAR DIAMETERS OF THE LARGER BAR. HORIZONTAL LAPS IN ADJACENT BARS SHALL BE STAGGERED 5' - 0" MINIMUM. NON -CONTACT LAP SPLICES SHALL BE SPACED THE LEAST OF 1/5 LAP LENGTH, OR 6". 2. REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER: 1 1/2" #6 BARS AND LARGER: 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" 3. #5 AND LARGER REBAR SHALL NOT BE RE -SENT. 4. ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY POSITIONED BEFORE AND DURING CONCRETE PLACEMENT. 5. ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. 6. BOLTS, NUTS, AND LAG SCREWS SHALL CONFORM TO THE PROVISIONS OF ASTM A-307, GRADE A OR EQUIVALENT. 7. ALL STRUCTURAL STEEL SHALL CONFORM TO THE PROVISIONS OF ASTM A-36 FOR W -SHAPES, M -SHAPES, HP -SHAPES, CHANNELS, ANGLES, STRUCTURAL TEES, AND PLATE STEEL. STRUCTURAL STEEL SHALL BE ASTM A53, TYPE E OR S, GRADE "B" FOR PIPE AND ASTM A500, GRADE "B" FOR TUBE STEEL. 8. ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY SPECIFICATIONS. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS. 9. ALL WELDING ELECTRODES SHALL BE E70kX OR SHIELDED WIRES WITH FY>70 KSI. WALL LOGS (WALL TIMBERS) (WESTERN WOODS): 1. ALL LOGS SHALL CARRY A TPI (TIMBER PRQDUCTS INSPECTION) GRADING STAMP AND OR GRADING CERTIFICATION OF WALL LOG 40 OR BETTER. ALSO AS PER GFRADE CALLED OUT BY PROJECT ENGINEER. 2. WESTERN WOODS VALUES SHALL BE AS FOLLOWS: SPECIFICATION FB(PSI) FT (PSI) FV (PSI) FC PER (PSI) FC PAR(PSI) MOE PREMIUM 950 650 115 315 600 1100000 WALL LOG -40 550 375 115 315 350 800000 3. DIAMETER OF LOG SPECIFIED IS TO BE MINIMUM "TIP" DIAMETER PROVIDED. HEADERS & RIDGES & POSTS (WESTERN WOODS): 1. ALL LOGS/ BOARDS SHALL CARRY A SRT C3RADING STAMP AND OR GRADING CERTIFICATION. 2. WESTERN WOODS DESIGN VALUES SHALL BE AS FOLLOWS: SPECIFICATION FB(PSI) FT (PSI) FV (PSI) FC PER (PSI) FC PAR(PSI) MOE #1 1100 600 115 315 550 1100000 #2 900 500 115 315 475 1100000 3. DIAMETER OF LOG SPECIFIED IS TO BE MINIMUM "TIP" DIAMETER PROVIDED. WALL LOGS (WALL TIMBERS) (INCENSE CEDAR) 1. ALL LOGS SHALL CARRY A TPI (TIMBER PRODUCTS INSPECTION) GRADING STAMP AND OR GRADING CERTIFICATION OF WALL LOG 40 OR BETTER. ALSO AS PER GRADE CALLED OUT BY PROJECT ENGINEER. 2. INCENSE CEDAR DESIGN VALUES SHALL BE AS FOLLOWS: SPECIFICATION FB(PSI) FT (PSI) FV (PSI) FC PER (PSI) FC PAR(PSI) MOE PREMIUM 1250 850 155 565 875 900000 WALL LOG -40 725 475 155 565 525 700000 3. DIAMETER OF LOG SPECIFIED IS TO BE MINIMUM "TIP" DIAMETER PROVIDED. HEADERS & RIDGES & POSTS (INCENSE CEDAR): 1. ALL LOGS/ BOARDS SHALL CARRY A SRT C3RADING STAMP AND OR GRADING CERTIFICATION. 2. INCENSE CEDAR DESIGN VALUES SHALL BE AS FOLLOWS: SPECIFICATION FB(PSI) FT (PSI) FV (PSI) FC PER (PSI) FC PAR(PSI) MOE #1 1400 775 150 565 850 900000 #2 1150 650 150 565 700 900000 3. DIAMETER OF LOG SPECIFIED IS TO BE MINIMUM'TIP" DIAMETER PROVIDED. WALL LOGS (WALL TIMBERS) (DOUG FIR SOUTH): 1. ALL LOGS SHALL CARRY A TPI (TIMBER PRODUCTS INSPECTION) GRADING STAMP AND OR GRADING CERTIFICATION OF WALL LOG 40 OR BETTER. 2. DOUG FIR DESIGN VALUES SHALL BE AS FOLLOWS: SPECIFICATION FB(PSI) FT (PSI) FV (PSI) FC PER (PSI) FC PAR(PSI) MOE PREMIUM 1450 975 165 520 925 1200000 WALL LOG -40 825 550 165 520 525 1000000 3. DIAMETER OF LOG SPECIFIED IS TO BE MINIMUM "TIP" DIAMETER PROVIDED. HEADERS & RIDGES & POSTS POUG FIR SOUTH): 1. ALL LOGS/ BOARDS SHALL CARRY A SRT C3RADING STAMP AND OR GRADING CERTIFICATION. 2. DOUG FIR DESIGN VALUES SHALL BE AS rOLLOWS: SPECIFICATION FB(PSI) FT (PSI) FV (PSI) FC PER (PSI) FC PAR(PSI) MOE #1 1600 900 165 520 875 1200000 #2 1350 750 165 520 725 1200000 3. DIAMETER OF LOG SPECIFIED IS TO BE MINIMUM "TIP" DIAMETER PROVIDED. DESIGN LOADS: 1. FOUNDATION DESIGN IS BASED UPON AN ASSUMED SOIL BEARING CAPACITY OF 1500 PSF. PER ALTERNATIVE MATERIALS & METHOD:3 REQUEST 2. ALL DESIGN LOADS ARE PER CBC CHAPTER 16. 3. GROUND SNOW LOAD: 37 PSF (2120 ELEVATION) 4. SIESMIC CATEGORY: D 5. WIND SPEED: 110 MPH (VULT), EXP S 6. FLOOR LOAD: 40 PSF 7. FROST DEPTH: 12" PERMIT # &t , Q `�S- BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE f� DATE /(15 �I � v_ REVIEWED FOR CODE COMPLIANCE JUL 2 2 2016 TRI: AP:D ASSOCIATES . W9.3 . . . 90_ ; • Terra Ic.>�•s 1�c�>t»c-•� MANUFACTURING ADDRESS: 3650 MORROW LANE CHICO, CALIFORNIA 95928 SIERRA LOG HOMES WEB ADDRESS: www.sierraloghomes.com PH: 530-899-0680 FAX: 530-899-0688 EMAIL ADDRESS: Larry@sierraloghcmes.com COPYRIGHT 2010 SIERRA LOG HOMES ALL RIGHTS RESERVED. NO DRAWINGS OR BUILDING FROM THESE DRAWINGS MAY BE REPRODUCED WITHOUT DIRECT PERMISSION FROM SIERPA DESIGN GROUP ENGINEERF-D BY BLH INC. STRUCTURAL ENGINEERING CONSTRUCTION CONSULTING EXPERT TESTIMONY BARRY LEE HOUSEAL 33 Sarteano Dr. (949) 715-3700 Newport Coast, CA. 92657 (949) 715-3800 fax ENGINEER STAMP REF: 0100 1 PROJECT INFORMATION I ADAMS RESIDENCE: Current Address: CLINT ADAMS 57 ZONALEA LANE CHEROKEE, CA. 95965 (530)321-1607 Job Site Address: APN #056-170-058 VINCENT LANE COHASSET. CA 95973 BUTTE COUNTY Ph: 530-538-7601 Fax: 530-538-2140 DRAWING NOTES/REVISIONS I 03/21/16 - DESIGN CONCEPT 03/25/16 - PRE -ENGINEERING 04/14/16 - SUBMITTAL 07/07/16 - PLAN CHECK LOG SPECIFICATIONS I (STACF 9 IN. LOG DATE SCALE 03/21/16 N/A SHEET TITLE STRUCTURAL NOTES SHEET NUMBER §1 f I, FOUNDATION PLAN H/2 NOT E; 15' PDF created with pdfFactory Pro trial version www.Ddffactory.com 8" FULL HEIGHT CONCRETE STEM WALL W/ 2x6 P.T. SILL PLATE CEDAR OR C = INCENSE CEDAR DF = DOUG FIR PO = PORT ORFORD CEDAR P.T. = PRESSURE TREATED 1:3 > SLOPE > 1:1 MEASURING POINT /SVOP�c1;1 =J ACTUALSLOPE TOE OF SLOPE SLOPE > 1:3 2 H o- w U) O W - LL H/3 -L L MAX. 40' .: PERMIT# Rt� U `15 — BUTTE COUNTY DEVELOPMENT KnVICES REVIEWED FOR CODE COMPLIANCE DATE-7-1-9� DY — ANCHOR BOLT NOTES 10" DIA. CEDAR LOG POST 1. USE 5/8" A.B. WITH MIN. EMBEDMENT 7" INTO STEM WALL. 9P W/ PBV 9 CRAWL SPACE VENTING I -I *16"X8" 5. MIN. (2) A.B. PER WALL FOUNDATION NOTES SCREENED VENT POST OR COLUMN SIZE & POST BASE HARDWARE F? XX 64 SQ. IN. NFVA FBA FLOOR BEAM ABOVE 3' MAX FROM EACH CORNER OR CENTERLINE OF COLUMN, U.N.O. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN VENTILATION IS A MIN. OF 1/150 OF 68C7B 6x8 DF#2 POST CRAWL SPACE FLOOR AREA. *1500 LENGTH W/ CB68 UNDERFLOOR SQ. FT. REINFORCING F1 1500/150=10 SQ. FT. 16" 12" 64"NFVA/144" NFVA=.44 SQ. FT. PER VENT HDU2 El HDU2 HOLDOWN 10/.44=22.7 OR 23 VENTS MIN. 12" (UPSIDE DOWN ON POST) F3 28" W/ 5/8" DIA. ALL THREAD 12" TOE OF SLOPE SLOPE > 1:3 2 H o- w U) O W - LL H/3 -L L MAX. 40' .: PERMIT# Rt� U `15 — BUTTE COUNTY DEVELOPMENT KnVICES REVIEWED FOR CODE COMPLIANCE DATE-7-1-9� DY — ANCHOR BOLT NOTES NOTE: 1. USE 5/8" A.B. WITH MIN. EMBEDMENT 7" INTO STEM WALL. 2. A.B. 12" MAX. FROM WALL ENDS & EACH SIDE OF DOORS. 3. W/ 3"x3"x.229" PLATE WASHERS WITH EACH A.B. 4. EXTERIOR WALLS A.B. SPACING MAX. @ 48" O.C. 5. MIN. (2) A.B. PER WALL FOUNDATION NOTES SEE FOOTING SCHEDULE POST OR COLUMN SIZE & POST BASE HARDWARE F? XX I I 2. SEE SHEET S1 FOR GENERAL NOTES. 3. ALL DIMENSIONS ARE TO FACE OF STUD OR WALL, OR CENTERLINE OF COLUMN, U.N.O. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN WITH THE ARCHITECTURAL & STRUCTURAL PLANS AND VERIFY ALL INFORMATION PRIOR TO ANY EARTHWORK. FOOTING SCHEDULE MARK LENGTH WIDTH DEPTH REINFORCING F1 16" 16" 12" #5 E.W. BOT. 6" O.C. F2 20" 20" 12" #5 E.W. BOT. 6" O.C. F3 28" 28" 12" #5 E.W. BOT. 6" O.C. F4 34" 34" 12" #5 E.W. BOT. 6" O.C. F5 40" 40" 12" #5 E.W. BOT. 6" O.C. F6 52" 52" 12" #5 E.W. BOT. 6" O.C. F7 62" 62" 12" #5 E.W. BOT. 6" O.C. REVIEWED FOR CODE COMPLIANCE JUL 2 2 2016 PREPARED BY -� �erra l TI" .1 MANUFACTURING ADDRESS: 3650 MORROW LANE CHICO, CALIFORNIA 05928 SIERRA LOG HOMES WEB ADDRESS: www.slerraloghomes com PH: 530-899-0680 FAX: 530-899-0688 EMAIL ADDRI=SS: . Larry@sierraloghomes.com COPYRIGHT 2010 SIERRA LOG HOMES ALL RIGHTS RESERVED. NO DRAWINGS OR BUILDING FROM THESE DRAWINGS MAY BE REPRODUCED WITHOUT DIRECT PERMISSION FROM SIERRA DESIGN GROUP ENGINEERr-D BY BLH INC. STRUCTURAL ENGINEERING CONSTRUCTION CONSULTING EXPERT TESTIMONY BARRY LEE HOUSEAL 33 Sarteano Dr. (949) 715-3700 Newport Coast, CA. 92657 - (949) 715-3800 fax ENGINEER STAMP REF: 0100 PROJECT INFORMATION ADAMS RESIDENCE: Current Address: CLINT ADAMS 57 ZONALEA LANE - CHEROKEE, CA. 95965 (530) 321-1607 Job Site Address: APN #056-110-058 VINCENT LANE COHASSET.Ck 95973 BUTTE COUNTY Ph: 530-535-7601 Fax: 530-538-2140 DRAWING NOTES/REVISIONS 03/21/16 - DESIGN CONCI PT 03/25/16 - PRE -ENGINEERING 04/14/16 - SUBMITTAL' 07/07/16 - PLAN CHECK LOG SPECIFICATIONS (STACI 9IN LOG DATE SCALE 03/21/16 1/4" = 1'-0" SHEET TITLE FOUNDATION PLAN I SHEET NUMBER I I I I I I I I I I 4x10 DF#2 P.T. DECK RIMI I /" - OI LL, o W OYN C N w 1 28D 8 HUC I I 1 I 1 33 I I S6 I DTD 2 " SPAX 312 24" O.C. J L JL L JL JL JL JL JL L JL I I I II I I I I I I I - I 1 III 1 // I I I I I I I II 6AB 0 v I HDU2 31/2LSL I I la �I I I H � I I I° CDI I I 1 PAB I I o I I I I I I I I I I I I I I MUST HAVE JOIST UNDERTHIS WALL. ONE JOIST NAILED FROM - u - / -11 jj- \ SHEAR WALL ABOVE I 10 1 F_ I I/ II II W/ 16D @ 4" O.C. E12 I L - - - S6 /I HDU2 �L JL _ _ JL JL J4 JL 1�L JL `JL JL_ JLL JL r f lr ]IF lr� �r lr if 1 IT I LET INTO RIM \ 68ABI MIN. 3" BEARING \ 2 117/8LFB II II I I. ° d 6y7Z(t71Fy�L�Y39Nx� 4x10 DF#2 P.T DECK RIM I ILL a� II Dill I L- JI 10 I I I� I I I III I I II� I I I I I II III L� I I I I I II I I I II II I II I I I VL — IIA.JI___,dL__ JII_ IIS tllu. SIL " IJP SI -J -JILL -.SIL— IL L= L 9AB 4x10 DF#1 P.T. DECK RIM D NOTE: FRAMING SIZE & TYPE DETERMINED PER FIREPLACE (3 MANF. INSTRUCTIONS O io 9AB 9AB c 9RB 9RB X¢ 4 7 oS3 S6 N 4x10 DF#1 P.T. DECK RIM l r r lr lrIlq LET GIRDER IN J I MIN 3" INTO POST ~�U I��al - - - -- -_- - oYN I 28D 1 O NW� — 13/4LSL o - - - - - -- DTD I I L- J _ J 28DL III. JII III III I >r - I L JL - JL JL -- --- -- J 5 i II 1 31/21LSL I I 1 S6 I I I I I O U O 1 — p0 0C 9RPILL n tpl I I I I I ISI° _J OI I I I I I I�IC - - 1-1 -� 9R L4 - I S6 I —I JL JLJL�LJLJLJ� IF 12A lr lr IFlIf lr I68AB I L I PB I 9 PB 2117/8LFB I - O V I I IL -L -I -Jo Oil I I I I I~ S I I I I I I 1 p°o'LID I -1- �I�� I I I 1I 31/2LSL I II I ,_ 1 — r 2X10 DF#2 P.T. 2X10 DF#2 P.T. I I DECK JOISTS PB DECK JOISTS 1 - @2'-0"O.C.---@2'-0"O.0-- I I I I I PAB - 1 - S I OOI 11 - - - - m - - - - I U_ - I II+ _ Cq S6 I -�- - ----- - — - — -- ^' t12A I I I I I I I I I i� _\ --_ JL JL L JL J1L JL _JJL JL JL J1L = — S6 if lr l lr lr l� if T— — 2X10 DF#2 P.T. 2X10 DF#2 P.T. — DECK JOISTS DECK JOISTS PB LET INTO RIM I / @ 2'-0" O.C. @ 2'-0" O.C. 11 MIN. 3" BEARING 1 — _/ - - - - - - — S6 / I 0 0 31/2LSL- 1 DTD 13 PAB 1210DL - - - _-- �O L 1 I I I I I I 1 2X10 DF#2 P.T. 2X10 DF#2 P.T. \ DECK JOISTS DECK JOISTS \ @ 2'-0" O.C. @ 2'-0" O.C. 14 L JL JL- - ) - - - - - -- _ _ PB I lr lF 7 1r l r I DTD �I I I I I 1 I I DTD I 1 I � � _ HUC - - - - - - - I�I I�I S3 1 I I 76, 1 1 1 28DL 28DL'-ter; a�Ci - - - - -- - -- I C-400 I I I I I4O�I I (m9 Y N LL n ❑ Y N O __ _ x lU x ltl @ I r I I N 1 I I I I N I 0 LET GIRDER IN MIN 3' INTO POST J JL JL JL JL JL JL JL L JL L JL JL JL JL JL JL 4x10 DF#1 P.T. 7 410 DF#1 P.T. DECK RIM 4 DECK RIM ------------------------------ S3 S6 3 L ----------J 9AB 33 9AB 9AB 9A8 9AB R 9RB D POS A O A B U 9" DIA. POST ABOVE d POST BE=LOW HDU2 O HDU2 HOLDOWN N & BELOW ALLOWABLE W/ 5/8" DIA. ALL -THREAD 04 9AB 9AB 9AB PARALLEL JOIST BLOCKING DOWN TO POST & HDU2 (530) 321-1607 � KERF INTO Q @ 24" O,C. TYP. IN CRAWL -SPACE a � r - - I I 31/2LSL 3 1/2"x11 7/8" LSL FLOOR RIM ti - I I 246 PLF WIND & LOG POST BELOWr Job Site Address: L= FRAMED SHEAR WALL LENGTH I I I I I I I I I I I I 4x10 DF#2 P.T. DECK RIMI I /" - OI LL, o W OYN C N w 1 28D 8 HUC I I 1 I 1 33 I I S6 I DTD 2 " SPAX 312 24" O.C. J L JL L JL JL JL JL JL L JL I I I II I I I I I I I - I 1 III 1 // I I I I I I I II 6AB 0 v I HDU2 31/2LSL I I la �I I I H � I I I° CDI I I 1 PAB I I o I I I I I I I I I I I I I I MUST HAVE JOIST UNDERTHIS WALL. ONE JOIST NAILED FROM - u - / -11 jj- \ SHEAR WALL ABOVE I 10 1 F_ I I/ II II W/ 16D @ 4" O.C. E12 I L - - - S6 /I HDU2 �L JL _ _ JL JL J4 JL 1�L JL `JL JL_ JLL JL r f lr ]IF lr� �r lr if 1 IT I LET INTO RIM \ 68ABI MIN. 3" BEARING \ 2 117/8LFB II II I I. ° d 6y7Z(t71Fy�L�Y39Nx� 4x10 DF#2 P.T DECK RIM I ILL a� II Dill I L- JI 10 I I I� I I I III I I II� I I I I I II III L� I I I I I II I I I II II I II I I I VL — IIA.JI___,dL__ JII_ IIS tllu. SIL " IJP SI -J -JILL -.SIL— IL L= L 9AB 4x10 DF#1 P.T. DECK RIM D NOTE: FRAMING SIZE & TYPE DETERMINED PER FIREPLACE (3 MANF. INSTRUCTIONS O io 9AB 9AB c 9RB 9RB X¢ 4 7 oS3 S6 N 4x10 DF#1 P.T. DECK RIM l r r lr lrIlq LET GIRDER IN J I MIN 3" INTO POST ~�U I��al - - - -- -_- - oYN I 28D 1 O NW� — 13/4LSL o - - - - - -- DTD I I L- J _ J 28DL III. JII III III I >r - I L JL - JL JL -- --- -- J 5 i II 1 31/21LSL I I 1 S6 I I I I I O U O 1 — p0 0C 9RPILL n tpl I I I I I ISI° _J OI I I I I I I�IC - - 1-1 -� 9R L4 - I S6 I —I JL JLJL�LJLJLJ� IF 12A lr lr IFlIf lr I68AB I L I PB I 9 PB 2117/8LFB I - O V I I IL -L -I -Jo Oil I I I I I~ S I I I I I I 1 p°o'LID I -1- �I�� I I I 1I 31/2LSL I II I ,_ 1 — r 2X10 DF#2 P.T. 2X10 DF#2 P.T. I I DECK JOISTS PB DECK JOISTS 1 - @2'-0"O.C.---@2'-0"O.0-- I I I I I PAB - 1 - S I OOI 11 - - - - m - - - - I U_ - I II+ _ Cq S6 I -�- - ----- - — - — -- ^' t12A I I I I I I I I I i� _\ --_ JL JL L JL J1L JL _JJL JL JL J1L = — S6 if lr l lr lr l� if T— — 2X10 DF#2 P.T. 2X10 DF#2 P.T. — DECK JOISTS DECK JOISTS PB LET INTO RIM I / @ 2'-0" O.C. @ 2'-0" O.C. 11 MIN. 3" BEARING 1 — _/ - - - - - - — S6 / I 0 0 31/2LSL- 1 DTD 13 PAB 1210DL - - - _-- �O L 1 I I I I I I 1 2X10 DF#2 P.T. 2X10 DF#2 P.T. \ DECK JOISTS DECK JOISTS \ @ 2'-0" O.C. @ 2'-0" O.C. 14 L JL JL- - ) - - - - - -- _ _ PB I lr lF 7 1r l r I DTD �I I I I I 1 I I DTD I 1 I � � _ HUC - - - - - - - I�I I�I S3 1 I I 76, 1 1 1 28DL 28DL'-ter; a�Ci - - - - -- - -- I C-400 I I I I I4O�I I (m9 Y N LL n ❑ Y N O __ _ x lU x ltl @ I r I I N 1 I I I I N I 0 LET GIRDER IN MIN 3' INTO POST J JL JL JL JL JL JL JL L JL L JL JL JL JL JL JL 4x10 DF#1 P.T. 7 410 DF#1 P.T. DECK RIM 4 DECK RIM ------------------------------ S3 S6 3 L ----------J 9AB 33 9AB 9AB 9A8 9AB R 9RB D POS A O 3 FIRST FLOOR FRAMING PLAN LOG WALL FASTENING NOTES 9" DIA. POST ABOVE PB POST BE=LOW HDU2 O HDU2 HOLDOWN 9AB O & BELOW ALLOWABLE W/ 5/8" DIA. ALL -THREAD WALL PAB PARALLEL JOIST BLOCKING DOWN TO POST & HDU2 (530) 321-1607 � KERF INTO 1ST FLOOR @ 24" O,C. TYP. IN CRAWL -SPACE 9RB 9" DIA. RAIL POST ABOVE 31/2LSL 3 1/2"x11 7/8" LSL FLOOR RIM L="X" - n 246 PLF WIND & LOG POST BELOWr Job Site Address: L= FRAMED SHEAR WALL LENGTH I I APN #056-170-058 13/4LSL 1 3/4"x11 7/8" LSL FLOOR RIM "B" SHEAR WALL LENGTH TYPE Z FLASHING 2x6 CEDAR OR REDWOOD / 1 FIREPLACE PERIMETER17ALLOWABLE SHEAR 380LBS. gR O 9" DIA. POST RAIL ABOVE Ph: 530-538-7601 OVER SUBFLOOR ik-FLASH NOTES BELOW. Fax: 530-538-2140 DOWN AND OVER 2 117/SLFB (2) 1 3/4°x11 7/8" LVL FLOOR BEAM NOTES: X= SHEAR WALL LENGTH 2 24" O.C. 139 PLF WIND LAMINATE PER MANF. (1.9E) 1. EACH END OF SHEAR WALL WINDOWS AND EACH SIDE OF LOG INTERSECTING ENDS 9" DIA. POST RAIL ABOVE \ 7/16" OSB WEB ADDRESS: MIN. WIDTH OF DBL. 2x STUD MATERIAL gRp POST BELOW ® REQUIRED. 04/14/16 - SUBMITTAL BLOCK IN FLOOR TO MATCH POST BELOW DTD DECK ilE DOWN 3. NAILS 8D COMMON OR 10D NAIL GUN 139 PLF WIND (ie. TYVEK)// 07/07/16 -PLAN CHECK 4. NAIL 7/16" OSB SHEAR PANEL. 12A 12" DIA. POST ABOVE 410DGB 4x10 Di -#1 DECK P.T. GIRDER BEAM EDGE NAIL 4" O.C., FIELD NAIL 12" O.C. POST PER PLAN & POST BELOW_ \ LEDGER 5. 3x OR DBL 2X SILL PLATE. PB (BLOCK IN FLOOR) 612DGB 6x12 DE #1 DECK P.T. GIRDER BEAM 5" SDWS @ 11" O.C. SILL TO JOIST WALL FASTENER SHEAR OR BLOCKING BELOW. 12 IA T B VE 21 -0 D -L I 2x10 DlP.T. DECK LEDGER DECK RIM TO DECK GIRDER (EVEN TO JOIST)4 (BLOCK IN FLOOR) 28DL 2x8 DF#2 P.T. DECK LEDGER 6x8 DF#2 POST ABOVE & BELOW HUC HU OR HUC HANGER 68AB OPTIONAL: (4) 2x6 GANG DF#2 W/10D @ 12" O.C. STAGGER POST BELOW (BLOCK IN FLOOR) 6x6 DF#2 POST ABOVE (IN WALL) & BELOW 6AB OPTIONAL: (3) 2x6 GANG DF#2 W/10D @ 12" O.C. STAGGER POST BELOW (BLOCK IN FLOOR) PDF create with pcIfFactory Pro trial version www.pdffactory.com FIRST FLOOR NOTES: 1. FLOOR PLYWOOD 3/4" T&G APA RATED PLYWOOD OR OSB EQUIVALENT. APPLY FACE GRAIN PERPENDICULAR TO FRAMING, STAGGER PANELS AND NAIL WITH 10d @ 6" O.C. EDGE AND 10" O.C. FIELD. EDGE NAIL AT BOUNDARIES, DRAG MEMBERS AND AT BLOCKING OVER AND UNDER INTERIOR SHEAR WALLS. USE COMMON NAILS PER CBC. 2. WALL LOG HEADERS PROVIDE (2) FULL LOG MIN. @ EA. OPENING. 3. BEAMS NOTCH WALL TO ACCEPT FULL UNCUT BEAMS. 4. SEE GENERAL NOTES FOR ALL INFORMATION (SEE SHEET Si). SEE LOG WALL FASTENING SCHED MAX. 2'-0" STAGER COLUMN EACH SIDE OF INTERSECTING LOG WALL DBL. COLUMN DOOR OPENING F; d � 00 aw X v 9RB mtri 9RB 3 S3 m STAGER DBL. COLUMN @ EACH WINDOW OR DOOR OPENING WIN EMBED INTO RIM MIN 3" I I LOG WALL FASTENING 3112"x117/8" LSL RIM (S=E LOG WALL FASTENING NOTES) r LOG WALL FASTENING SCHEDULE 3 RESIDENCE: LOG WALL FASTENING NOTES Current Address: - - - - - -- GRIDLINE SPAX 312 ALLOWABLE 57 ZONALEA LANE WALL FASTENER SHEAR (530) 321-1607 � KERF INTO 1ST FLOOR SPACING / LOG WALL / 1/2" DIA. THRU BOLTS 1. FASTEN LOG WALL TOGETHER WITH SPAX 312 FASTENERS. MIN. 3" EMBEDMENT. A 21" O.C. 246 PLF WIND ((2) PER BEAM) Job Site Address: \ APN #056-170-058 CAULK BEHIND 2. STAGGER FASTENERS DOWN THE WALL. MANUFACTURING ADDRESS: Z FLASHING 2x6 CEDAR OR REDWOOD / 1 POST PER PLAN D 16" O.C. N/A Ph: 530-538-7601 OVER SUBFLOOR ik-FLASH 3. RUN DBL. STAGGER LINE OF FASTENERS NEXT TO DOORS Fax: 530-538-2140 DOWN AND OVER SIERRA LOG HOMES SHEAR PLY BELOW 2 24" O.C. 139 PLF WIND & IN FRONT OF LEDGER WINDOWS AND EACH SIDE OF LOG INTERSECTING ENDS e \ 7/16" OSB WEB ADDRESS: 03/25/16 - PRE -ENGINEERING / + -------------- & ONE EACH ON SIDES OF BUTT JOINTS. ® www.sie rra log homes•com 04/14/16 - SUBMITTAL 3 24" O.C. 139 PLF WIND (ie. TYVEK)// 07/07/16 -PLAN CHECK EMAIL ADDRESS: DECK GIRDER PER PLAN 4. FOLLOW MANF. SPECIFICATIONS FOR INSTALLATION POST PER PLAN Larry@sierraloghomes.com \ LEDGER GRIDLINE SPAX 312 ALLOWABLE SIERRA LOG HOMES WALL FASTENER SHEAR 5. ALL OTHER LOG WALLS NOT SPECIFIED. 2ND FLOOR SPACING DECK RIM TO DECK GIRDER (EVEN TO JOIST)4 MAY BE REPRODUCED WITHOUT DIRECT 0,3 FASTEN 2'-0" O.C. (ABOVE COURSE 135) PERMISSION FROM SIERRA DESIGN GROUP ENGINEERED BY A 12" O.C. 415 PLF SIESMIC g L H INC_ PLF CK RIM DECK R PLAN PLAN W/Li LOG POST PER PLAN OPTION 1 TO PORCH HEADERS DECK RIM PER PLAN LOG POST PER PLAN OPTION 2 RAIL POST REF: 0100 PROJECT INFORMATION ADAMS DECK POST TO RIM DETAIL 3 RESIDENCE: SCALE: N.T.S. S3 J Current Address: - - - - - -- 0 i 57 ZONALEA LANE �\ a���a (530) 321-1607 � KERF INTO nc)g h®lir es / LOG WALL / 1/2" DIA. THRU BOLTS / 1/2" x 2" x 2" United Sees & Canada / ((2) PER BEAM) Job Site Address: \ APN #056-170-058 CAULK BEHIND VINCENT LANE MANUFACTURING ADDRESS: Z FLASHING 2x6 CEDAR OR REDWOOD / 1 POST PER PLAN 3650 MORROW LANE BITUTHENE BARRIER Ph: 530-538-7601 OVER SUBFLOOR ik-FLASH CHICO, CALIFORNIA 95928 Fax: 530-538-2140 DOWN AND OVER SIERRA LOG HOMES SHEAR PLY BELOW 2X JOIST it DECK RIM PER PLAN & IN FRONT OF LEDGER W/ LU HANGER e \ 7/16" OSB WEB ADDRESS: 03/25/16 - PRE -ENGINEERING / + -------------- ® www.sie rra log homes•com 04/14/16 - SUBMITTAL WEATHER BARRIER PH: 530-899-0680 FAX: 530-899-0688 (ie. TYVEK)// 07/07/16 -PLAN CHECK EMAIL ADDRESS: DECK GIRDER PER PLAN \ POST PER PLAN Larry@sierraloghomes.com \ LEDGER COPYRIGHT 2010 SIERRA LOG HOMES ALL RIGHTS RESERVED. NO DRAWINGS OR BUILDING FROM THESE DRAWINGS 2 DECK RIM TO DECK GIRDER (EVEN TO JOIST)4 MAY BE REPRODUCED WITHOUT DIRECT 0,3 SCALE: N.T.S. S3 PERMISSION FROM SIERRA DESIGN GROUP ENGINEERED BY POST TO PORCH HEADER RAIL POST PER PLAN g L H INC_ PER PLAN . STRUCTURAL ENGINE-ERING CONSTRUCTION CONSULTING 5/8" DIA. ROD @ EXPERT TESTIMONY CENTER OF POST (2)1/2" DIA BARRY LEE HOUSEAL THRU BOLTS W/ 4" EMBED. 33 Sarteano Dr. (949)715J700 (2)112" DIA. THRU EACH POST Newport Coast, CA. 92657 (949) 7153800 fax BOLTS W/ 4" EACH ENGINEER STAMP POST POST I CK RIM DECK R PLAN PLAN W/Li LOG POST PER PLAN OPTION 1 TO PORCH HEADERS DECK RIM PER PLAN LOG POST PER PLAN OPTION 2 RAIL POST REF: 0100 PROJECT INFORMATION ADAMS DECK POST TO RIM DETAIL 3 RESIDENCE: SCALE: N.T.S. S3 J Current Address: - - - - - -- CLINT ADAMS i 57 ZONALEA LANE �\ CHEROKEE, CA. 95965 (530) 321-1607 � KERF INTO / LOG WALL / "Z" FLASHING / 1/2" x 2" x 2" / \ Job Site Address: \ APN #056-170-058 CAULK BEHIND VINCENT LANE r Z FLASHING COHASSET, CA. 95973 / 1 BUTTE COUNTY BITUTHENE BARRIER Ph: 530-538-7601 OVER SUBFLOOR ik-FLASH BEHIND SIDING Fax: 530-538-2140 DOWN AND OVER SHEAR PLY BELOW OVER LEDGER BOARD DRAWING NOTEfJ/REVISIONS & IN FRONT OF LEDGER 03/21/16 - DESIGN CONCEPT i+ BOARD BEFORE \ 7/16" OSB INSTALLING DECK JOIST � 03/25/16 - PRE -ENGINEERING / + -------------- / 04/14/16 - SUBMITTAL WEATHER BARRIER (ie. TYVEK)// 07/07/16 -PLAN CHECK V \ FLASH BEHIND \ LEDGER BEHIND DECK WATER PROOFING 2 SCALE: N.T.S. 0,3 ��6� 00"6_PERMIT #� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE - ATEI--I oy "I -�-S WATER PROOFING SEE DETAIL 2/S3 2x6 CEDAR OR REDWOOD � \ n A ° SEE DETAIL ! / FOR MORE MORE INFO. ' I nr n A i i ! DECK JOIST PER -- PLAN W/LU HANGER I I 5" LEDGER -LOK REVIEWED @ 6" O.C. STAGGER PER MANF. FOR CODE COMPLIANCE I Y JUL L 2 2016 TRIS AND ASSOCIATES TYP. FLOOR TO DECK CONNECTION 1 SCALE: N.T.S. S3 LOG SPECIFICATIONS 9 IN. LOG 8" (STACK HEIGHT) 4 1/3" 21/2" _61/2" (OFFSET)T//��\''�� DATE SCALE 03/21/16 1/4" = 1'-0" SHEET TITLE FIRST FLOOR FRAMING PLAN SHEET NUMBER S3 I - ------------ ------------ ----------- 0 - 5'-11/4" 5'-11/4" 5'-11/4" 5'-11/4" 4'-3" 7 5'-6" L=8'-7 1/2" 3 I 1--- ----- S4 rl rl rl1 D r ------------- ------ IUV DECOR PACMAN III I I I I HDU2 POST TYP. ' r — - --4 I@ END OF I SILL PLATE J 9 1"TJI 110 1- I 9 1 /2" TJI 110 _ 9 112" TJI 110 —�-_-� _9 1 /2" TJI 110 - — — — — FLOOR JOISTS FLOOR JOISTS FLOOR JOISTS I I FLOOR JOISTS I —I b @ 16" -H O.C. I I @ 16" O.C. I I @ 16" O.C. @ 1s" O.C. -====�_-- - ---- Ill _I I �fi�------I 12RB J 91/2LL \ 6 3 3 it �— \ - m -- ----� Il I I_ I I I 6 -- 91/2LFR —j-- I � I l -i---- I S4 --i 1 It- —I----- PB _ I I_ _ PBI I I I I I � 9AN I I I 68APB --�__—I J 91/4SHB 91/2LLB I I I I _� I - I -------- ------------ �---------------- 2 I I i - 1- i— - - r 9 1/2" TJI 110 9 1/2" TJI 110 9 1/2" TJI 110 9 1/2" TJI 110 t 9 1/2" TJI 110 I 9 1/z" TJI 110 FLOOR JOISTS( I FLOOR JOISTS I I FLOOR JOISTS I I FLOOR JOISTS J (FLOOR JOIST I FLOOR JOISTS I 1r @ 16" O.C. I I @ 16" O.C. I I @ 16" O.0—C 1 @ 1s°9.C. I I @ 16" O.C. I- g 16" O.C. - sR r (2) SPAX31 @ END OF SILL PLAT DECOR PACMAN POST TYP. ----------- HDU2 - - --------------------- 1r I I I I I I 91/4SH6 I -- MD_ I m I I HDRz HD }1 I� I I FH W 2HDU2 I 2) SPAX312 E D @ END OF SILL PLATE J 2x8 DF #2 P.T. DECK RIM eF R'A."Ger • • 7 e- �• • �-... CN 14 • • ®' •• 11, i i ® ii • SECOND FLOOR FRAMING PLAN PB POST BELOW 1. (2) 2x6 DF#1 HEADER HDR1 W/ (2) 2X6 DF#2 TRIMMERS EA. SIDE 9R (1) 2X6 DF#2 KING POST EA. SIDE (3) 2x8 DF#1 HEADER HDR2 W/ (2) 2X6 DF#2 TRIMMERS EA. SIDE (1) 2X6 DF#2 KING POST EA. SIDE 2607 2X6 BEARING WALL 91/2LFR 1 3/4" x 9 1/2" LVL LOFT FLOOR RIM 91/2LLB 1 3/4" x 9 1/2" LVL LEDGER BOARD 9LJ 9" DIA. CEDAR OR DF#1 LOG JOIST 9LG 9" DIA. CEDAR OR DF#1 LOG GIRDER 91/4SHB 9 1/2" I JOIST BLOCKING UNDER SHEAR WALL TYP. UNDER SHEAR WALL PDF create c, with pdfFactory Pro trial version www.Ddffactory.com I I 12AB 12" DIA. CEDAR LOG POST ABOVE & BELOW 1. 12" DIA. CEDAR LOG POST RAIL ABOVE 12R6 12" DIA. CEDAR LOG POST BELOW 9R 9" DIA. CEDAR LOG RAIL POST ABOVE 9" DIA. CEDAR LOG POST ABOVE 9AN (NON STRUCTURAL) DIA. CEDAR LOG RAIL POST ABOVE O9" 9RB 9" DIA. CEDAR LOG POST BELOW 6x8 DF#2 POST IN WALL 68APB (POST BELOW) OPTIONAL: (d) 2x6 GANG DF#2 SINGLE (W/10D @ 12" O.C. STAGGER) BLOCK IN FLOOR II o II II I II II 1 I I I I II II II II — 2x8 DF #2 PA. I I I DECK RIM -- — — — II — — — — — — — — — — — — — — — — II ----- � ------------------- L I -- LJ LJ 0---1 9LHDR 9" DIA. CEDAR OR DF#1 0 LOG HEADER 2-8 _LB- 1 2x8 DF#2 P.T. LEDGER BOARD HDU2 m HDU2HOLDOWN W/ 1/2" DIA. LAG TO LOG JOIST L= FRAMED SHEAR WALL LENGTH "B" SHEAR WALL LENGTH TYPE B ALLOWABLE SHEAR 380LBS. L NOTES BELOW. NOTES: 1. EACH END OF SHEAR WALL MIN. WIDTH OF DBL. 2x STUD MATERIAL REQUIRED. 3. NAILS 8D COMMON OR 10D NAIL GUN 4. NAIL 7/16" OSB SHEAR PANEL. EDGE NAIL 4" O.C., FIELD NAIL 12" O.C. 5. 3X SILL PLATE FASTEN INTO I JOIST OR BLOCKING W/ 16D @ 4" O.C. L= "X" I I I I I I I I I I X= SHEAR WALL LENGTH `CAUTION: All current shearwall schedule types are specified with common nails. If shearwall nailing is to be nailed with an automatic gun nailer, then the sinker nails utilized should be increased two penny sizes for each respective shearwall. Additionally, be careful not to underdrive or overdrive all gun nails as the shearwalls may be rejected for diminished capacity. L= FRAMED SHEAR WALL LENGTH "D" SHEAR WALL LENGTH TYPE D ALLOWABLE SHEAR 380LBS. NOTES BELOW. NOTES: 1. EACH END OF SHEAR WALL MIN. WIDTH OF DBL. 2x STUD MATERIAL REQUIRED. 3. NAILS 8D COMMON OR 10D NAIL GUN 4. NAIL 7/16" OSB SHEAR PANEL. EDGE NAIL 2" O.C., FIELD NAIL 12" O.C. 5. 3X SILL PLATE FASTEN INTO LOG WALL W/ 5/8"LAGS @ 6" O.C. STAGGER W/ & (2) SPAX 312 @ WALL ENDS 5" sows @ 11" O.C. 7/16" OSB a" DIA. LOG POST PREPARED BY E.N. 8D @ 4" O.C. POST IN WALL F.N. 8D @ 12" O C (3) 1 JOIST PER PLAN 3/4" SUB 2X5 WALL SEE DET AIL 3/S4— BLOCKING FLOOR + 4x8 DECK RINI THIS LOCATION a i'.'... ...... .. A . .y .. 5„ LEDGER -LOK @ R" O.C.I STAGGER PER MANF. �t �I 2x6 WALL °' o r. o I JOIST .. 1„CLR. i II BLOCKING o 5/8” DIA. ROD @ ....'.'.'1 f... ...i. .'. ..'. ..... . .. .. t 0 a�a Il®s homes United StatesCffiCanadaa�a OVER LOG JOIST " ;' r. CENTER OF POST _ 2x8 P.T. JOIST iDU2 HOLDOWN o , 1/2" DIA. LAB_ ' _ 2x6 CEDAR OR REDWOOD � MANUFACTURING AD E EMBED MIN 4" o ° .I .'I o o ° ro o o ° 1 3650 MORROW LANE .Q CHICO, CALIFORNIA 95928 D(J LO ------- SIERRA LOG HOMES in i i @ 6" O.C. WEB ADDRESS: 9 1/2" 1 JOIST WWwsierraloghomes com 7 3/4" X 11 7/8" 9 1/2"DIA. LOG PH: 530-899-0680 W:630-899-0688 TOENAIL 8D @ 6" O.C. LVL FLOOR RIM HEADER 1/2" DIA. LAG EMAIL ADDRESS: EMBED MIN 4"� " SPAX312 @ 24" O.C. Larry@sierraloghcimes.com — 9" DIA. LOG ° ° LU HANGER 9" DIA. LOG GIRDER i. o ' COPYRIGHT 2010 JOIST I o.. o....... ... I y .... 2x8 P.T. LEDGER BOARD SIERRA LOG HOMES POST IN WALL PER PLAN E DIA. LAGS EMBED MIN 4" 9" DIA SPAX 312 @ 2'-0" O.C. LOG WALL STAGGER EMBED MIN. 2 1/2" ' 9" DIA. LOG POST ALL RIGHTS RESERVED. NO DRAWINGS OR BUILDING FROM THESE DRAWINGS 7/16" OSB BALCONY FRAMING DETAIL 4 MAY BE REPRODUCED WITHOUT DIRECT 2x6 WALL L R.N. 8D @ 4" O.C. SCALE: N.T.S. 54 PERMISSION FROM SIERFZA DESIGN GROUP 5" SDWS @ 11"O.C. P.N. 8D @ 12" O.C. B SHEAR WALL LOFT 6 NOTE: SET SILL PLATE BACK gal BY NOUGH TO ALLOW MATCHING LOG ®L H I m C SCALE: N.T.S.IDING 2X6 WALL DTT2Z 1/, EMBEI BALONY DECK TIE SCALE: N.T.S. SECOND FLOOR NOTES: 1. FLOOR PLYWOOD 3/4" T&G APA RATED PLYWOOD OR OSB EQUIVALENT. APPLY FACE GRAIN PERPENDICULAR TO FRAMING, STAGGER PANELS AND NAIL WITH 10d @ 6" O.C. EDGE AND 10" O.C. FIELD. EDGE NAIL AT BOUNDARIES, DRAG MEMBERS AND AT BLOCKING OVER AND UNDER INTERIOR SHEAR WALLS. USE COMMON NAILS PER CBC. 2. WALL LOG HEADERS PROVIDE (2) FULL LOG MIN. @ EA. OPENING UNLESS SHOWN OTHERWISE. 3. BEAMS NOTCH WALL TO ACCEPT FULL UNCUT BEAMS. 4. SEE GENERAL NOTES FOR ALL INFORMATION (SEE SHEET S7). SMEAR WALL NOTES & FRAMING NOTES 1. ALL FRAMING 2X (MIN. U.N.O.) DOUGLAS FIR -LARCH, STUDS SPACED / T 16" O/C (MAX.), SLOCKALL PANEL EDGES. WHERE PANELS ARE APPLIED ON BOTH FACES OFA WALLAND NAIL PACING IS LESS THAN 6" O/C ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING HALL BE 3 -INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE - - HALL BE STAGGERED. WHERE ALLOWABLE SHEAR VALUES EXCEED 350 POUNDS PER FOOT, OUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING DGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3 -INCH NOMINAL MEMBER. PLYWOOD JOINTAND SILL PLATE AILING SHALL BE STAGGERED IN ALL CASES. I. ALL NAILS ARE COMMON OR GALVANIZED BOX (HOT DIPPED OR JOIST UMBLED), USE COMMON NAILS ONLY FOR SOLE PLATE NAILING. 1/2" DIA. LAG . LAG SCREWS SHALL PENETRATE 8 X DIAMETER INTO RIM JOIST OR EMBED MIN. 4" LOCKING. I. SILL PLATES TO BE 3X OR DBL 2X DOUGLAS FIR -LARCH U.N.O. ON SPECIFIED SHEAR WALLS . ALL PANELS SHALL BE APA RATED. . ALL EXTERIOR WALLS UNLESS OTHERWISE SPECIFIED 7/16" OSB DGE NAIL 8D OR NAIL GUN 10D (3") @ 6" O.C., FIELD NAIL 8D OR NAIL UN 10D (3") @ 12" O.C. L= "X" Imo' -------i I I I I I I I i I 1 X= SHEAR WALL LI S4 , I` 7/16° OSB STRUCTURAL ENGINEERING E.N. 8D @ 3" O.C. CONSTRUCTION CON?ULTING 7/16" OSB FOR&HEAR WALL EXPERT TESTIMONY D @ 2" O.C. F.N. 8D @ 12" O.C. BARRY LEE HOUSEAL FOF E.N./SHEAR WALL. (WHERE SHOWN) 33 Sarteano Dr. (949) 715-3700 E.N. 8D @ 6" NON SHEAR WALLS E.N. 2x6 OR 3x6 Newport Coast, CA. 92657 (949) 715-3800 fax F.N. 8D@ 12" O.C. I SILL PLATE ENGINEER STAMP (2) SPAX312 @ END OF SILL PLATES F.N. 8D @ 12" O.C. E.N E.N. F.N. 8D @ 12" O.C. 1/2" DIA. LAG @ 6" O.C. STAGGER E.N. SD @ 6" O.C. 8D PER I JOIST MANF. 9" DIA. LOG JOIST NAIL 16D @ 12" O.C. (STAGGER) — 9" DIA. LOG WALL 5 SHEAR WALL TO LOG WALL DETAIL S4 SCALE: N.T.S. S4 REVIrWED FOR CODE COMPLIANCE JUL 2 2 2016 TRB AND ASSOCIATES PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR (� rCOD!'C COMPLIANCE rJ DATc I I e 4 - - -BY �. 9" DIA. LOG WALL 3/4" SUB FLOOR — 9 1/2" 1 JOIST PER PLAN FLATTEN LOG (2) 8D TOENAILS E.N. ITS HANGER I I --------------- 9 --------- I I I 9 " DIA. LOG GIRDER 1 3/4" x 9 1/2" LVL LEDGER 5" LEDGER-LOK @ 18" O.C. LOFT FLOOR LEDGER - --------- i SCALE: N.T.S 12" DIA. LOG POST BLOCK IN POST 3/4" SUB FLOOR 9 1/2" 1 JOIST - REF: 0100 PROJECT INFORMATION ADAMS RESIDENCE: Current Address: CLINT ADAMS 57 ZONALEA LANE CHEROKEE, CA. 95965 (530)321-1607 2 S4 — 1" CLR — 5/8" DIA. ROD 1 3/4" X 9 1/2" FLOOR RIM (2) 1/2" DIA. THRU BOLTS FLOOR RIM TO POST 9" DIA. LOG JOIST 9" DIA. LOG GIRDER DIA. LAGS EMBED MIN 4" 12" DIA. LOG POST WHERE SHOWN POST TO GIRDER TO POST SCALE: N.T.S. 1 S4 LOG SPECIFICATIONS 9 IN. LOG (STACI L� DATE SCALE 03/21/16 1/4" = 1'-0" SHEET TITLE SECOND FLOOR FRAMING PLAN SHEET NUMBER S4 T Job Site Address: / APN #056-170-058 VINCENT LANE COHASSET, CA. 95973 BUTTE COUNTY Ph: 530-538-7601 - - Fax: 530-5382140 DRAWING NOTES/RE\ 03/21/16 - DESIGN CONCEPT 03/25/16 - PRE -ENGINEERING 04/14/16 - SUBMITTAL 9" DIA. LOG 07/07/16 - PLAN CHECK JOIST 1/2" DIA. LAG EMBED MIN. 4" 2 S4 — 1" CLR — 5/8" DIA. ROD 1 3/4" X 9 1/2" FLOOR RIM (2) 1/2" DIA. THRU BOLTS FLOOR RIM TO POST 9" DIA. LOG JOIST 9" DIA. LOG GIRDER DIA. LAGS EMBED MIN 4" 12" DIA. LOG POST WHERE SHOWN POST TO GIRDER TO POST SCALE: N.T.S. 1 S4 LOG SPECIFICATIONS 9 IN. LOG (STACI L� DATE SCALE 03/21/16 1/4" = 1'-0" SHEET TITLE SECOND FLOOR FRAMING PLAN SHEET NUMBER S4 T I J EXTEND TOP COURSE OF LOG I 11718SB 1 I I I ------------------- I 117/BLSF I I I 4 S5 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9HD I I I I 9HDR I I I I I I jI--' 2'-0" I I I I I I I I I W I �__�I"__r_r.— I— I W r_�__�_ I # LL V I I I I I I I I I ILLL0 LL 0I I I I 15 7 �= I I I I ��9 I S6 14.5:12 S5 INUNI 4.5:12 C" HDRB PITCH HDRB 210LB 26BW a I I I I I I I PITCH I 1 0 �I I I -I ---- T-0" I I I i I 1 1 I I I I I 1 I o I I I I I 1 I I 1-T7-1 I I I I 7f %- :`��. EXTEND TOP _ _ _ + _ l (2)COURSES OF - -I j- -. �- -. ir-. - . . - - .-I - 1 LOG � . . . . I. . i I I I. •�\ + II11 3 s -- --- -i- - L— I_ J I I I I I III S5 II I it I 1 I I Iii' 1 I I I I I SS J I - 1�� J I I I I CRICKET I I 1 117/SOL 1 1 I 1 I I I 1 I 1 Et — '_4 - - - - - - I- I I I - 117/8LVSF QUI �r ��-r--�--�- - - 26BW 1 I } I I I I lQU�1 I i I I I I 1 1 �OQ I 4:12 1 --� �� 10I:12 10:12 eo N LL( �L ` PITCH ATTIC ro ~ I PITCH I I So O I PITCH I I I- Q (ACCESS, I \ 122x30 1- 2 117/8LR I I I I I I I I 1 - 117/BLLR 14 ) I� 16 I ---� PB - 13 PB 2 1 86 I I I S6 85 I I I I SS I p l 1 6,_p„ , 2 120L -- �I__ _�_ ___ —— I 2' 0° I 117/8LLR 2,_0„ 1(2)117/8LR I EXTEND TOP COURSE OF LOG CEDAR OR C = INCENSE CEDAR DF = DOUG FIR PO = PORT ORFORD CEDAR I I Iq I I I I I 1 I I' I I I I I I F F- O Q SO PITCH PITCH 4:1204:12 0 0 2 117/8LR - 0 0 10:12 2,_p„ ' I �\ ' - OI I 'v u' PITCH I / C] I �O1 I I I I I I I Ir�O Ir- 0 I I I I I I _ I Y I 117/80- I(� �I I / 117/8LVSF I ADD THIS JOIST FOR SHEAR DRAG 26BWR I 1 I I I I III I I I I I I I I 3 I I I I I 11 1 S5 I I i I I I I I I I I I I I I I I I ~- ..� 6 QF •.I .. �'I - ' I - I `.♦ .I .. �...I ..� QF - - - - - - - - 7 µ EXTEND TOP - i (2)COURSES OF 1 J 1 - I — I I — I -- I I I o II I I I. .I. 48B 1 .1 LOG I F _-_�• N I.W.• (i 11 7/8" 110 TJI I m 11 7/8" 110 TJI HDRB HDF(B 15 26BW HDRB HDRB 14.5:12 ILL O _ @ 24" O.C. I @ 24" O.C. _ 4.5:12 S6 PITCH m ROOF JOIST— — ROOF JOIST — m PITCH III CONTINUOS N U N 2 I_ HEADER LET INTO Iof @� t— • • I Q p POST MIN. 3" T)0 n I I o II I _ ----------� _ i� I - - -- 9HDR--- -- 9HD --- >-------- —_ _ z• __ — 71 I I N 9KP I I ROOF NOTES: 1. ROOF PLYWOOD 5/8" OSB OR 19/32" CDX APA RATED SHEATHING. APPLY FACE GRAIN PERPENDICULAR TO FRAMING, STAGGER PANELS AND NAIL WITH 10d @ 6" O.C. EDGE AND 12" O.C. FIELD. EDGE NAIL AT GABLE END TRUSSES, DRAG TRUSSES, FREEZE BLOCKING AND ALL SUPPORT EDGES. USE COMMON NAILS PER CBC. 2. PORCH ROOF SOFFIT: SOFFIT MUST BE WUI COMPLIANT. 3. WALLS: PROVIDE (2) FULL LOG MIN. @ EA. OPENING U.N.O. 4. BEAMS NOTCH WALL TO ACCEPT FULL UNCUT BEAMS. 5. SEE GENERAL NOTES FOR ALL INFORMATION (SEE SHEET S1). PDF created with pdfFactory Pro trial version www.odffactory.com ROOF FRAMING PLAN I -P'8-1 POST BELOW 117/BLSF 1 3/4" X 11 7/8" LSL SUBFASCIA IST OF OVER FRAME 117/8SB SQUASH BLOCKSO@ 12" O.C. 266WR 2X6 BEARING WALL ON ROOF ABOVE TRIMMER RAFTERS 117/8LLR t 3/4" X 11 7/8" LVL LEDGER RAFTER 26BW 2X6 BEARING WALL 117/8LVSF 1 3/4" X 11 7/8" LVL SUBFASCIA FHDRBj HEADER BELOW F(2-1-1 20LR (2) 12" DIA. CEDAR OR DF#1 LOG RIDGE (2) 1 3/4" X 11 7/8" L\11- TRIMMER VLTRIMMER RAFTERS 120 LR 12" DIA. CEDAR OR DF#t LOG RIDGE BELOW DORMER WALL 1 3/4" X 117/8" I JOINT 9KP 9" DIA. CEDAR #2 LOG KING POST 117/80L OUTLOOKERS @ 2'-0" O.C. 9HDR 9" DIA. CEDAR #1 LOG HEADER (2) 2x6 DF#1 HEADER HDR1 W/ (1) 2X6 DF#2 TRIMMERS EA. SIDE 4x8 DF#2 POST IN 2X WALL (1) 2X6 DF#2 KING POST EA. SIDE 48B BELOW RIDGE OPTIONAL: (4) 2x6 GANG DF#2 210LB 2x10 DF#2 LEDGER BOARD (W/10D @ 12" O.C. STAGGER) H�c3 117/8LSF L="X" I I I I I I I I X= SHEAR WALL LENGTH L= FRAMED SHEAR WALL LENGTH "D" SHEAR WALL LENGTH TYPE D ALLOWABLE SHEAR 380LBS. NOTES BELOW. NOTES: 1. EACH END OF SHEAR WALL MIN. WIDTH OF DBL. 2x STUD MATERIAL REQUIRED. 3. NAILS 8D COMMON OR 1 OD NAIL GUN 4. NAIL 7/16" OSB SHEAR PANEL. EDGE NAIL 2" O.C., FIELD NAIL 12" O.C. 5. 3X SILL PLATE FASTEN INTO LVL TRIMMERS W/ SDWS @ 8" O.C. 117/8SB FALSE TRUSS 5 S5 2X BLOCK j ROOF PLY �- PER PLAN SPAX 312 FASTENERS BLOCK TO LOG WALL E.N. �- 2X4 DF#2 RUNNER @ CENTER OF SPAN (FOR SHEAR) LSL BLOCK/FASCIA & (3) 1 OD TOENAILS i ' I W/ (3) 2" DIA. '/_ 1 /1 ,N, VENT HOLES 2x BLOCK ROOF RAFTER \\� /� ��.-� W/(3)2' PER PLAN VENT HOLES (1) SPAX 312 2X'4 DF#2 FASTENER EMBED 3" CEILING JOIST (3) 1 O NAILS WOIST TO WALL - (FOR UPLIFT) ----- FILLER 2x CEDAR OR PINE PER I-JOISTMANF. T&G CEILING RAFTER TO BLOCK (WUI COMPLIANT) (3) 10D TOE NAILS WEB ADDRESS: EACH RAFTER 2x4 DF#2 ROOF PLY PER PLAN CEILING JOIST 2x4 DF#2 LEDGER --- -- --- W/ LU HANGER W/ 5" LEDGER-LOK Larry@s ierralog homes.COm @ 8" O.C. STAGGER - (SHEAR TRANSFER) 7/16" OSB LOG WALL 2X10 LEDGER BOARD FASTEN TO WALL (2) 5" LEDGER-LOK @16" O.C. EACH STUD -(4) 16D TOENAILS 2x6 WALL _ 7/16" OSB \ E.N. E.N. 8D @ 2" O.C. K.N. BD @ 12" O.C. zNSHEAR WALL. 2x4 DF#2 LEDGER W/ 5" LEDGER-LOK @ 8" O.C. STAGGER 9" DIA. LOG WALL C 2x4 CEILING JOIST W/ LU HANGER PORCH RAFTER TO FRAMED WALL SCALE: N.T.S PLY PER PLAN 2X8 RAFTER 2x CEDAR OR PINE T&G CEILING (WUI COMPLIANT) LOG HEADER -� PER PLAN (2) 12" LAGS EMBED 4" MIN. (3) 100 TOE NAILS LOG POST PER PLAN VULCAN TECHNOLOGY SOFFIT VENTS CAL FIRE (WUI) APPROVED PRODUCT 2x3 POR',4 ?AF -ERS S?AX 312 EMSED 2 "2" /",AFTER TO LOC HEADER LEAF GUARD 2x DF#2 FASCIA PORCH ROOF TO HEADER CONNECTION SCALE: N.T.S. 1 1/4"x 11 7/8" LSL MANUFACTURING ADDRESS: SUBFASCIA-BARGE RAFTER 3650 MORROW LANE CHICO, CALIFORNIA 95928 RAFTER TO BLOCK 11 7/8" SQUASH BLOCK WEB ADDRESS: EACH RAFTER 11 7/8" 1 JOIST OUTLOOKER—tj ROOF PLY PER PLAN PH: 530-899-0680 FAX: 530-899-0688 JOIST BLOCK I JOIST BLOCK TO WALL Larry@s ierralog homes.COm WI (3) 2" HOLES (SHEAR TRANSFER) 7/16" OSB ADDITIONAL 1) SPAX 312 CENTER OF BAY FOMHEAR WALL EXTENDED EAVE ADD& IONAL (2) SPAX 312 EQ. SPACE 4 1 1/4" x 11 7/8" LSL FOP i HEAR WALL PERMISSION FROM SIERRA DESIGN GROUP SUBFASCIA & (3) 8D TOENAILS PER ALL WALLS ENGINEERF-D BY 2x BLOCK 2'4" 2'-0" ROOF PLY PER PLAN I /� Terra F.N. EN. 2x BLOCK - O 8 61 117/8" 11 A Y IJOIST 1 HO 'SEAL 7 I I FILL PER MANF. (2) 16D SOFFIT // m/1 10_ EN. cgCIFOR�\P 11 7/8" "I" JOIST 7/16" OSB OUTLOOKER TO WALL. E.N. 8D @ 4" O.C� 1x DRIP REF: 0100 (1) SPAX 312 E.N. 8D @ 2" O.0 2x FASCIA &(3) BD TOENAILS. 2x6 WALL F.N. 8D@12. O.C. PROJECT INFORMATION 1 1 1/4" x 11 7/8" LSL SUBFASCIA-BARGE RAFTER ADAMS 7 DORMER OUTLOOKER 3 RESIDENCE: 85 SCALE: N.T.S. 85 J Current Address: CLINT ADAMS 57 ZONALEA LANE VENTED RIDGE CHEROKEE, C,4. 95965 (ROOF PLYWOOD HOLD 1" (530) 321-1607 12" DIA. OG RIDGE 9" DIA. LOG TOP CHORDS, WEBS & KING POST MIN 3" BEARING LET HEADER INTO POST BACK FROM CENTER) MANUFACTURING ADDRESS: (4) 16D TOENAILS 3650 MORROW LANE CHICO, CALIFORNIA 95928 RAFTER TO BLOCK SIERRA LOG HOMES WEB ADDRESS: EACH RAFTER www.sierraloghomes.com ROOF PLY PER PLAN PH: 530-899-0680 FAX: 530-899-0688 JOIST BLOCK EMAIL ADDRI=SS: Larry@s ierralog homes.COm WI (3) 2" HOLES COPYRIGHT 2010 7/16" OSB SIERRA LOG HOMES (3) 1 OD TOENAILS ALL RIGHTS RESERVED. NO DRAWINGS 4 OR BUILDING FROM THE5E DRAWINGS MAY BE REPRODUCED WITHOUT DIRECT BLOCK TO BLOCK PERMISSION FROM SIERRA DESIGN GROUP S5 i ENGINEERF-D BY 2x BLOCK BLH INC. COHASSET, CA. 95973 STRUCTURAL ENGINEERING CONSTRUCTION CONSULTING EXPERT TESTIMONY B ARRY LEE HOUSEAL 33 SaReano Dr. (949) 715-3700 1X DRIP Newport Coast, CA. 92657 (949) 715.3800 fax ENGINEER STAMP 2x FASCIA F.N. EN. 2x BLOCK - O 8 61 117/8" 11 A Y IJOIST 1 HO 'SEAL 7 I I FILL PER MANF. (2) 16D SOFFIT // m/1 10_ EN. cgCIFOR�\P 11 7/8" "I" JOIST 7/16" OSB OUTLOOKER TO WALL. E.N. 8D @ 4" O.C� 1x DRIP REF: 0100 (1) SPAX 312 E.N. 8D @ 2" O.0 2x FASCIA &(3) BD TOENAILS. 2x6 WALL F.N. 8D@12. O.C. PROJECT INFORMATION 1 1 1/4" x 11 7/8" LSL SUBFASCIA-BARGE RAFTER ADAMS 7 DORMER OUTLOOKER 3 RESIDENCE: 85 SCALE: N.T.S. 85 J Current Address: CLINT ADAMS 57 ZONALEA LANE VENTED RIDGE CHEROKEE, C,4. 95965 (ROOF PLYWOOD HOLD 1" (530) 321-1607 12" DIA. OG RIDGE 9" DIA. LOG TOP CHORDS, WEBS & KING POST MIN 3" BEARING LET HEADER INTO POST BACK FROM CENTER) (4) 16D TOENAILS RAFTER TO BLOCK EACH RAFTER ROOF PLY PER PLAN JOIST BLOCK E.N. WI (3) 2" HOLES Job Site Address: 7/16" OSB (3) 1 OD TOENAILS APN #056-170-058 W/ 16 GA. CROWN STAPLES BLOCK TO BLOCK VINCENT LONE 12 EACH SIDE i COHASSET, CA. 95973 (3) 10D TOENAILS E.N -,, BLOCK TO RIDGE (4) 16D TOENAILS < BUTTE COUNTY Ph: 530-538-7601 RAFTER TO BLOCK EACH RAFTER r` Fax: 530-538-2140 3"FLATSPOT LLFAVEI"CLEAR SPACE DRAWING NO FOR BLOCK FROM INSULATION 03/21/16 - DESIGN CONCE-PT i TJI 117/8"ROOF JOIST 03/25/16 -PRE -ENGINEERING �i 4x RIPPED BLOCK 04/14/16 - SUBMITTAL i FASTEN TO RIDGE 07/07/16 - PLAN CHECK i� SPAX 312 STAGGER i @ 24" O.C. EMBED 3" SPAX 312 FASTENERS @ O.0 G DBL LOG / RIDGE BEAM PER PI -AN (2) M" DI LAGS 4" EMBED. -� TJI RAFTER TO LOG WALL SANDWICH DE -TAIL 6 RIDGE TO RAFTER UNEVEN PITCH c2C SCALE: N.T.S. S5 SCALE: N.T.S. REVIEWED S5 J - ... ✓� li BVI PERMIT#____ �- ---" BUTTE COUNTY DEVELOP? 1ENT SERVICES JUL 2 2 2016 REVIEWED R �CrODEE MPLI NCE VENTED RIDG.,r TRS AND ASSOCIATES (ROOF PLYWOOD HOLD 1E -- BACK FROM CENTER) `� 7/16" OSB W/ 16 GA. CROWN STAPLE 12 EACH SIDE i 1/2" DIA. LAGS WHERI~ SHOWN 3" FLAT SPOT \ (4) 16D TOENAILS EMBED MIN4" FOR BLOCKING & NAILING \ RAFTER TO RIDGE ROOF PLY PER PLAN EACH JOIST �� �� \\ LEAVE 1" E.N. , \.` �. E.N. CLEAR SPACE FROM INSULATION TJI 11 7/8"ROOF JOISTY-T -� 9" DIA. LOG HEADER I ! I JOIST BLOCKING @ EA. RAFTERGAYJ S?AX 312 FASTENERS 9" DIA. LOG POST 9" DI . LOG POST 9" DIA. LOG POST - W/ (3) 2" DIA. HOLES FOR 2'-0" O.C. @ 2'-0" O.C. TOENAIL (3) 10D TO RIDGE FALSE (DECOR) TRUSS 5 DBL. LOG RIDGE TO RAFTERS _' 1 SCALE: N.T.S. S5 SCALE: N.T.S. S5 1 LOG SPECIFICATIONS 9 IN. LOG 8" (STACK HEIGHT) 21 (OFFSET)6112" -j�1 DATE SCALE 03/21/16 1/4" = 1'-0" SHEET TITLE ROOF FRAMING PLAN SHEET NUMBER S5 L 0 INTERIOR SHEAR WALL 1ST FLOOR 4 OR BUILDING FROM THESE DRAWINGS VENTED RIDGE VERT. (ONLY ROOF PLY \` (ROOF PLYWOOD HOLD V BACK FROM CENTER) SCALE: N.T.S. S6 MIN. 3" BEARING (4) 16D TOENAILS ENGINEERED BY REQUIRED FOR DOUBLE POUR 7/16" OSB RAFTER TO RIDGE 1 W/ 16 GA. CROWN STAPLES EACH JOIST B L H INC. 12 EACH SIDE ADAMS (3) 8D TOENAILS ENGINEERING WITH NO KEYWAY Z NOT REQUIRED BLOCK TO BLOCK RIDGE BEAM 0 E.N. E.N. ROOF PLY PER PLAN EXPERT TESTIMONY � 11 7/8" ROOF I JOIST PER PLAN L 0 LOG WALL 33 Sarteano Dr. (949) 715-3700 V. 1. LVL TRIMMER \ ENGINEER STAMP � r 11 7/8" 1 JOIST FASTENERS FLAT SPOT W/ (3) 2" HOLES FOR BLOCK 6x PITCH CUT BLOCK „G„ TOENAIL (3) 10P FASTEN TO RIDGE CLINT ADAMS SPAX 312 STAGGER v @ 2'-0" O.C. EMBED 3" ... .. SPAX 312 FASTENERS @ T-0" O.C. EMBED MIN. 3" E.N. 8D 8D @ 2" O.C. 3x OR DBL 2x6 SILL DBLLOG POST IN WALL 2x CEDAR OR RIDGE BEAM PER PLAN (530)321-1007 PER PLAN RAFTER TO CONTI NOUS RIDGE (LOW PITCH) 16 SCALE: N.T.S. SI+ VV SHEAR WALL GABLE END ROOF 14 INSULATION PER PLAN LEAVE MIN V AIRSPACE SCALE N.T.S. 3 OR PER MANF. SPEC. VENTED RIDGE ROOF PLYWOOD 2X SOLID BLOCK SCALE: N.T.S. �+/+ JV PER PLAN (ROOF PLYWOOD HOLD 1" BACK FROM CENTER) WEB STIFFENER PER (1) SPAX 312 CENTER I JOIST MANF. (4) 16D TOENAILS I JOIST BLOCK W/ (3) 2" HOLES & (3) BD TOENAILS PER ALL WALLS /41 an Tnrhleu c FASTEN W/ (;1) BD TOENAILS ALL BLOCKS �'` 1 7/16" OSB RAFTER TO RIDGE (3) SPAX 312 EQ. SPACE (OVER C SHEAR WALLS) E.N. 11 7/8" TJI & (2) SPAX 312 EQ. SPACED OVER (D SHEAR WALLS)L\ 11 RAFTER W/ 16 GA. CROWN STAPLES EACH JOIST EMBED MIN. i 1/2" BLOCK TO LOG WALL `' ::. PER PLAN ROOF PLY PER PLAN JOIST TO LOG WALL ..... "' VPA 12 EACH SIDE (UPLIFT) (1) SPAX 312 E. E.N. { C�SHEARWALL. ONLY) (3) 8D TOENAILS LSL SUB FASC%IA (2) 1 3/4" x 11718" LVL TRIMMER 2x BLOCK BLOCK TO BLOCK Ix DRIP 2X6 FRAMED WALL LEAF TJI 11 7/8" E.N. GUARD _\ ��\ 7116" OSB E.N. ROOF PLY PER PLAN 3 \� E.N. 8 @ 3" O.C. ROOF JOIST(DRAG) GUTTER �\�\� FOISHEAR WALL ONLY S5 F.N. 8D @ 12" O.C. 2x FA SIA // / �\ E.N. OUTLOOKER PER PLAN W1 2x6 T&G PINE ` VULCAN TECHNOLOGY OR CEDAR SOFFIT 7/16" OSB SOFFIT VENTS CAL FIRE EV. 8D (a 3" o.C. (VAI) APPROVED PRODUCT F0P,&SHEAR WALL. - E,,[[JJ 8D 0, 2" O.C. FOF 441 HEAR WALL. BD TOENAILS F.N. 8D @ 12" O.C. TYPICAL FRAMED EAVES 15 BLOCK TO RIDGE - 0 SCALE: N.T.S. S6 J i /, E.N. 7/16" OSB 4" O.C. THIS SIDE W/ 16 GA. CROWN STAPLES 12 EACH SIDE 2X SOLID BLOCK 0 0 (2) SPAX 312 EQ. SPACED 0 E.N. E.N. & (3) 8D TOENAILS PER ALL WALLS E.N. 8D @ 4" O.C. o I OUTLOOKER PER PLAN E.N. STAGGER I it ..,_ _..: ,, ROOF PLY PER PLAN 0 0 1 ° E.N.—.o :::..:,: 4x RIPPED BLOCK 1 i I 1. .._::>..._::;:-. `. ¢/i/�// T/ E.N. 0 NOTES: ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE CORROSION RESISTANT. ALL CUTS IN PRESSURE -TREATED WOOD SHALL BE TREATED. LOG WALL 3/4" SUB FLOOR 11 7/8" 1 JOIST W/ "ITS" HANGER 3 1/2" x 11 7/8" LSL (FAT) RIM ' HB HANGER i (2) 1 3/4" X 11 7/8" LVL FLOOR BEAM 2x6 P.T. SILL PLATE LAM. PER MANF. P.T. BLOCK MIN. 3" BEARING STEM WALL & REINF. SEE DETAIL 3/S5 FLOOR BEAM TO EXTERIOR WALL DETAIL 12 DECK TIE DOWN TO RIM SCALE: N.T.S. SIS SCALE: N.T.S. BLOCK IN FLOOR TO 3/4" SUB FLOOR MATCH POST BELOW —� F_ PER PLAN 11 7/8" 1 JOIST W/ "ITS" HANGER PCZ POST CAP POST TO FLOOR BEAM SCALE: N.T.S. 2X6 WALL BLOCK IN FLOOR TO MATCH POST BELOW 11 7/8" 1 JOIST W/ "ITS" HANGER PCZ POST CAP 2x CEDAR OR REDWOOD DECKING A 2X DECK JOIST PER PLAN POST PER PLAN 6X12 GIRDER J T2Z DECK JOIST PER PLAN TREAD RI RIM LOG POST & RIM PER PLAN SEE DETAIL 3/S3 (2) 1/2" DIA. LAG- EMBED MIN. 4" G PREPARED BY 2X6 WALL ---- -- - _ 2xF OR 3X7 POST IN WALL -- c 1 I_ ATE PER PLAN ..R -JAR, 7/16" OSS I' E.N, 8D @ 4" O.C. 1 I �— 5" S' WS @ 11" O.C. F.N. 8D @ 12" O.0 0 United States & Canada FILLER BLOCKING it s i MANUFACtURING ADDRESS: TO MATCH POST P �� 3650 MORROW LANE BELOW AS NEEEDEDDED j CHICO, CALIFORNIA 95928 ,+ rf - 11 7/8" 1 JOIST SIERRA LOG HOMES i i. ITS HANGER - ) 1�� ° UNDER WALL 'b WEB ADDRESS: (2) 1 3/4" x 11 7/8" LVL - ? h'�-- 5/S" DIA. ALL THREAD Www.sierralog homes.com FLOOR BEAM 4r LAMINATE PER MANE. PH: 530-899-0680 FAX: 530-899-0688 PCZ POST CAP I HDU2 EMAIL ADDRESS: Larry@sierralogh(imes.com POST UNDER FLOOR PER PLAN COPYRIGHT 2010 SIERRA LOG HOMES ALL RIGHTS RESERVED. NO DRAWINGS 8 INTERIOR SHEAR WALL 1ST FLOOR 4 OR BUILDING FROM THESE DRAWINGS v @ 18" O.C. VERT. (ONLY ROOF PLY \` S6 SCALE: N.T.S. S6 MIN. 3" BEARING NOTE: "G' FOOTING ENGINEERED BY REQUIRED FOR DOUBLE POUR PER PLAN ° ° 1 PRESSURE TREATED WOOD SHALL BE A,D B L H INC. DBLLOG ADAMS 2. ALL CUTS INSTRUCTURAL 2,4 26 ENGINEERING WITH NO KEYWAY Z NOT REQUIRED PRESSURE -TREATED WOOD RIDGE BEAM 0 SHALL BE TREATED. - EXPERT TESTIMONY � PER PLAN (2) 1 3/4" x 117/8" \\ 0 LOG WALL 33 Sarteano Dr. (949) 715-3700 JOIST BLOCK LVL TRIMMER \ ENGINEER STAMP SIS 11 7/8" 1 JOIST FASTENERS W/ (3) 2" HOLES „G„ TOENAIL (3) 10P SHEAR WALL CLINT ADAMS v - W/ OSB W/ 711 57 ZONALEA LANE m E.N. 8D 8D @ 2" O.C. 3x OR DBL 2x6 SILL CHEROKEE, CA. 95965 POST IN WALL 2x CEDAR OR F.N. 8D @ 12" O.C. SPAX312 @ 12" O.C. (530)321-1007 PER PLAN REDWOOD DECKING TOP OF 11B" SHEAR WALL GABLE END ROOF 14 TYPICAL HOUSE FOOTING SCALE N.T.S. 3 OG a7V VENTED RIDGE 2X SOLID BLOCK SCALE: N.T.S. �+/+ JV 3/4" SUB FLOOR (ROOF PLYWOOD HOLD 1" BACK FROM CENTER) (1) SPAX 312 CENTER Job Site Address: (4) 16D TOENAILS & (3) BD TOENAILS PER ALL WALLS /41 an Tnrhleu c APN #056-170-058 7/16" OSB RAFTER TO RIDGE W/ 16 GA. CROWN STAPLES EACH JOIST ROOF PLY PER PLAN 12 EACH SIDE (3) 8D TOENAILS (2) 1 3/4" x 11718" LVL TRIMMER BLOCK TO BLOCK TJI 11 7/8" E.N. E.N. ROOF PLY PER PLAN 3 ROOF JOIST(DRAG) S5 : // / �\ E.N. OUTLOOKER PER PLAN BD TOENAILS BLOCK TO RIDGE - 0 i /, E.N. 4" O.C. THIS SIDE 0 0 0 E.N. 8D @ 4" O.C. o I STAGGER I it 0 0 1 ° E.N.—.o 4x RIPPED BLOCK 1 i I ° o FASTEN TO RIDGE I 1 I 11 0 0 0 0 SPAX312STAGGER I I 1 1 0 0 o N. o @ 24" O.C. EMBED 3" I I I 1 1 E.N. o ° 0 - FLAT SPOT 11 1 0 o FOR BLOCK I I I 1 0 I 2X6AB SHEAR WALL 1 1 1 2x6 SHEAR WALL 1 11 /, / 1 ° 0 ) 0 ° I 1 W/ 7/16" OSB 11 E.N. 8D @ 4" O.C. I W/ 7/16" OSB I / / I / / I 1 I DBLLOG I I o ° F.N. 8D @ 12" O.C. E.N. 8D @ 4" O.C. / ° RIDGE BEANIII 0 0 F.N. 8D @ 12" O.C. I , , 1 I I PER PLANI I E.N. 3x OR DBL 2x6 SILL / (2) SPAX 312 I it LOG TO WALL I I i ° I EMBED MIN. 3" POST IN WALL TOP O 'IBI' SHEAR WALL GABLE END ROOF 13 - PER PLAN _ SCALE N.T.S. S6 PDF create with pdfFactory Pro trial version www.pdffactory.com 1 ;LIC ' II�C : T"i' 0 f"1 IT' f -_1 1,7: 71 NOTES: ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE CORROSION RESISTANT. ALL CUTS IN PRESSURE -TREATED WOOD SHALL BE TREATED. LOG WALL 3/4" SUB FLOOR 11 7/8" 1 JOIST W/ "ITS" HANGER 3 1/2" x 11 7/8" LSL (FAT) RIM ' HB HANGER i (2) 1 3/4" X 11 7/8" LVL FLOOR BEAM 2x6 P.T. SILL PLATE LAM. PER MANF. P.T. BLOCK MIN. 3" BEARING STEM WALL & REINF. SEE DETAIL 3/S5 FLOOR BEAM TO EXTERIOR WALL DETAIL 12 DECK TIE DOWN TO RIM SCALE: N.T.S. SIS SCALE: N.T.S. BLOCK IN FLOOR TO 3/4" SUB FLOOR MATCH POST BELOW —� F_ PER PLAN 11 7/8" 1 JOIST W/ "ITS" HANGER PCZ POST CAP POST TO FLOOR BEAM SCALE: N.T.S. 2X6 WALL BLOCK IN FLOOR TO MATCH POST BELOW 11 7/8" 1 JOIST W/ "ITS" HANGER PCZ POST CAP 2x CEDAR OR REDWOOD DECKING A 2X DECK JOIST PER PLAN POST PER PLAN 6X12 GIRDER J T2Z DECK JOIST PER PLAN TREAD RI RIM LOG POST & RIM PER PLAN SEE DETAIL 3/S3 (2) 1/2" DIA. LAG- EMBED MIN. 4" G PREPARED BY 2X6 WALL ---- -- - _ 2xF OR 3X7 POST IN WALL -- c 1 I_ ATE PER PLAN ..R -JAR, 7/16" OSS I' E.N, 8D @ 4" O.C. 1 I �— 5" S' WS @ 11" O.C. F.N. 8D @ 12" O.0 0 United States & Canada FILLER BLOCKING it s i MANUFACtURING ADDRESS: TO MATCH POST P �� 3650 MORROW LANE BELOW AS NEEEDEDDED j CHICO, CALIFORNIA 95928 ,+ rf - 11 7/8" 1 JOIST SIERRA LOG HOMES i i. ITS HANGER - ) 1�� ° UNDER WALL 'b WEB ADDRESS: (2) 1 3/4" x 11 7/8" LVL - ? h'�-- 5/S" DIA. ALL THREAD Www.sierralog homes.com FLOOR BEAM 4r LAMINATE PER MANE. PH: 530-899-0680 FAX: 530-899-0688 PCZ POST CAP I HDU2 EMAIL ADDRESS: Larry@sierralogh(imes.com POST UNDER FLOOR PER PLAN COPYRIGHT 2010 SIERRA LOG HOMES ALL RIGHTS RESERVED. NO DRAWINGS 8 INTERIOR SHEAR WALL 1ST FLOOR 4 OR BUILDING FROM THESE DRAWINGS v @ 18" O.C. VERT. (ONLY MAYBE REPRODUCED WITHOUT DIRECT PERMISSION FROM SIERIIA DESIGN GROUP S6 SCALE: N.T.S. S6 MIN. 3" BEARING NOTE: "G' FOOTING ENGINEERED BY REQUIRED FOR DOUBLE POUR 1. ALL FASTENERS INTO GRID LINES WIDTH PROJECT INFORMATION PRESSURE TREATED WOOD SHALL BE A,D B L H INC. 16" CORROSION RESISTANT. ADAMS 2. ALL CUTS INSTRUCTURAL 2,4 26 ENGINEERING WITH NO KEYWAY Z NOT REQUIRED PRESSURE -TREATED WOOD CONSTRUCTION CONSULTING 7 SHALL BE TREATED. - EXPERT TESTIMONY � ITS HANGER BARRY LEE HOUSEAL LOG WALL 33 Sarteano Dr. (949) 715-3700 3/4" SUB FLOOR 1 / SPAX 312 Newport Coast, CA. 92657 (949) 7153800 fax ENGINEER STAMP SIS 11 7/8" 1 JOIST FASTENERS LU U a� 0' 2x6 P.T. SILL PLATE J 5/8" DIA. ANCHOR BOLTS - MIN. EMBED. 7" IN CONCRETE W/ 3"X3"X.229" PLATE WASHER 8 #4 HORIZ. REBAR — E.N. 7/16" OSB OR SIDING E.N. 8D @ 6" O.C. F.N. 8D @ 12" O.C. of Oiessip7p ziQa��F I CA? E.N. �"` �Q- ^r 70 2 761 #4 REBAR TOP00 RY z H USE L v - ' / F,G. SLOPE S'/o@10' C, I FOR S #4 REBAR @ 4' O.C. O U) POST PER PLAN POST TO FLOOR BEAM TO POST IN WALL SCALE: N.T.S. 12" DIA. LOG POSTABOVE 5/8" DIA. ROD @ _ CENTER OF POST BLOCK IN FLOOR TO _ MATCH POST BELOW 117/8" 1 JOIST - W/ "ITS" HANGER (2) 1 3/4" X 117/8" LVL FLOOR BEAM LAM. PER MANF. PCZ POST CAP POST TO BEAM TO LOG POST SCALE: N.T.S W o- Q Er] J: - -- -- VINCENT LANE COHASSET, CA. 95973 SIMPSON CB 2X DECK JOIST 3" MIN. f PER POST BUTTE COUNTY o SIDECOVER Ph: 530-538-7601 6X12 GIRDER PER PLAN 0 Fax: 530-538-2140 `° -- DRAWING NOTES/REVISIONS 0 '�• ��//��/ ��j/��jj _ w 03/21/16 - DESIGN CONCEPT 03/25/16 - PRE -ENGINEERING 6X POST PER ��� L 04/14/16 - SUBMITTAL N PLAN \ \- 07/07/16 - PLAN CHECK I PCZ Posr CAP #5 REBAR @ s° O.C. REVIEWED FOR CODE COMPLIANCE 0 PER PLAN EACH WAY PIER TO POST DETAIL / 2 JUL 2 2 20115 10 DECK GIRDER TO POST BELOW JOIST 6 SCALE: N.T.S. \ S6TRB AND ASSOCIATES SG SCALE: N.T.S. S6 INSTALLATION: OPTIONAL WET SET INSTALLATION CONCRETE: VV lJ POST: POST: -DRILLA Y4" DIAMETER HOLE PER LOG SPECIFICATIONS -DRILL A Y4" DIAMETER HOLE 10" -DRILL A 11/16" D'AMETER HOLE 10" ANCHOR DESIGN. (MIN. 7") INTO THE CENTER OF POST. INTO THE CENTER OF POST. -CLEAN OUT DUST, FILL HOLE 9 IN. BOG POST IN WALL 2X6 WALE -CLEAN OUT DUST. FILL HOLE -CLEAN OUT DUST HALFWAY WITH SIMPSON SET HALFWAY WITH SIMPSON SET FILL HOLE EPDXY TO SET AN) CURE. PER PLAN EPDXY. HALFWAY WITH SIMPSON SF- WET SET OPTION CONCRETE DBL. 2X6 OR 3X6 -INSERT RFB BOLT EPDXY. SILL PLATE AND ALLOW EPDXY TO SET -DROP ONTO EXPOSE) ROD. WET SET IN 5/8` ANCHALLTHOR NU WITH 7/16" OSB AND CURE. -SECURE STANDOFF TO POST EMBEDSIMPSON PAR ANCHOR NUT ON BOTTOM ` E.N. 8D 4" O.C. -SECURE STANDOFF TO POST USING FOUR SDS SCREWS EMBED 7". 99„ ` @ (STACK HEIGHT) m 5" SDWS @ 11" O.C. ` USING FOUR SDS SCREWS. \ F.N. 8D @ 12" O.C. �- Loc Posr PER PLAN I a va" C 16D @4" O.C. � 3/4" SUB FLOOR STAGGER INTO ` ` \ 3/4" SUB FLOOR I 5/8" DIA. ALL T' -+READ ` ♦ DRILL 11/16" 0 HOLE 10" DEEF ", (SIMPSO\' R'r S Wi E°OXY) PER PLAN JOIST BELOW PER PLAN MIN. INTO LOG POST 2 1/2 01 ae , PERMIT#_ t - O 5 ( FFS T) 6 1/2" O E BUTTE COUN DEVELOPMENT SERVICES Pev PER PLAN o REVI -WED FOR FILL WITH SET EPDXY nCODE GOMPLIANCE BEFORE ALL -THREAD ROD - 1 l DATE SCALE 11 7/8" 1 JOIST UNDER WALL03/21/16 AS NOTED CUT THRU POST r 1 �� , z SHEET TITLE 5/8" DIA. ALL THREAD � BLOCK IN POST/\\//j/�/ NAIL W/16D T/ HDU2/AA STRUCTURAL CI \ N 2x BLOCK IF POST UNDER Z DETAILS POST PER PLAN NEEDED FLOOR PER PLAN —_ #5 REBAR @ 6" O.C. SHEET NUMBER PER PLAN ACH WAY 9 INTERIOR SHEAR WALL 1ST FLOOR (NO BEAM) 5 LOG POST TO PIER 1 S6 SCALE: N.T.S. OG SCALE: N.T.S. S6 v @ 18" O.C. VERT. (ONLY UJ REF: 0100 MIN. 3" BEARING x4 KEYWAY OPTIONAL: 4x4 REQUIRED FOR DOUBLE POUR '— PROJECT INFORMATION ADAMS WITH NO KEYWAY Z NOT REQUIRED 1 1 DECK GIRDER TO LOG POST (BELOW JOIST) 7 iv FOR SINGLE POUR) � a RESIDENCE: S6 SCALE: N.T.S. SIS Current Address: „G„ (2) #4 REBAR CLINT ADAMS v - 57 ZONALEA LANE m CHEROKEE, CA. 95965 POST IN WALL 2x CEDAR OR (530)321-1007 PER PLAN REDWOOD DECKING TYPICAL HOUSE FOOTING 3 SCALE: N.T.S. �+/+ JV 3/4" SUB FLOOR Job Site Address: PER PLAN /41 an Tnrhleu c APN #056-170-058 POST PER PLAN POST TO FLOOR BEAM TO POST IN WALL SCALE: N.T.S. 12" DIA. LOG POSTABOVE 5/8" DIA. ROD @ _ CENTER OF POST BLOCK IN FLOOR TO _ MATCH POST BELOW 117/8" 1 JOIST - W/ "ITS" HANGER (2) 1 3/4" X 117/8" LVL FLOOR BEAM LAM. PER MANF. PCZ POST CAP POST TO BEAM TO LOG POST SCALE: N.T.S W o- Q Er] J: - -- -- VINCENT LANE COHASSET, CA. 95973 SIMPSON CB 2X DECK JOIST 3" MIN. f PER POST BUTTE COUNTY o SIDECOVER Ph: 530-538-7601 6X12 GIRDER PER PLAN 0 Fax: 530-538-2140 `° -- DRAWING NOTES/REVISIONS 0 '�• ��//��/ ��j/��jj _ w 03/21/16 - DESIGN CONCEPT 03/25/16 - PRE -ENGINEERING 6X POST PER ��� L 04/14/16 - SUBMITTAL N PLAN \ \- 07/07/16 - PLAN CHECK I PCZ Posr CAP #5 REBAR @ s° O.C. REVIEWED FOR CODE COMPLIANCE 0 PER PLAN EACH WAY PIER TO POST DETAIL / 2 JUL 2 2 20115 10 DECK GIRDER TO POST BELOW JOIST 6 SCALE: N.T.S. \ S6TRB AND ASSOCIATES SG SCALE: N.T.S. S6 INSTALLATION: OPTIONAL WET SET INSTALLATION CONCRETE: VV lJ POST: POST: -DRILLA Y4" DIAMETER HOLE PER LOG SPECIFICATIONS -DRILL A Y4" DIAMETER HOLE 10" -DRILL A 11/16" D'AMETER HOLE 10" ANCHOR DESIGN. (MIN. 7") INTO THE CENTER OF POST. INTO THE CENTER OF POST. -CLEAN OUT DUST, FILL HOLE 9 IN. BOG POST IN WALL 2X6 WALE -CLEAN OUT DUST. FILL HOLE -CLEAN OUT DUST HALFWAY WITH SIMPSON SET HALFWAY WITH SIMPSON SET FILL HOLE EPDXY TO SET AN) CURE. PER PLAN EPDXY. HALFWAY WITH SIMPSON SF- WET SET OPTION CONCRETE DBL. 2X6 OR 3X6 -INSERT RFB BOLT EPDXY. SILL PLATE AND ALLOW EPDXY TO SET -DROP ONTO EXPOSE) ROD. WET SET IN 5/8` ANCHALLTHOR NU WITH 7/16" OSB AND CURE. -SECURE STANDOFF TO POST EMBEDSIMPSON PAR ANCHOR NUT ON BOTTOM ` E.N. 8D 4" O.C. -SECURE STANDOFF TO POST USING FOUR SDS SCREWS EMBED 7". 99„ ` @ (STACK HEIGHT) m 5" SDWS @ 11" O.C. ` USING FOUR SDS SCREWS. \ F.N. 8D @ 12" O.C. �- Loc Posr PER PLAN I a va" C 16D @4" O.C. � 3/4" SUB FLOOR STAGGER INTO ` ` \ 3/4" SUB FLOOR I 5/8" DIA. ALL T' -+READ ` ♦ DRILL 11/16" 0 HOLE 10" DEEF ", (SIMPSO\' R'r S Wi E°OXY) PER PLAN JOIST BELOW PER PLAN MIN. INTO LOG POST 2 1/2 01 ae , PERMIT#_ t - O 5 ( FFS T) 6 1/2" O E BUTTE COUN DEVELOPMENT SERVICES Pev PER PLAN o REVI -WED FOR FILL WITH SET EPDXY nCODE GOMPLIANCE BEFORE ALL -THREAD ROD - 1 l DATE SCALE 11 7/8" 1 JOIST UNDER WALL03/21/16 AS NOTED CUT THRU POST r 1 �� , z SHEET TITLE 5/8" DIA. ALL THREAD � BLOCK IN POST/\\//j/�/ NAIL W/16D T/ HDU2/AA STRUCTURAL CI \ N 2x BLOCK IF POST UNDER Z DETAILS POST PER PLAN NEEDED FLOOR PER PLAN —_ #5 REBAR @ 6" O.C. SHEET NUMBER PER PLAN ACH WAY 9 INTERIOR SHEAR WALL 1ST FLOOR (NO BEAM) 5 LOG POST TO PIER 1 S6 SCALE: N.T.S. OG SCALE: N.T.S. S6