3601 W MUKILTEO BLVD 2024-10-14 - Laserfiche WebLink

FLOOR PLAN NOTES: o m Q 1.ALL EXTERIOR DIMENSIONS ARE TO THE FRAMING OR MAIN LAYER. DIMENSIONS TO OPENINGS ARE TO THE CENTER. 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND IS RESPONSIBLE FOR ALL DIMENSIONS(INCLUDING ROUGH OPENINGS). A202 - o GENERAL FRAMING NOTES: 1. ALL DIMENSIONAL LUMBER SHALL BE DOUGLAS FIR LARCH NO.2 AND LARGER LUMBER SHALL BE DOUGLAS FIR NO.1 OR BETTER,UNO. 2.WALL HEADERS:(2)2 X 10 OF 2 W/IK/IT TYP.UNO 3. I-JOISTS AND LVL MEMBERS MUST BE INSTALLED IN COMPLIANCE WITH THEIR LISTINGS. 4.ALL TRUSSES SHALL BE ENGINEERED AND STAMPED WITH A SEPARATE ENGINEERED DOCUMENT. 5. PRE-MANUFACTURED WOOD JOISTS&TRUSSES SHALL BE OF THE SIZE AND Z TYPE SHOWN ON THE DRAWINGS,MANUFACTURED BY THE TRUSS OR JOIST Q COMPANY.NO MEMBERS SHALL BE MODIFIED AND MUST BE INSTALLED IN J COMPLIANCE WITH THEIR LISTINGS.PROVIDE BRIDGING IN CONFORMANCE WITH THE MANUFACTURERS RECOMMENDATIONS.MEMBERS AND BRIDGING SHALL BE CAPABLE OF RESISTING THE WIND UPLIFT NOTED ON THE DRAWINGS.THE MANUFACTURER SHALL VISIT JOB SITE AS REQUIRED AND VERIFY THE PROPER r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — O INSTALLATION OF THE JOISTS&TRUSSES IN WRITING TO THE CONTRACTOR/ O ENGINEER.PRE-MANUFACTURED WOOD JOIST ALTERNATES WILL BE I I J CONSIDERED,PROVIDED THE ALTERNATE IS COMPATIBLE WITH THE LOAD I I Z CAPACITY,STIFFNESS,DIMENSIONAL,AND FIRE RATING REQUIREMENTS OF THE PROJECT,AND IS ENGINEER OR ICBO APPROVED. 6.ALL JOISTS AND RAFTERS SHALL HAVE SOLID BLOCKING AT THEIR BEARING I O I Q POINTS.CONNECT BLOCKING TO TOP OF WALL W/SIMPSON FRAMING ANCHORS. ROOF JOIST TO HAVE HURRICANE CLIPS @ 48'O.C.OR SIMPSON H-1 HURRICANE CLIPS @ 24"0/C. INSTALL PRIOR TO ROOF SHEETING. 7.ALL WOOD&IRON CONNECTIONS MUST CARRY THE CAPACITY OF THE MEMBER. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONNECTIONS.IF OTHER THAN STANDARD CONNECTIONS ARE REQUIRED,CONTACT PROJECT ENGINEER FOR ASSISTANCE.USE SIMPSON OR OTHER ICC LISTED CONNECTIONS. i [IQTHI(� LIVING BEDROOM 8.ALL HANGERS AND NAILS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE SIMPSON Z-MAX HANGERS OR STAINLESS STEEL. 9. NAILS:ALL SHEAR WALL SHEATHING NAILS SHALL BE COMMON NAILS ALL I CARPORT "X 11 13'-4"X 8'-6" 10'-0"X 15'-0" FRAMING NAILS SHALL BE COMMON NAILS.OR HOT DIPPED GALVANIZED BOX 4 S F 113 SQ FT 151 SQ FT NAILS.FRAMING NAILS SHALL BE PER IBC TABLE 2304.9.1 OR IRC TABLE 12X16 0 RI A301 I oNa 10.THRUST SHALL BE ELIMINATED BY THE USE OF COLLAR TIES OR CEILING JOISTS, WHERE REQUIRED. A201 — — — — — — — — — — — — 11. BEVELED BEARING PLATES ARE REQUIRED AT ALL BEARING POINTS FOR BCI& I Attic Access I A201 TJI RAFTERS. F 12.ALL COLUMNS SHALL EXTEND DOWN THRU THE STRUCTURE TO THE C = FOUNDATION.ALL COLUMNS SHALL BE BRACED AT ALL FLOOR LEVELS. I I C COLUMNS SHALL BE THE SAME WIDTH AS THE MEMBERS THAT THEY ARE SUPPORTING. A301 I W 13.ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 1/2"THICK 2-M-W SHEATHING m O OR EQUAL W/8D COMMON NAILS @ 6"O.C.@ EDGES @ 12"O.C.IN FIELD,UNO. SHEATHING SHALL BE CONTINUOUS ACROSS ALL HORIZONTAL FRAMING JOINTS. KITCHEN W 14.ALL ROOF SHEATHING AND SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS,EXCEPT AS INDICATED ON THE I 18'-8"X 6'-6" I be DRAWINGS.ROOF SHEATHING SHALL EITHER BE BLOCKED,TONGUE-AND- I 100 SQ FT GROOVE,OR HAVE EDGES SUPPORTED BY PLYCLIPS.SHEAR WALL SHEATHING o SHALL BE BLOCKED WITH 2X FRAMING AT ALL PANEL EDGES.SHEATH ROOFI O'O I M PRIOR TO ANY OVER FRAMING. 15. PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF'U.S.PRODUCT I lu- STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD"OR APA PRP-108 PERFORMANCE STANDARDS.UNO,PANELS SHALL BE APA RATED SHEATHING,EXPOSURE 1,OF THE THICKNESS AND SPAN RATING SHOWN ON THE II N DRAWINGS.PLYWOOD INSTALLATION SHALL BE IN CONFORMANCE WITH APA o RECOMMENDATIONS.ALLOW 1/8"SPACING AT PANELS ENDS AND EDGES, L— — — — — — — — — — — — — - -2L- ib*2i.--6--- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER. 16.GLULAM BEAMS SHALL BE FABRICATED IN CONFORMANCE WITH U.S.PRODUCT 6 SQ FT E STANDARD PS 56,'STRUCTURAL GLUED LAMINATED TIMBER"AND AMERICAN o INSTITUTE OF TIMBER CONSTRUCTION,ATTIC 117.EACH MEMBER SHALL BEAR AN ATIC OR APA-EWS IDENTIFICATION MARK AND BE ACCOMPANIED BY A s Eg � o CERTIFICATE OF CONFORMANCE.ONE COAT OF END SEALER SHALL BE APPLIED o IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. o°O ` 17.GLULAM BEAMS SHALL BE 24F-V4 DF/DF OR EQUAL FOR SIMPLE SPANS,AND M o 24F-V8 DF/DF FOR CONTINUOUS SPANS. 18."VERSA-LAM"&"MICRO-LAM MEMBERS SHALL BE GRADE 2.0 E. 19.ANY WOOD IN CONTACT W/CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 20.ALL WOOD&IRON CONNECTORS SHALL BE INSTALLED W/ALL REQUIRED FASTENERS IN COMPLIANCE W 21.ALL HANGERS TO BE"SIMPSON/"TORTE UAL.TENAPPROVAL. LIVING AREA 22. NOTIFY EOR PRIOR TO DRILLING HOLES IN STEEL BEAMS. 480 SQ FT m IZ E1 Q (n Nw 0 1ST FLOOR PLAN 1/2"=1'