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HomeMy WebLinkAbout41 Uncle Roberts plans 3FOUNDATION NOTES: 1. MAIN FOUNDATION WALLS TO BE 10" POURED CONC. W/ 2@#5 TOP & BOTTOM BARS. REST FOUNDATION ON 10"X20" STRIP FOOTING. PROVIDE 3@#5 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/ KEYWAY. PROVIDE 5/8"X12" ANCHOR BOLTS @ 32" O.C. MAX. 2. ALL STRUCTURAL STEEL COLUMNS TO BE 4"X4"X5/16" SQUARE STEEL TUBE COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 6"X6"X5/8 CAP PLATE & 7"X12"X3/4" BASE PLATE W/ 2@3/4" DIAM. BOLTS. WELD ALL CONNECTIONS FOOTINGS TO BE 42 X42 X15 SQUARE CONCRETE W/ 3@#5 BARS EACH WAY. 3, DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. 4, DUST CAP TO BE 4" POURED CONC. ON COMPACTED FILL. CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES. 5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REQUIRED BY CODE (WINDOWS OR MECHANICAL) 6. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN 4'-0" MINIMUM COVER. 7. PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS, TYP. 8. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. 9. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING, INCORRECT, OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT BECOME THE RESPONSIBILITY OF THE CONTRACTOR. c C 9'-0 3 4" 2'-0" 2()'-0" 2'-0" 29'-8" --------------------------------------- ----------------------------------------- I I I �r1v °' ' / p E i A.8 A.8 g, BACKFILL W/ CLEAN '10 I I COMPACTED FILL I �. , PROVIDE 12' OF 3/4" `� rAA CRUSHED NATIVE STONE I A.6 I I I I I I •� �. •� I I , , I I I 6 3 I PROVIDE #5 REBARS @ I 12 O.C. VERT IN MAIN L FOUNDATIONWALLS TO TIE----------------------------------------------------------------------------------------- --------------------- - ' IN TO FROST WALLS. TYP. 0- ' CONTRACTOR SHALL .I CONNECTION WHERE POUR '�,, ., I I o IS NOT CONTINUOUS. o I ----------- ---------------------------------------------------------------------------------- MAINTAIN 48" MINIMUM I I I FOOTING COVERAGE B ' g 3 3 4,i GARAGE SLAB I A.6 I EL.20'-0" I UNFINISHED I BASEMENT BACKFILL W/ CLEAN 12 COMPACTED FILL I EL. 13'-0 1 /2" I— A.0.1 --------------- 4" CONCRETE SLAB ON---------------------------------------------------------------------------------------------------------------------------- PITCH 1 /8 PER FOOT `� 120-0, I 10 MIL POLYVINYL VAPOR I TOWARDS DOORS I I RETARDER & COMPACT D I , STRUCTURAL FILL W/ I 150-© I CONTROL JOINTS @ 20' O.C. % GARAGE & OTHER FILLED FOUNDATIONS: I MAX BOTH DIRECTIONS. _ , N 10" W/2@#5 TOP & BOTTOM BAR. 23'-2" 15'-9 1 2" 15'-9 1 2" REST FOUNDATION ON 20"X10" STRIP FOOTING. ca PROVIDE 2@#5 HORIZ. BARS CONT. IN STRIP / I / FOOTING W/ KEYWAY. LAP TOP #5 BARS TO �` / PE HSS 4X4X.25 W/ MAIN WALL BARS. PROVIDE TRANSITION , FOOTING: sD PLATE „ 3/„4"'X10"X10'' & 5 I 0 REINFORCING W/#5 HORIZ. BARS SPACED 4 X4 X1' W/ 4 @ 5 (4) 5/8 X8 tITEN SCREWS I VERT. @ 12" O.C. PROVIDE 5/8"X16" ANCHOR BARS EACH WAY; (3 PLACES) ' BOLTS @ 32" O.C. MAX. o BOTTOM ---- DROP TOP OF WALL HSS 4X4„X.25 W/, - FOOTING: FOOTING: -7 — — L-ATE-3 X+0 Xj &- - — — — — — — — — — F— — — — -+ — — — 12 AT DOOR OPENINGS » �---4 �C4 X� W� 45--3 X3'XH= W — i 11 A. 0. a Irl 91 6 TYPICAL NOTES: 1. ARCHITECT'S DRAWINGS DEMONSTRATE DESIGN INTENT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLETE THE WORK IN A MANNER THAT ACHIEVES DESIGN INTENT. 2, THE CONTRACTOR IS RESPONSIBLE FOR THE PERFORMANCE OF THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SHALL BE EXCLUSIVELY RESPONSIBLE FOR ITS CONSTRUCTION MEANS, METHODS, SEQUENCES, WARRANTIES, AND PROCEDURES, AND FOR CONSTRUCTION SAFETY. 3. STRUCTURAL ENGINEER OR ARCHITECT SHALL PERFORM FRAMING INSPECTION WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR WALL PLASTER BOARD/FINISH. 4. WHERE AN ITEM IS REFERRED TO IN SINGULAR NUMBER IN THE CONTRACT DOCUMENTS, PROVIDE: AS MANY SUCH ITEMS AS ARE NECESSARY TO COMPLETE THE WORK. BP i i(4) 5/8 3 PLACES) ;�_ i i BARS EACH WA , ( ) BOTTOM , I I I I I ------ ------ N_7'-5 1 4" 3'-9 1 ' ' ! 6070 , I'v; 4070 2670 7N7D-ER�- ------------- BARS EACH WA 1, I BP BOTTOM I i HSS 4X4X.25 W/ PLATE 3 �4"X10"X10"' & 9 (4) 5/8' X8. TI ES) SCREWS I A.0.1 I I A.0.1 I A, 0, 150-0' '�� - w OPEN RAIL ,. -----------------------------------------, o 0' Q 407a LANDING , ;--------------------------------------- ------------ ------------- --------------------, I o - r �- -r-------------------------------- , f- 0 BACKFILL W/ CLEAN ! I I I COMPACTED FILL I UP I I I I 14R I I I I 4070 2X4 STUD WALL 1 /2" OFF I ' --------------------------------� I ! FACE OF FOUNDATION WALL ;- --------------- --------------------, , o, ---------------------- --------- -------------------------- --------------------- o , N ' ' ---------------------------------------------- 24'-0" 10'-0" , CD , IL---------------------------------------- ------------------------------------ , �------------------------------------------------------------------------------- BACKFILL W/ CLEAN COMPACT------------------- ED FILL ' 20'-0" C ,. 7 FOUNDATION PLAN o PHOTOVOLTAIC SMOKE DETECTOR 4'-1 1 /4" !, 5'-9 1 /2" m i 4'-1 1 /4" 22'-0" 0 I i LO 0 �t- N I 0 I i� PERMIT SET 12*01*2022 a r C h -[Vc t s architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 760 - 2800 fax (508) 760 - 5800 WWW.ERTARCHITECTS.COM NEW RESIDENCE FOR: PETER 8c ROBERTA FAI RBAN KS 41 UNCLE, ROBERT S ROAD WEST YARM OU TH, MA PROJECT # 210422 0c 2022 ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECT'S STAMP AND SIGNATURE & MARKED AS "PERMIT SET" OR "CONSTRUCTION SET". REGISTRATIO REVISIONS DATE: REVISIONS: ISSUED FOR: PERMITTING DATE: 12.01.2022 N & PROJECT TRUE SCALE: 1 /4"=V-0" I Mimi 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A.0 TOTAL NUMBER OF SHEETS IN SET: 38 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS