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<br /> �GENERAL NOTES AND SPECIFICATIONS GENERAL NOTES: I
<br /> �f-..
<br /> I THE BUILDER SHALL VERIFY THAT SITE CONDITIONS ARE CONSISTENT WITH THESE PLANS FLOORS AND ROOFS THESE DRAWINGS ARE THE PROPRIETARY � "
<br /> 'THE GENERAL CONTRACTOR SHALL FU�LY COMPLY WITH THE 2015 IBCANDALLADDITIONAL NAILING NOTES: (PER IRC TABLE R602.3(1)1 ,
<br /> BEFORE STARTING WORK. WORK NOT SPECIFICALLY DETAII.ED SHALL BE CONSTRUCTED TO WORK PRODUCT AND PROPERTY OF(YOUR �
<br /> STATE AND LOCAL CODE REQUIREMENTS. �, W
<br /> I2015 IEC AND 2015 IMC SHALL BE USED. THE SAME QUALtTY AS SIMILAR WORK THAT IS DETAILED. ALL WORK SHALL BE DONE IN ALL EXPOSED INSULATION IS TO HAVE A FLAME SPREAD RATWG ,JOIST TO SILL OR GIRDER TOE NAIL (3)-8d COMPANY NAME HERE),DEVELOPED FOR THE ,, �
<br /> 'THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY WORK KNOWINGLY ACCORDANCE WITH INTERNATIONAL BUILDING CODES AND LOCAL CODES. OF LESS THEN 25 AND A SMOKE DENSITY RATING OF LESS THAN gRIDGING TO JOIST TOE NAIL EA. END (2)-8d EXCLUSNE USE OF(ARC 3D DESIGNS ).USE OF ,
<br /> 'PERFORMED CONTRARY TO SUCH LAWS, ORDINANCES, OR REGULATIONS. THE 450. SOLE PLATE TO JOIST OR BLK'G FACE NAIL 16d @ 16"OC THESE DRAWINGS AND CONCEPTS CONTAINED J m .
<br /> C O N T R A C T O R S H A L L A L S O P E R F O R M C O O R D I N A T I O N W I T H A L L U T I L I T I E S A N D S T A T E WRITTEN DIMENSIONS AND SPECIFIC NOTES SHALL TAKE PRECEDENCE OVER SCALED END NAIL(2) 16d THEREIN WITHOUT THE WRITTEN PERMISSION m
<br /> S T U D T O S O L E P L A T E T O E N A I L(4)-8 d,
<br /> ''SERVICE AUTHORITIES. DIMENSIONS AND GENERAL NOTES. THE E N G I N E E R/D E S I G N E R S H A L L B E C O N S U�T E D F O R PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN TOP PLATE TO STUD END NAIL(2)-16d O F(A R C 3 D D E S I G N S) I S P R O H I B I T E D A N D M A Y ,, Q �
<br /> CLARiFICATION IF SITE CONDITIONS ARE ENCOUNTERED THATARE DIFFERENT THAN SHOWN, IF RAFTERS. SUBJECT YOU TO A CLAIM FOR DAMAGES FROM � F- � .
<br /> ' DISCREPANCIES ARE FOUND IN THE PLANS OR NOTES, OR IF A QUESTION ARISES OVER THE ARC 3D DESIGNS Z �
<br /> WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DOUBLE STUDS FACE NAIL 16d @ 24" OC , p W
<br /> DIMENSIONS. THE GENERAL CONTRACTOR SHALL VERIFY AND IS RESPONSIBLE FOR ALL INTENT OF THE PLANS OR NOTES. CONTRACTOR SHALL VERIFY AND IS RESPONSIBLE FOR ALL SPECIFIC MANUFACTURES AND MODEL NUMBERS SHOWN ON THE DOUBLE TOP PLATES FACE NAIL 16d @ 16" OC t1) �
<br /> DIMENSIONS (INCLUDING ROUGH OPENINGS). PLANS ARE INDICATIONS OF QUALITY ONLY. THE OWNER/BUILDER
<br /> 'DIMENSIONS (INCLUDING ROUGH OPENINGS)AND CONDITIONS ON THE JOB AND MUST CONTINUOUS HEADER, TWO PIECES 16d @ 16" OC ALONG EA. EDGE ' W
<br /> 'NOTIFY THIS OFFICE OF ANY VARIATIONS FROM THESE DRAWINGS. SHALL NOT BE PROHIBITED FROM SUBSTITUTING MATERIALS AND/ gUILT-UP HEADER, TWO PIECES
<br /> OR APPLIANCES OF EQUAL QUALITY/STRENGTHS FROM NON- HOMEOWNER WILL TAKE NECESSARY
<br /> ' PLEASE SEE ADDITIONAL NOTES CALLED OUT ON OTHER SHEETS. W/ 1/2" SPACER 16d @ 16" OC ALONG EA. EDGE PRECAUTIONS TO REMOVE OR , � W
<br /> �!,THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND PROPER FUNCTION OF SPECIFIED MANUFACTURERS. TOP PLATES, LAPS AND INTERSECTIONS FACE NAIL(2)-16d RE�OCATE ITEMS OF vA�UE TO BE ', Q �'
<br /> !PLUMBING, HVAC AND ELECTRICAL SYSTEMS. THE GENERAL CONTRACTOR SHALL NOTIFY REUSED AND/OR SAVED, OR IN ANY '�, p
<br /> BUILDING PERFORMANCE: THE OWNER/BUILDER SHALL NOT BE SUBSTITUTING MATERIALS
<br /> !THIS OFFICE WITH ANY PLAN CHANGES REQUIRED FOR DESIGN AND FUNCTION OF CEILING JOISTS TO PLATE TOE NAIL(3)-8d DANGER OF BEING DAMAGED DUE TO !
<br /> PROVIDED THEY MEET CURRENT BLDG. CODE,AND ARE
<br /> 'PLUMBING, HVAC AND ELECTRICAL SYSTEMS. CONTINUOUS HEADER TO STUD TOE NAIL (4)-8d CONSTRUCTION PROCESS. W
<br /> HEAT LOSS CALCULATIONS SHALL COMPLY WITH THE REQUIREMENTS OF REGtONAL AND LOCAL APPROVED FOR THAT SPECIFIC USE BY THE BUILDING OFFICIAL CEILING JOISTS, LAPS OVER PARTITIONS FACE NAIL(3)-10d m
<br /> 'THIS OFFICE SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS,ACTS CODES. SEE CALCULATIONS. PORCHES, DECKS, FOUNDATION, FIREPLACE ENCLOSURES,AND CEILING JOISTS TO PARALLEL RAFTERS FACE NAIL 3 -10d �
<br /> � ) To the best of my knowledge these plans are drawn �'
<br /> OR OMISSIONS OF THE CONTRACTOR OR SUBCONTRACTOR, OR FAILURE OF ANY OF THEM GARAGE AREAS NOT INCLUDED IN LIVING AREA. ALL EXHAUST FANS TO BE VENTED DIRECTLY I �
<br /> TO THE EXTERIOR. ALL PENETRATIONS OF THE BUILDING ENVELOPE SHALL BE SEALED WITH RAFTER TO PLATE TOE NAIL 2 -16d � z
<br /> TO CARRY OUT WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS.AND 1" BRACE TO EACH STUD AND PLATE FACE NAIL 2 -8d
<br /> to comply with owner s and/or buitder's i
<br /> CAULK OR FOAM. � ) specifications and any changes made on them after , f ______ __________ '
<br /> DEFECT DISCOVERED IN THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE BUILT-UP CORNER STUDS 10d @ 24" OC prints are made will be done at the owners and/or , ,
<br /> 'ATTENTION 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 I� �`�
<br /> REASONABLE TIME NOT ALLOWED THIS OFFICE TO CORRECT THE DEFECT SHALL PLACE THE shail verify all dimensions and enclosed drawing. ' g��
<br /> BURDEN OF COST AND LIABILITY FROM SUCH DEFECT UPON THE CONTRACTOR. 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 � ', O�' �
<br /> ' " once construction has be un. While eve effort �I �
<br /> A HIN INTERMEDIATE 8d 12 OC g ry
<br /> SHE T G @ k ��
<br /> ��DESIGN CRITERIA: 20121RC AND IBC STRUCTURAL ENGINEER: NIC LEHTNENI TO JOISTS. g
<br /> �
<br /> 425-252-2372 has been made in the preparation of this plan to �i, : � _
<br /> ,ROOF: 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 uarantee �-
<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 Arc3ddesi ns '�,
<br /> 9 check all dimensions and other details prior to p
<br /> *5 PSF NET WIND UPLIFT. 308 73rd. st. SW, Everett, Wa. 98203 2x MULTIPLE JOISTS- STAGGER 15" OC construction and be solely responsible thereafter. I �'
<br /> ' PROVIDE FIRE BLOCKING, DRAFT STOPS AND FIRE STOPS AS PER @ J�, ' .
<br /> 'FLOOR: 40 PSF LL. . , W/ 2 EA. END OR SPLICE
<br /> '� '`10 PSF TOP CHORD DL. BUILDER: Builder s Information Here I.B.C. SEC. R502.12. � � @ CO►vTRACTOR SHAL�vER�FY A�� � _ ____b___ __ __ J
<br /> '`5 PSF BOTTOM CHORD DL. C A R P E N T R Y: (3) OR FEWER 16d NA{LS CONDITlONS AND DIMENSIONS AT THE
<br /> I SOIL: *2,000 PSF ALLOWABLE (ASSUMED). TO BE AT TIME OF EXCAVATION PROVIDE POSITNE CONECTIONS AT EACH END OF ALL POSTS AND (4) OR M ORE 1/2" D I A M.B. W/S T A N D A R D N U T A N D W A S H E R S JOB SITE AND NOTIFY THE DESIGNER OF
<br /> 'FROST DEPTH: *18 " SAWN LUMBER DESIGN IS BASED ON THE NATI ONA L D E S I G N S P E C I F I C A T I O N, L A T E S T COLUMNS TO RESIST LATERAL DISPLACEMENT. ANY DIMENSIONAL ERRORS, OMISSIONS
<br /> SEISMIC ZONE: D, EDITION. SAWN LUMBER SHA�L CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR DISCREPANCIES BEFORE BEGINNING
<br /> WIND: 90 MPH (90 MPH 3 SEC GUST), EXPOSURE C. OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. ALL LUMBER NOT OR FABRICATING ANY WORK
<br /> ' SPECIFICALLY NOTED TO BE D.F. #2 OR BETTER.ALL WOOD IN PERMANENT CONTACT WITH DOOR AND WINDOW NOTES:
<br /> ' ELECTRICAL - DATA - AUDIO LEGEND i� �
<br /> 'THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND LOADS UNTIL THE ROOF, CONCRETE OR CMU SHALL BE PRESSURE TREATED UNLESS AN APPROVED BARRIER IS EVERY BEDROOM SHALL BE PROVIDED WITH AN EGRESS WINDOW soxzz , �
<br /> FLOOR AND WALLS HAVE BEEN PERMANENTLY FRAMED TOGETHER AND SHEATHED. PROVIDED. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE 'ATTic '
<br /> MANUFACTURED BY StMPSON STRONG-TIE COMPANY (OR ENGINEER APPROVED EQUAL) WITH FINISH SILL HEIGHT NOT GREATER THAN 44"ABOVE THE SYMBOL DESCRIPTION iAccEssj
<br /> I INSTALL 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 /> I OPENINGS 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 /> �'OPENING CAVITtES. 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 /> ALL WALK-THRU DOORS SHALL BE SOLID CORE �-� ' `
<br /> I INSTALL WATERPROOF GYPSUM BOARD ATALL WATER SPLASH AREAS TO MINIMUM 70" SHALL BE COMMON NAILS. OR HOT DIPPED GALVANIZED BOX NAILS. FRAMING NAILS SHALL _� �— O
<br /> ABOVE SHOWER DRAINS. BE PER IBC TABLE 2304.9.1 OR IRC TABLE R602.3(1). ��=�7! �;y Ventilation Fans: Ceiling Mounted, Wall Mounted �— �' "
<br /> INTERIOR DOORS SHALL BE PAINTED. ENTRY DOOR TO BE �� , � �
<br /> DEFINED BY HOME OWNER PRIOR ORDERING
<br /> 'INSULATE WASTE LINES FOR SOUND CONTROL. PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF "U.S. PRODUCT STANDARD ,-� R > Ceiling Mounted Light Fixtures: Surface/Pendant, ,
<br /> � ., ,� � � .�,� �� � 1t1
<br /> I PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD OR APA PRP-108 PERFORMANCE t Recessed Heat Lamp, Low Voltage �
<br /> 'EXHAUST 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 /> >!< Wall Mounted Light Fixtures: Flush Mounted, � Q
<br /> (MIN) FANS TO PROVIDE 5 AIR CHANGES PER HOUR IN BATHS CONTAINING TUB AND/OR THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. PLYWOOD INSTALLATION TIGHT FITTING SOLID CORE DOORS WITH A RATING OF 60 � �x< ,
<br /> SHOWER AND IN LAUNDRY ROOMS. SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8" SPACING AT MINUTES. DOOR SHALL BE SELF CLOSING Wall Sconce , ` � �
<br /> ' PANELS ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL Chandelier Light Fixture J�
<br /> 'ALL RECESSED LIGHTS IN INSULATED CEILINGS TO HAVE THE I.C. LABEL. MANUFACTURER. EXTERtOR EXIT DOORS WILL BE 36" MIN. NET CLEAR DOORWAY � � �
<br /> SHALI. BE 32" MIN. DOOR SHALL BE OPENABLE FROM INSIDE � -; � � �
<br /> '�PROVIDE SOLID BLOCKWG UNDER ALL BEARING WALLS PERPENDICULAR TO JOISTS AND A�L ROOF SHEATHING AND SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR L —_� Fluarescent Light Fixture �— O
<br /> �OTHER BEARING POINTS NOT OTHERWISE PROVIDED WITH SUPPORT. PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. ROOF EFFORT. GLAZING IN DOORS SHALL BE DUAL PANE SAFETY GLASS ,�* Q � (y
<br /> SHEATHING SHALL EITHER BE BLOCKED, TONGUE-AND-GROOVE, OR HAVE EDGES WITH MIN. U-VALUE OF 0.60 ti.;-� 240V Receptacle �
<br /> SUPPORTED BY PLYCLIPS. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2X FRAMING ,�,P �F� — � � .
<br /> ATALL PANEL EDGES. NAILING NOT SPECIFICALLY IDENTIFIED ON THE DRAWINGS TO GARAGE DOORS TO BE SECTIONAL, OVERHEAD DOORS � � � 110V Receptacles: Duplex, Weather Proof, GFCI �/ � Q,
<br /> CONFORM WITH IRC TABLE R602.3(1). �
<br /> � � 3� °� Switches: Single Pole, Weather Proof, 3-Way, 4-Way � � �
<br /> EXTERIOR FINISH NOTES:
<br /> ' GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH U.S. PRODUCT 1. EXTERIOR FINISH TO BE FIBER CEMENT SIDiNG OVER 5/8 CDX o,,,, T ' —� � �
<br /> ' STANDARD PS 56, "STRUCTURAL GLUED LAMINATED TIMBER"AND AMERtCAN INSTITUTE OF � Switches: Dimmer, Timer ' �
<br /> TIMBER CONSTRUCTION,AITC 117. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS PLYWOOD/OSB. WINDOW& DOOR TRIM CEDAR. MATERIAL AND $ w � w
<br /> COLOR BY OWNER. � � �
<br /> ' IDENTIFICATION MARK AND BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE A�o�t�o� A .
<br /> i COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR 2• ROOFING TO BE 50 YEAR ASPHALT OVER 30# FELT, 5/8 CDX '--� �, Audio Video: Control Panel, Switch
<br /> , FIELD. GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON EG. BEAMS SHALL BE VISUALLY PLYWOOD/OS6. , � � •
<br /> �' GRADED WESTERN SPEGES INDUSTRIAL GRADE,AND OF THE STRENGTH INDICATED 3. DECKING TO BE TREX OR WOOD. FINAL MATERIAL AND COLOR BY sP sP Speakers: Ceiling Mounted, Wall Mounted , � � �
<br /> BELOW: OWNER. � ,
<br /> , 4. CHIMNEYS ARE DECORATIVE AND PROVIDE FOR VENTING OF GAS �5`��5�� ;Y; , O
<br /> ' FIREPLACES ONLY. Wall Jacks: CAT5, CATS + TV, TV/Cable , � �
<br /> COMBINATION 5. DOWNSPOUTS TO BE COLLECTED AND ROOF RUN OFF TO BE '
<br /> DEPTH SYMBO� SPECIES USE �; Telephone Jack '
<br /> 'I ALL 24F-V4 DF/DF (SIMPLE SPAN) DIRECTED AWAY FROM STRUCTURE PER THE SITE P�AN.
<br /> ALL 24F -V8 DF/DF (CONT. OR CANTILEVER) 6. FINISH GRADE SHALL SLOPE AWAY FROM STRUCTURE MIN. 1!2" PER cn
<br /> FOOT OF RUN FOR 4' MIN. � Intercom z ,.;
<br /> 7. BASALT RETAINING WALLS TO MATCH EXISTING RETAINING WALL � c
<br /> ' PREMANUFACTURED WOOD JOISTS: PREMANUFACTURED WOOD JOISTS SHALL BE OF THE �
<br /> ' SIZE AND TYPE SHOWN ON THE DRAWINGS, MANUFACTURED BY THE TRUS JOtST COMPANY, Q T h e r m o s t a t � �
<br /> ' OR AN ENGINEER APPROVED EQUAL. PROVIDE BRIDGING IN CONFORMANCE WITH THE ' "
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<br /> MANUFACTURERS RECOMMENDATtONS. JOISTS AND BRIDGING SHALL BE CAPABLE OF ,- ^ Door Chime, Door Bell Button ,
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<br /> ' RESISTING THE WIND UPLIFT NOTED ON THE DRAWWGS. THE JOIST MANUFACTURER SHA�L ' �
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<br /> ' VISIT JOB SITE AS REQUIRED AND VERIFY THE PROPER INSTALLATION OF JOISTS IN WRITING � �° Smoke Detectors: Ceiling Mounted, Wall Mounted � N
<br /> TO THEARCHITECT/ENGINEER. PREMANUFACTURED WOOD JOISTALTERNATES WILL BE � � � •
<br /> CONSIDERED, PROVIDED THE ALTERNATE IS COMPATIBLE WITH THE LOAD CAPACITY, '� m � �
<br /> � STIFFNESS, DIMENSIONAL,AND FIRE RATING REQUtREMENTS OF THE PROJECT,AND IS ICBO EP Electrical Breaker Panel 0 a N
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<br /> ' APPROVED. � �
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<br /> , LUMBER SPECIES: ', a w �-
<br /> i A. POSTS, BEAMS, HEADERS, JOISTS,AND RAFTERS TO BE DF-#2 � ��.,
<br /> , PREFA�BRIGA�T�D PLYWOOD WEB JOl5T5 SH,hLL BE DE5IGNED BY THE MRNUFA�GTURER FOR THE SPA�NS A�ND GONDITIONS SHOINN ON THE , � �
<br /> ' B. EXPOSEDARCH BEAMS TO BE DF-#1 OR BETTER PL,4N5 �ND 5H,4LL BE FURNISHED �4ND INSTA�LLED IN GONFORMA�NGE WITH THE M,4NUFA�GTURER'S SPEIFIGh�TIONS �4LL NEGE55�RY Z
<br /> �
<br /> BRIDGIN6, BLOGKING, STIFFNERS. ETG 5H,4LL BE DETAILED A�ND FURNISHED BY THE MP�N�A�GTURER. SUBMIT SHOP DRRY�lINGS �ND DE51GN � � "
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<br /> C. SiLLS, PLATES BLOCKING,AND BRIDGING TO BE DF-#2. �'�i a -�
<br /> � GA�LGUL�TIONS S�P�RING THE STA�MP OF ,h LIGINSED ENGINEER TO THE A�RGHITEGT PRIOR TO F?�BRIG�TION DE51GN SHOWN ON PLA�N5 15 ' o
<br /> ' D. ALL STUDS TO BE DF#2 OR BETTER.
<br /> ' Bft55ED ON J015T5 P�5 MP�NU�AGTURED BY THE TRUSS-J015T GORPORA�TION. RLL H}�NGER5I�ND OTHER H�+►RDIN�RE SHA�LL BE GOMP�TIBLE
<br /> E. PLYWOOD SHEATHING SHALL BE AS FOLLOWS: Y�IITH THE JO15T5 PROVIDED. '
<br /> ROOF SHEATHING SHAL� BE 1/2"CDX INT-APA RATED 32/16. ' QATE :
<br /> WALL SHEATHING SHALL BE 1/2" INT APA RATED 32/16 OR 7/16" OS . ' .
<br /> FLOOR SHEATHING SHAL� BE 3/4"T& G INT-APA RATED OSB.
<br /> F. ' I ' JOISTS SHALL BE MANUFACTURED BY TRUS JOIST O '' 9�2 7�2 O 17
<br /> ENGINEER APPROVED EQUAL.
<br /> ', G. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. � SCALE : ,
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<br /> SHEET: ,
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