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<br /> 1 VI" I"LNI C 1 V J 1 lJU CIVLJ IVNIL�L)-IOU O
<br /> " CLARIFICATION IF SITE CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN SHOWN, RAFTERS. SUBJECT YOU TO A CLAIM FOR DAMAGES FROM �
<br /> ITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED IF DISCREPANCIES ARE FOUND IN THE PLANS OR NOTES, OR IF A QUESTION ARISES OVER THE ARC 3D DESIGNS a
<br /> SPECIFIC MANUFACTURES AND MODEL NUMBERS SHOWN ON THE DOUBLE STUDS FACE NAIL 16d @ 24" OC
<br /> INTENT OF THE PLANS OR NOTES. CONTRACTOR SHALL VERIFY AND IS RESPONSIBLE FOR ALL �
<br /> IENSIONS. THE GENERAL CONTRACTOR SHALL VERIFY AND IS RESPONSIBLE FOR ALL DOUBLE TOP PLATES FACE NAIL 16d @ 16" OC V
<br /> IENSIONS (INCLUDING ROUGH OPENINGS)AND CONDITIONS ON THE JOB AND MUST DIMENSIONS (INCLUDtNG ROUGH OPENINGS). PLANS ARE INDICATIONS OF QUALITY ONLY. THE OWNER/BUILDER CONTINUOUS HEADER TWO PIECES 16d @ 16" OC ALONG EA. EDGE �
<br /> TIFY THIS OFFICE OF ANY VARIATIONS FROM THESE DRAWINGS. SHALL NOT BE PROHIBITED FROM SUBSTITUTING MATERIALS AND/ gUILT-UP HEADER, TWO PIECES HOMEOWNER WILL TAKE NECESSARY p
<br /> OR APPLIANCES OF EQUAL QUALITY/STRENGTHS FROM NON- W/ 1/2" SPACER 16d @ 16" OC ALONG EA. EDGE PRECAUTIONS TO REMOVE OR
<br /> PLEASE SEE ADDITIONAL NOTES CALLED OUT ON OTHER SHEETS. TOP PLATES, LAPS AND INTERSECTIONS FACE NAIL(2)-16d RELOCATE ITEMS OF VALUE TO BE J m
<br /> = GENERAL CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND PROPER FUNCTION OF SPECIFIED MANUFACTURERS.
<br /> JMBING, HVAC AND ELECTRICAL SYSTEMS. THE GENERAL CONTRACTOR SHALL NOTIFY
<br /> BUILDING PERFORMANCE: REUSED AND/OR SAVED, OR IN ANY
<br /> S OFFICE WITH ANY PLAN CHANGES REQUIRED FOR DESIGN AND FUNCTION OF THE OWNER/BUILDER SHALL NOT BE SUBSTITUTING MATERIALS m �
<br /> CEI�ING JOISTS TO PLATE TOE NAIL(3)-8d DANGER OF BEING DAMAGED DUE TO Q W
<br /> 1MBING, HVAC AND ELECTRiCAL SYSTEMS. PROVIDED THEY MEET CURRENT BLDG. CODE,AND ARE E– "
<br /> HEAT LOSS CALCULATIONS SHALL COMPLY WITH THE REQUIREMENTS OF REGIONALAND CONTINUOUS HEADER TO STUD TOE NAIL(4)-8d CONSTRUCTION PROCESS. tn
<br /> APPROVED FOR THAT SPECIFIC USE BY THE BUILDING OFFICIAL CEILING JOISTS LAPS OVER PARTITIONS FACE NAIL(3)-10d Z >
<br /> S OFFICE SHA�L NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, LOCAL CODES. SEE CALCULATIONS. PORCHES, DECKS, FOUNDATION, FIREPLACE ' � W
<br /> ENCLOSURES,AND GARAGE AREAS NOT INCLUDED IN LIVING AREA. ALL EXHAUST FANS TO BE CEILING JOISTS TO PARALLEL RAFTERS FACE NAIL(3)-10d To the best of my knowledge these plans are drawn � �
<br /> fS OR OMISSIONS OF THE CONTRACTOR OR SUBCONTRACTOR, OR FAILURE OF ANY OF RAFTER TO PLATE TOE NAIL(2)-16d to comply with owner's and/or buiider's
<br /> =M TO CARRY OUT WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS.AND VENTED DIRECTLY TO THE EXTERIOR. ALL PENETRATIONS OF THE BUILDING ENVELOPE SHALL >
<br /> BE SEALED WITH CAULK OR FOAM. 1" BRACE TO EACH STUD AND PLATE FACE NAIL(2)-8d specifications and any changes made on them after W
<br /> =ECT DISCOVERED IN THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE BUILT-UP CORNER STUDS 10d @ 24" OC prints are made wili be done at the owner's and/or � W
<br /> "ENTION OF THIS OFFICE BY WRITTEN NOTICE BEFORE PROCEEDING WITH WORK. FRAMING NOTES: 2" PLANKS (2)-16d @ EA.BRG. builder's expense and responsibility.The contractor Q
<br /> aSONABLE TIME NOT ALLOWED THIS OFFICE TO CORRECT THE DEFECT SHALL PLACE THE
<br /> �DEN OF COST AND LIABILITY FROM SUCH DEFECT UPON THE CONTRACTOR. shall verify aIl dimensions and enclosed drawing. �
<br /> PROVIDE DOUBLE JSTS. UNDER ALL WALLS RUNNING PARALLEL 1/2" PLYWOOD ROOF AND WALL EDGES 8d @ 6" OC Arc3ddesigns, Les White is not liable for errors
<br /> STRUCTURAL ENGINEER: TO JOISTS. SHEATHING INTERMEDIATE 8d @ 12" OC once construction has begun.While every effort W
<br /> 31GN CRITERtA: 20121RC AND IBC . has been made in the preparation of this plan to m
<br /> �F: 25 PSF SNOW LOAD PROVIDE POSITIVE VENTILATION AT EA. END OF EA. RAFTER 3/4" PLYWOOD SUBFLOOR EDGES 8d @ 6" OC avoid mistakes,the maker can not guarantee �
<br /> *8 PSF TOP CHORD DL. SPACE AT VAULTED CEILING AREAS. INTERMEDIATE 8d @ 12" OC against human error. The contractor of the job must � _ �
<br /> ''7 PSF BOTTOM CHORD DL. DESIGNER: Les White Arc3ddesigns check all dimensions and other details prior to Z �
<br /> "5 PSF NET WIND UPLIFT. 308 73rd, st. SW, Everett, Wa. 98203 construction and be solely responsible thereafter.
<br /> PROVIDE FIRE BLOCKING, DRAFT STOPS AND FIRE STOPS AS PER 2x MULTIPLE JOISTS- STAGGER @ 15" OC
<br /> )OR: 40 PSF LL. I.B.C. SEC. R502.12. W/(2) @ EA. END OR SPLICE
<br /> *10 PSF TOP CHORD DL. BUILDER: Builder's Information Here 3 OR FEWER 16d NAILS CONTRACTOR SHALL VERIFY ALL �
<br /> CARPENTRY: � � CONDITIONS AND DIMENSIONS AT THE
<br /> *5 PSF BOTTOM CHORD DL. PROVIDE POSITIVE CONECTIONS AT EACH END OF ALL POSTS AND (4) OR MORE 1/2" DIA M.B. W/STANDARD NUTAND WASHERS �OB SITE AND NOTIFY THE DESIGNER OF '
<br /> L: *2,000 PSF ALLOWABLE (ASSUMED). TO BE AT TIME OF EXCAVATfON COLUMNS TO RESIST LATERAL DISPLACEMENT. ANY D►MENSIONA�ERRORS, OMISSIONS �d; 'x '
<br /> �ST DEPTH: *20"-0" SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST � �
<br /> SMIC ZONE: D, EDITION. SAWN LUMBER SHA��CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR DISCREPANCIES BEFORE BEGINNING
<br /> JD: 90 MPH (90 MPH 3 SEC GUST), EXPOSURE C. OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. ALL LUMBER NOT OR FABRICATING ANY WORK.
<br /> DOOR AND WINDOW NOTES: `'�-° ��� T '
<br /> SPECIFICALLY NOTED TO BE D.F. #2 �R BETTER.ALL WOOD IN PERMANENT CONTACT WITH �
<br /> S STRUCTURE SHALL BEADEQUATELY BRACED FOR WIND LOADS UNTILTHE ROOF, CONCRETE OR CMU SHALL BE PRESSURE TREATED UNLESSANAPPROVED BARRIER IS ELECTRICAL - DATA - AUDlO LEGEND � �
<br /> � ,,��
<br /> EVERY BEDROOM SHALL BE PROVIDED WITH AN EGRESS WINDOW sox22
<br /> )OR AND WALLS HAVE BEEN PERMANENTLY FRAMED TOGETHER AND SHEATHED. PROVIDED. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE ATTic '
<br /> MANUFACTURED BY SIMPSON STRONG-TIE COMPANY(OR ENGINEER APPROVED EQUAL) WITH FINISH SILL HEIGHT NOT GREATER THAN 44"ABOVE THE SYMBOL DESCRIPTION ',accEss'
<br /> TALL POLYISOCYANURATE FOAM TYPE INSULATION AT FLOOR AND PLATE LINES, AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BE FINISH FLOOR HEIGHT AND SHALL HAVE A MINIMUM OPENABLE __ ____ '
<br /> =NINGS IN PLATES, CORNER STUD CAVITIES AND AROUND DOOR AND WINDOW ROUGH SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL HANGERS AND NAILS IN CONTACT AREA OF 5.7 SQ. FT. EGRESS WINDOWS SHALL NOT HAVE AN '
<br /> =NING CAVITIES. WITH PRESSURE TREATED LUMBER SHALL BE SIMPSON Z-MAX HANGERS OR STAINLESS OPENABLE AREA LESS THAN 20"WIDE OR 24" HIGH. ,____� Ceiling Fan
<br /> STEEL. ALL SHEAR WALL SHEATHING NAILS SHALL BE COMMON NAILS ALL FRAMING NAILS
<br /> TALL WATERPROOF GYPSUM BOARD AT ALL WATER SPLASH AREAS TO MINIMUM 70" SHALL BE COMMON NAILS. OR HOT DIPPED GALVANIZED BOX NAILS. FRAMING NAILS SHALL ALL WALK-THRU DOORS SHALL BE SOLID CORE
<br /> �VE SHOWER DRAINS. BE PER IBC TRBLE 2304.9.1 OR IRC TABLE R602.3(1). � Ventilation Fans: Ceiling Mounted, Wall Mounted
<br /> INTERIOR DOORS SHALL BE PAINTED. ENTRY DOOR TO BE �- �
<br /> DEFINED BY HOME OWNER PRIOR ORDERING
<br /> ULATE WASTE LINES FOR SOUND CONTROL. PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF "U.S. PRODUCT STANDARD � � � � Ceiling Mounted Light Fixtures: Surface/Pendant,
<br /> PS 1 FOR CONSTRUCTiON AND INDUSTRIAL PLYWOOD" OR APA PRP-108 PERFORMANCE Recessed, Heat Lamp, Low Voltage
<br /> �AUST ALL VENTS AND FANS DIRECTLY TO OUTSIDE VIA METAL DUCTS, PROVIDE 90 CFM STANDARDS. UNLESS NOTED, PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1, OF DOORS BETWEEN GARAGE AND LIVING AREA SHALL BE 1-3/4"
<br /> TIGHT FITTING SOLID CORE DOORS WITH A RATING OF 60 Wall Mounted Light Fixtures: Flush Mounted,
<br /> �) FANS TO PROVIDE 5 AIR CHANGES PER HOUR IN BATHS CONTAINING TUB AND/OR THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. PLYWOOD INSTRLLATION MINUTES. DOOR SHALL BE SELF CLOSING � � Wall Sconce
<br /> �WER AND IN LAUNDRY ROOMS. SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8" SPACING AT
<br /> PANELS ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL Chandelier Light Fixture
<br /> . RECESSED LIGHTS IN tNSULATED CEILINGS TO HAVE THE I.C. LABEL. MANUFACTURER. EXTERIOR EXIT DOORS WILL BE 36" MIN. NET CLEAR DOORWAY
<br /> SHALL BE 32" MIN. DOOR SHALL BE OPENABLE FROM INSIDE •
<br /> �VIDE SO�ID BLOCKING UNDER ALL BEARING WALLS PERPENDICULAR TO JOISTS AND ALL ROOF SHEATHING AND SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR ' _I Fluorescent Light Fixture
<br /> �ER BEARING POINTS NOT OTHERWISE PROVIDED WITH SUPPORT. PERPENDICULAR TO SUPPORTS, EXCEPTAS INDICATED ON THE DRAWINGS. ROOF EFFORT. GLAZING IN DOORS SHALL BE DUAL PANE SAFETY GLASS r
<br /> SHEATHING SHALL EITHER BE BLOCKED, TONGUE-AND-GROOVE, OR HAVE EDGES WITH MIN. U-VALUE OF 0.30 `� 240V Receptacle
<br /> SUPPORTED BY PLYCLIPS. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2X FRAMING WP, r �F��_
<br /> ATALL PANEL EDGES. NAI�ING NOT SPECIFICALLY IDENTIFIED ON THE DRAWINGS TO GARAGE DOORS TO BE SECTIONAL, OVERHEFiD DOORS �, ;�; ;� 110V Receptacles: Duplex, Weather Pronf, GFCI �
<br /> CONFORM WITH IRC TABLE R602.3(1).
<br /> EXTERIOR FINISH N�TES:
<br /> $ W� 3� 4� Switches: Single Pole, Weather Proof, 3-Way, 4-Way �
<br /> GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH U.S. PRODUCT 1. EXTERIOR FINISH TO BE FIBER CEMENT SIDING OVER 5I8 CDX �,,, T ('(� }
<br /> STANDARD PS 56, "STRUCTURAL GLUED LAMINATED TIMBER"AND AMERICAN INSTITUTE OF PLYWOOD/OSB. WINDOW& DOOR TRIM CEDAR. MATERIAL AND � � Switches: Dimmer, Timer t-- �
<br /> TIMBER CONSTRUCTION,AITC 117. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS COLOR BY OWNER.
<br /> IDENTIFICATION MARK AND BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE 2. ROOFING TO BE 50 YEAR ASPHALT OVER 30# FELT, 5/8 CDX AV Control A� Audio Video: Control Panel, Switch .N �– �
<br /> COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP PLYWOOD/OSB. � m �
<br /> OR FIELD. GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON EG. BEAMS SHALL BE 3. DECKING TO BE TREX OR WOOD. FINAL MATERIALAND COLOR BY sP sP Speakers: Ceiling Mounted, Wall Mounted �
<br /> VISUALLY GRADED WESTERN SPECIES INDUSTRIAL GRADE,AND OF THE STRENGTH OWNER. O [� �
<br /> INDICATED BELOW: 4. CHIMNEYS ARE DECORATIVE AND PROVIDE FOR VENTING OF GAS C5 C5� T� � �
<br /> COMBINATION FIREPLACES ONLY. 7 `� � Wall Jacks: CATS, CAT5 + TV, TVICable � �
<br /> DEPTH SYMBOL SPECIES � 5. DOWNSPOUTS TO BE COLLECTED AND ROOF RUN OFF TO BE � Telephone Jack
<br /> � �
<br /> ALL 24F - V4 DF/DF (SIMPLE SPAN) DIRECTED AWAY FROM STRUCTURE PER THE SITE PLAN. – � � � �
<br /> ALL 24F - V8 DF/DF (CONT. OR CANTILEVER) 6. FINISH GRADE SHALL SLOPE AWAY FROM STRUCTURE MIN. 1/2" PER CL� (� � �
<br /> FOOT OF RUN FOR 4' MIN. � Intercom
<br /> PREMANUFACTURED WOOD JOISTS: PREMANUFACTURED WOOD JOISTS SHALL BE OF THE 7• BASALT RETAINtNG WALLS TO MATCH EXISTING RETAINING WALL.
<br /> SIZE AND TYPE SHOWN ON THE DRAWINGS, MANUFACTURED BY THE TRUS JOIST COMPANY, �� Thermostat
<br /> OR AN ENGINEER APPROVED EQUAL. PROVIDE BRIDGING IN CONFORMANCE WITH THE r
<br /> MANUFACTURERS RECOMMENDATIONS. JOISTS AND BRIDGING SHALL BE CAPABLE OF ,_, � Door Chime, Door Bell But#on �— I.n
<br /> RESISTING THE WIND UPLfFT NOTED ON THE DRAWINGS. THE JOIST MANUFACTURER SHALL `� M � O
<br /> VISIT JOB SITE AS REQUtRED AND VERIFY THE PROPER INSTALLATION OF JOISTS IN 5C� � Smoke Detectors: Ceiling Mounted, Wall Mounted � N � N
<br /> WRITING TO THE ARCHITECTlENGINEER. PREMANUFACTURED WOOD JOISTALTERNATES ' "` t `` `` � `�' � � i " ` � T �' ° � " _ � � �
<br /> WILL BE CONSIDERED, PROVIDED THE A�TERNATE IS COMPATIBLE WITH THE LOAD EP Electrical Breaker Panel �/��� �/ll���-���� ��-'��'� (n
<br /> CAPACITY, STIFFNESS, DIMENSIONAL,AND FIRE RATING REQUIREMENTS OF THE PROJECT, '� •
<br /> AND IS ICBO APPROVED. � N U �
<br /> � O �
<br /> LUMBER SPECIES: � N V ,i„�
<br /> A. POSTS, BEAMS, HEADERS, JOISTS, AND RAFTERS TO BE DF-#2 m � � .a.�
<br /> 0 � (n �
<br /> B. EXPOSED ARCH BEAMS TO BE DF-#1 OR BETTER WQ a Qt ;
<br /> C. SIL�S, PLATES BLOCKING,AND BRIDGING TO BE DF-#2. > � �� W
<br /> D. ALL STUDS TO BE DF#2 OR BETfER. � � � � '
<br /> E. PLYWOOD SHEATHING SHALL BE AS FOLLOWS: � � U �
<br /> R O O F S H E A T H I N G S H A L L B E 1/2" C D X I N T-A P A R A T E D 3 2/1 6. � W � �
<br /> WALL SHEATHING SHALL BE 1/2" INT-APA RATED 32/16 OR 7/16" OSB. � Q m
<br /> FLOOR SHEATHING SHALL BE 3/4"T 8 G INT-APA RATED OSB. z Q ,—= �
<br /> M � �
<br /> F. ' I ' JOISTS SHALL BE MANUFACTURED BY TRUS JOIST OR � U
<br /> ENGINEER APPROVED EQUAL. � Q W �
<br /> G. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
<br /> DATE : �
<br /> io/312�is
<br /> SCALE :
<br /> SHEET: �
<br /> �-2
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