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HomeMy WebLinkAbout13 Brewster Rd plan 8BADERA ENGINEERING, L.L.C. FOOTING SCHEDULE FOOTING ID FOOTING COMMENTS FTG-1 36" WIDE x 10" THICK (4) No. 5 REBAR (CONT.) LONGITUDINAL, 3" FROM CONTINUOUS POURED BOTTOM OF FTG., No. 5 REBAR AT 24" O.0 CONCRETE f'c=3000 PSI TRANSVERSE. q Y.uV JUL 14 2022 HEALTH DEPT. P.O. BOX 251 So. ORLEANS, MA 02662 PH:(508)-776-6804 email: jasbadera@gmaii.com 'JAMES A. ADERA, JR. CIVIL No. 41715 01-31-2022 THESE PROJECT DRAWINGS, INCLUDING THE NOTES AND DETAILS, ARE THE SOLE PROPERTY OF BADERA ENGINEERING, L.L.C. ANY USE WITHOUT PRIOR WRITTEN CONSENT IS STRICTLY PROHIBITED. (D COPYRIGHT - BADERA ENGINEERING, L.L.C. CONNECTION TO CONCRETE FOUNDATION, rs 11E SILL PLATE CONNECTION TO CONCRETE DIA. ANCHOR BOLTS AT 24" O.C. I 5,��4 CONNECT NEW POURED CONCRETE FOOTING TO � � I ' I I EXIST. FOOTING W/ No. 5 x 24" LONG REBAR ``� NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE 5/8" DIAMETER � O x �� DOWELS TIED TO LONGITUDINAL BARS. EMBED A307 STEEL ANCHOR BOLTS WITH 3 x 3 /4 x PLATE WASHERS WITH S U s LL ( ( DOWEL BARS INTO EXISTING FOOTING 4" WITH 7" MINIMUM EMBEDMENT INTO CONCRETE. o I I SIMPSON AT-XP TYPE EPDXY OR EQUAL Z) 0 IL g�---------------- - - - - - I w J0151' I 0 FOUNDATION HOLDDOWNS: 2x6 CONNECT NEW POURED CONCRETE FOOTING TO EXIST. FOOTING W/ N©. 5 x 24" LONG REBAR -- �------------------- -- U HDU8-SDS2.5 WITH %" ALL -THREAD ROD DRILLED AND SET DOWELS TIED TO LONGITUDINAL BARS. EMBED 10 FTG-� 11 10 ui SE INTO EXISTING CONCRETE WITH SIMPSON TYPE "AT-XP" I3AS�M�N1' DOWEL BARS INTO EXISTING FOOTING 4 WITH �,SD.: r _- SD2 ,� SLID POURED CONCREr_ � - � � SIM. EPDXY WITH 6" MIN. EMBEDMENT. SIMPSON AT-XP TYPE EPDXY OR EQUAL. �-�" sue. 11 /SD2. REFER TO ARCHITECTURAL DRAWINGS �^ wOOc FOR PIER SIZE AND TOP OF CONCRETE v, HDU11-SDS2.5 WITH 1" ALL -THREAD ROD DRILLED AND SET _ ELEVATION. U W 1 lE INTO EXISTING CONCRETE WITH SIMPSON TYPE "AT-XP" EPDXY UP WITH 8" MIN. EMBEDMENT. — O *CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT NEW FOOTINGS BEAR ON UNDISTURBED SOIL. ENGINEER HDU11-SDS2.5 W/ SB1x30 1" DIAMETER ANCHOR BOLT W1 CNW1 O OF RECORD IS NOT RESPONSIBLE FOR BUILDING 1 COUPLER NUT BETWEEN SB1x30 AND 1" THREADED ROD INTO SETTLEMENT CAUSED BY INADEQUATE SOIL BEARING < O F GROUNDWATER IS ENCOUNTERED DURING s CAPACITY. i O HOLDOWN. POSITION SB1x30 W/ ANCHORMATE AND ABS TO U cu FORMWORK PRIOR TO CONCRETE POUR FOR CORRECT O FOOTING EXCAVATION CONTACT ENGINEER OF RECORD PLACEMENT. IMMEDIATE[_Y, W woop 0 w p W Q = C1) - z . S LOFT r- GONGr�1'� U vj W (� w O o m Q ® cy) LL Q CONTRACTOR TO REFER TO ARCHITECTURAL PLANS PREPARED BY PETER MCDONALD ARCHITECT, DATED 01-16-2022, FOR "FORSTHUBER RESIDENCE", 13 BREWSTER, ROAD, WEST YARMOUTH, MA, FOR ALL ARCHITECTURAL INFORMATION, BUILDING DIMENSIONS, ELEVATIONS, SECTIONS, WALL LOCATIONS, WINDOW AND DOOR LOCATIONS AND TYPES, FINISHES, AND ALL INFORMATION NOT SHOWN. S100 FOUNDATION PLAN_ "PERMIT SET 01-31-202219 mmmmmo 1 PARCEL ID: MAP 29/113LOCK 141 No. i REVISION/ISSUE I DATE DRAWING SHEET NAME: FOUNDATION PLAN PROJECT No. 2021 -029 DATE: 11 /22/2021 SCALE: 4 11 = 11-011 SHEET NO. S100 1 OF: 9