2505 PANAVIEW BLVD 2018 Plans 2022-11-29

, �rafting nor wes � GENERAL NOTES PROJECT DESCRIPTION VICIN ITY MAP PROPOSED 168 SF ADDITION &248 SF � -- --- - — --- - ----- ------. CODE i _ _- _ (__ _- - _ � _ _ _ _ _ _ _ ; OF THE EXISTING GARAGE � � DESIGN IS IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDWG CODE(I.B.C.) CONVERTING TO ADULT FAMILY HOME j FOUNDATIONS OWN E R � � I iEXTEND FOOTINGS TO FIRM UNDISTURBED SOIL,ASSUMED BEARWG CAPACITY OF 1500 PSF. ALL EYENE AL Z&AWOKE SOLOMON K I I 3�:;�'✓�P�_�, EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF'I'-6"BELOW ADJACENT EXTERIOR FINISHED GRADE. 2SOJ� PANAVIEW BLVD EVERETT,WA 98203 � r�,5�•;,y,,..;,., PHONE: 206 422 8720 j , CAST-IN-PLACE CONCRETE almaz solo@yahoo.com � ,,,, i , F'c=3,000 PSI @ 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A ��;� �"i,. MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94#SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRE0. �`'��' � � ., : : TOTAL AIR ENTRAINMENT SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. MAXIMUM S ITE AD D RESS i ` i �' ' " � SIZED AGGREGATES IS 1-1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL REINFORCING STEEL DOWELS, 2505 PANAVIEW BLVD I I ANCHOR BOLTS AND OTHER WSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. � ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/"DIAMETER WITH EVERETT,WA JHZO3 I II 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER UNLESS ' NOTED OTHERWISE ON THE PLANS. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED �{} i I WITHIN 6 INCHES OF EACH END OF THE SILL PLATE. PARC E L I D 1T I 00603700002300 CARPENTRY � ;',, „_ ` " '� ( ALL GRADES SHALL CONFORM TO WWPA GRADING RU!_�S FOR WESTERN LUMBER,LATEST EDITION. . PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS B�r:RING AGAINST WOOD. ALL WOOD IN CONTACT � __�� I WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. FASTENERS � —_ _ ____ _ __ I INSTALLED IN PRESERVATIVE i REATED WOOD SHALL BE HOT-DIPPED GANANIZED PER I.R.C.SECTION i R319.3. NAILING SHALL CONFORM WITH I.R.C.TABLE R602.3(1)&R802.10 OR I.B.C.TABLE 2304.9.1. ALL ' STRUCTURAL LUMBER SHALL BE AS NOTED BELOW: 2x STUDS HEM-FIR#2----------------Fb=850 PSI 2x FLOOR&ROOF JOIST HEM-FIR#2----------------Fb=850 PSI 4x BEAMS DOUG-FIR/LARCH�2--------Fb=875 PSI 6x BEAMS DOUG-FIR/LARCH#2--------Fb=850 PSI I N D EX 0 F D RAW I N G S � COLUMNS DOUG-FIR/LARCH#2--------Fb=875 PSI O � LUMBER NOT NOTED DOUG-FIR/LARCH#2----------Fb=850 PSI � U MISCELLANEOUS HANGERS TO BE PROVIDED BY SIMPSON COMPANY. ALL HANGERS SHALL BE FASTENED � � � TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A-307. ANCHOR SHEET# DESCRI PTION � Q � BOLTS INTO CONCRETE SHALL BE%"DIAMETER WITH 7 INCHES OF EMBEDMEND INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN A1 COVERSHEET � •� � ACCORDANCE WITH I.B.C.SCHEDULE. 16d COMMON N��AIL DIAMETER-(0.162 INCH). LAMINATED STUDS � � � SHALL BE NAILED WITH(2)ROWS 16d COMMON NAILS 6"o.c. A2 EXISTING MAIN FLOOR PLAN Q � � FLOOR SHEATHING o C SHEATHING SHALL BE 3/INCH TONGUE&GROOVE,A.P.A.RATED SHEATHING. SPAN RATING 48/a WITH A3 DEMO PLAN (MAIN FLOOR ONLY) � Q �� LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 10d COMMON � U � NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES&10 INCHES ON CENTER AT INTERMEDIATE � SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE A4 PROPOSED MAIN FLOOR PLAN �oirv-rs wi-rH AN APPRovE�AOHEsivE. A5 PROPOSED FOUNDATION PLAN � � �� ROOF SHEATHING WALL NOTES. U � �� SHEATHING SHALL BE�/6"A.P.A.RATED SHEATHING. SPAN RATING 3�6,INSTALLED WITH LONG DIMENSION A6 ROOF FRAMING PLAN I I I (n � N ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH Sd NAILS NAIL SPACING � Q �� AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. NEW 2X6 WALL NAIL TOP/BOTTOM A7 FRONT ELEVATION � C SIZE EDGES STUDS PLATE � � � J WALL SHEATHING sa s° ,2�� s�� A8 RIGHT ELEVATION SHEATHING TO BE%s'A.P.A.RATED SHEATHING. SPAN RATING 24/. PANEL END JOINTS SHALL OCCUR AT a— � � Q SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT �• �/s A.P.A.RATED PLYWOOD OR ORIENTATED STRAND BOARD(O.S.B.) INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. ON ONE SIDE OF WALL.NAILS SHALL BE 8d COMMON(0.131" A9 REAR ELEVATION DIAMETER). y 2. ALL PANEL EDGES BLOCKED WITH 2-INCH NOMINAL FRAMING. INSTALL A10 LEFT ELEVATION Document date: REINFORCEMENT PANELS EITHER HORIZONTALLY OR VERTICALLY FOR PLYWOOD OR 11/18/18 fy=40,000 PSI FOR#5 8�SMALLER NS AL�LED WITH HEHS E TS RU N NG HORIZO TALLY.LSPACE NAILS A11 BUILDING SECTION ��A�� Document Phase: fy=60,000 PSI FOR#6 8 LARGER 12 INCHES ON CENTER INTERMEDIATE SUPPORTS. °� @ Construction Documents NOTE:ALL BOLTS,WASHERS,NAILS,SCREWS,HANGERS AND FRAMING STRAPS THAT COME INTO 3. 5/"DIAMETER ANCHOR BOLTS SHALL BE 10 INCHES LONG SPACED A Al2 AFH NOTES CONTACT WITH ACQ TREATEC�LUMBER SHALL BE STAINLESS STEEL OR HOT-DIPPED GALVANIZED STEEL. MAXIMUM OF 24 WCHES ON CENTER. WASHERS TO BE GALVANIZED oR s-r,aiN�Ess sTEE�. A13 ENERGY CALCULATION 4. REFER TO PLANS AND SECTIONS FOR ANCHOR BOLT SIZES,SPACING, REViSION DUE TO PLATE 8�NAILING ETC. A�4 DETAILS I COMMENT DATED 12/3/18 � SHEET ��-r� �y:,� ��T A 1 , ~� �� a.-� �.-� � ��;'�'�,`�� +� ' �. A"sa-s tv'a� � OF A14 � _ �� .. r z �� �� ""'X�.: ,�d