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A5-12-23-2019
P.T. (4 FOST W/ 1X ENCASEMENT ICE & NATR SHIELD FLASHING / & SUPPORT MEMBERS (2) P.T.2x8 BEAM P.T.2x8 POT BLK"G — 1/2" DIA EPDXY ANCHOR @ 32" O.C., 6" EMBEDMENT 10" REINF CMU WALL (SEE STRUCTURAL PLANS) P.T.2x8 JOISTS P.T.2x10 P.T. 2x8 LEDGER —ATTACH TO EXISTING SILL W/ 1/4"x 6"SDS SCREWS @ 16" STAGGERED — SECURELY NAIL ALSO NTAL 05 - S EAST =\TRy D CTIG r NOTE: SEE STRUCTURAL DWGS FOR STRUCTURAL DESIGN 27"wX42"h INSWING EMERGENCY EGRESS & RESCUE WINDOWSS & WELL v 42" HIGH GUARD RAIL/GATE X, d 4 A 4 4c 3'-101/2" H (3'— 0" MIN) ,a 4X4 PORCH �0F SU1' 3OJTS- 6'-6" ALIGN TOP OF WINDOWS 48x48 SLIDING WIND N TOP OF WELL % CONC WAI_I_ 3 / CV / cD 1 • 10'-9" • *I a u�a u�a u�a ♦ I4g4g4g4g • 1 ' 1 Q°. I)° . 19 . g9 ^2.112SCSII2g:S/aQ ��o�i eeI/ as i d a as Qa u�a u uQa 0/ CRUSHED STONE u #C • adaaad 0#r 0#r 01 • 0#a — PROPOSED FINISHED GRADE © PAVERS 3'-11 1 /2" J -TAL 0SiCT0\ @ PPW ''.''.'ELL \ORT WALL (G-L\F, NOTE: SEE STRUCTURAL DWGS FOR STRUCTURAL DESIGN 2 12/17/2019 3 8 SCAL PROPOSED RENOVATION 8c ADDITION 65 FEDERAL STREET . SALEM, MASSACHUSETTS OWNER: 65 FEDERAL STREET LLC I\ F l 6� 16 p� Thomas Mayo Associates/ d Architects & Urban Designers DAIGLE ENGINEERS, INC STRUCTURAL ENGINEERING 1 EAST RIVER PLACE METHUEN, MA 01844-9818 978-882-1748 2 CENTRAL STREET IPSWICH, MASSACHUSETTS 01938 3RD FLOOR 2ND FLOOR 6" CONC. PA ON 6" COMP. CR SHED STONE (PIN TO MU WALL) 10"REINF. CMU WALL ON CONC. FOOTING (SEE STRUCTURAL DETAIL ON S-4) OFFICE: (978) 356-1440 MOBILE: 1978) 500-0620 WEBSITE: TMAYO-ARCHITECTS.COM V V N 1.; I STONE DRAINAGE FILL NEW RIDGE Rd SISTER RAFTE EA.SIDE OF EXIST'G DORMER (2)2x6 DORMER HEADER r - EXIST'G DORMER (SEE STRUCT 'LNS) N V 5'-10 1 /2" I. r. O � I EXIS—'G SILL BM ML2(Z FJA AIJCHCR @ 4'+/— ( v A3� •I1 7/Std� If 10'-1(I" — SEE FRAMING PLANS (TYP; (2) 1/2"DIA PDXY PINCH F 8" EMBED. HII.TI HY-2/0 (1YY') NEW CIRC. STNIR TO MATCH EXIST'; ABOVE -- UNDERPIN EXISTG FOUNDATION WALL REMOVE EXISTG BASEMENT SLAB & INSTALL NEW SLAB ON 2"(R=10) RIGID INSULATION & 6" COMP. CRUSHED STONE RUL3\C SECTIO\ Al 2 3 4 8 SCALE IN FEET 161 rI VI —I :N JO STS ARE PA PROVIDE 2x8 BLOCK EA. END BUILDING SECTION N z I 2 \ S-0" ALLEL /ML26Z H2.5A HURRICANE TIE (TYP) LSTA15 EA.SIDE CO STUDS STONE DRAINAGE FILL A3\ A3.3 II II II r II PAVERS Fr MAIN FNDN WALL I (BEYpND) 110"REINF CMU WALL QN CONC. FOOTING (SEE STF UCTURAL I2jETAIL qN S-4) 1 J SCALE : AS NOTED DATE : 23 DEC 2019 JOB' : J 2019-03 SHEET # : A-5