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1 I 2 I 3 1 4 1 5 <br /> 0 - T 2 <br /> 7 ,J <br /> 2 — J 0 ° 8'-2" / 7'-9" 8.-3' <br /> w' I� 10x10 COLUM h� <br /> / 7'-1" / TO FIRST FLOOR <br /> SIMPSON TIES <br /> D �) v : ' BC80 D <br /> ! L(7 i 0' A.1 " r. FIRST FLOOR AREA x12 BEAM <br /> SLAB ON GRADE _ ) I 8x10 BEAM <br /> I \ ON1 BOTH MSIDES <br /> SEE DETAIL FTG-2 I <br /> ON THIS SHEET IJ 2 1/2 w+y <br /> Ell <br /> 12' (TYPICAL TO EA) DIRT ccca4os25 \ — <br /> 8'-11" 10" <br /> 1'-6,1 .i / \� .l <br /> Og 1. ❑ i I 0 0 A 8 y " <br /> ES <br /> ®• i -I_1- 3-6 - ❑ 6'" B.1 1. ,_ SIMCCCQ SPSON IDSL_- i 1 ___ BASEMENT AREAEE DETAIL FTG-1ON THIS SHEET 8'-11' 10. 2 I/2" v(TYPICAL TO 9 EA)SLAB SLAB N Ox10 COLUM jON ON o a12 GROUND GROUND Z 1 <br /> D i p , ' 0 \ 8.2 0°» <br /> �n o.¢ SIMPSON TIE u <br /> 0 — C M m v�i CBSQ88 SDS2 > <br /> C O c�? (See TypicalC <br /> 4' f Install Detail) <br /> Alai „ <br /> A. -\ <br /> / 12' J / 7'-10" / 8'-2" / 16' / III-111-111—III-1 <br /> BASEMENT WALL J 7-1 I II I I1, 111—I P • <br /> (EXISTING 8" THICK) DIRT 111 ° ° - - <br /> 60 �) 0 0 0 12 -#5 REBARS , 2' <br /> BOTH WAYS \ • °. . . — <br /> II,NII°R:r1-I1 FOUNDATION PLAN 3 y y <br /> 1111 IIII1�' BASEMENT DETAIL F1G-2 3'-°" <br /> SCALE:NTS <br /> 6x10 BEAM \ SCALE : NTS <br /> \\� GENERAL NOTES: <br /> B 1 / C 1„ STRUCTURAL NOTES: B <br /> 1. REFER TO EXCAVATION, FILL AND COMPACTION NOTES AS INDICATED IN THE GENERAL STRUCTURAL <br /> „El1. PROVIDE SIMPSON HOLDOWNS HHDQ11 TWO EACH AT EACH CORNER OF THE NOTES INDICATED WITH THESE DRAWINGS. <br /> STRUCTURE AND AT THE LOCATION BETWEEN THE CRAWL SPACE AND THE 2. CONCRETE SHALL BE MADE WITH PORTLAND CEMENT ASTM C-150 TYPE II OR TYPE I . <br /> A 6" y ,' BASEMENT. (W = 3", H = 15-1/8", B = 3-1/2", CL = 1-1/2", SO = 3. THE CONTRACTOR SHALL DESIGN CONCRETE MIXES THAT MEETS OR EXCEED THE REQUIREMENTS OF <br /> 7/8", 1" DIAMETER X 12"ANCHOR BOLT, (24) 1/4" X 2-1/2" SCREWS. THE CONCRETE MIX TABLE FOR COMPRESSIVE AND BEARING STRENGTH, AND FACILITATE ANTICIPATED <br /> SIMPSON TIE PLACEMEENT METHODS, WEATHER TEMPERATURE, REBAR CONGESTION, AND OTHER FACTORS REQUIRED <br /> BC6 CAP/BASE 2. PROVIDE SIMPSON STRAP TIES MSTC40 AT THE TRANSITION LEVEL OF TO PROVIDE A STRUCTURALLY SOUND AND ACCEPTABLE FINISHED PRODUCT. WATER REDUCING <br /> BASEMENT TO FIRST FLOOR, AND FIRST FLOOR TO SECOND FLOOR SPACED ADMIXTURES MAYBE USED TO MEET STRENGTH REQUIREMENTS. <br /> = NOT TO EXCEED FOUR (4) FEET ON CENTERS. (3" X 40"WITH Ft = 4,735 4. MAXIMUM SLUMP SHALL BE 5 INCHES, WATER SHALL BE CLEAN AND POTABLE, AND ADMIXTURES SHALL <br /> w LBS) BE USED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. <br /> = 5. REINFORCEMENT BENDING, LAPPING, CLEAR COVERS AND PLACING SHALL CONFORM TO ASTM A-706, <br /> 6x6 COLUM a GRADE 60, AND INSTALLATION SHALL BE IN ACCORDANCE WITH ACI 315 AND ACI 318. — <br /> I- 6. PROVIDE A 3000 PSI ® 28 MINIMUM COMPRESSVE STRENGTH MIX FOR FOUNDATION. <br /> I- <br /> 7. MACHINE BOLTS SHALL BE IN ACCORDANCE WITH ASTM A-307, GRADE A, AND ANCHOR BOLTS IN <br /> L ACCORDANCE WITH ASTM F1554, GRADE 36, CLASS 2A. <br /> LLi 8. COLUMNS, GIRDERS, BEAMS AND OTHER STRUCTURAL MEMBERS TO BE USED SHALL BE IN <br /> ACCORDANCE WITH THE LUMBER SPECIES INDICATED WITH THESE DRAWINGS. <br /> 9. SIMPSON TIES SHALL BE USED AS SPECIFIED. <br /> SIMPSON TIES \ <br /> EPB66 <br /> \ y <br /> V <br /> 11—III—I 1—I I El <br /> A —111-1i1-T0 ° •• '• ° - A <br /> -1 1-1111111 °° i' <br /> O O- O O- <br /> DIRT ° PREPARED BY: J1a BINGE PROJECT TITLE : OWNER: REVISIONS <br /> g4 OF*ASSf�''C� STRUCTURAL&ELECTRICAL DRAWING NO. <br /> 3„ y \\ TRIPLE V CONSULTANTS �` r RENOVATION 5YM DESCRIPTION DATE APPROVED <br /> 6" 4 -#5 BOTH WAYS MR. SAI SHANKAR S i <br /> (Bremerton and Whidbey Island,WA) S- 103 <br /> Triplevconsultants©msn.com ' \ .i',' SHEET TITLE : 2222 BAKER AVENUE <br /> \�BT �p EVERETT,WA 98201 SCALE: AS INDICATED <br /> DETAIL FTG-i I 360-632-2913 '`��ioNAL ' FOUNDATION/BASEMENT 5 � .� <br /> SCALE:NTS ( 02/28/2021 PLAN&SECTIONS - <br /> ^�� <br /> IXPIRES: <br /> 1 I 2 I3 I 4 I 5 �� <br />