Loading...
25 Lynde - Permit Set -07-25-2020MAP 26 LOT 438 DWELLING /////////////////////////// DECK //T///7// DWELLING /, /, /, /, /, / / j////, /////////// MAP 26 LOT 349 0 0) 19'— 0 1/4" IRON ROD SET 101.2 wood /81 2 2' SPIKE�pp SET p JIW-6f D_ J 0_z W RIGHT OF WAY 5'— 0" a, c� 0 C3 I n Li 0 z 0 m C X w 5'— 0 SPIKE FOUND 10.14' N 80 37'33" cod nce ELV 101.00 JI OUND 41_4' 100.,) -/ IRON • ROD • SET W / z 0j tvw / ///// N R r1 SIM. c 11 T ( IN FIRE -RAZED GLASS DOOR KITCHEN 7' SHED DN TO BASEMENT 7-3/4"R (M 10"T (MIN) 3'-7' UNIT#1 LIVING ROOM ) GE STEP DN DWELLING BOLT N 80 54'40" W SET - 10018 29'-4 3/4„ SIM. IRON ROD SET O 9907 BEDROOM #1 13'-0 1/4" FIRST FLOOR 40'18„ L 1 2 3 4 SCALE IN FEET 161 granite curb PROPOSED RENOVATION 8c ADDITIONS 25 LYNDE STREET . SALEM, MASSACHUSETTS I W-8 SIM. C 0 ////////,//////< NAIL SET -1 1 /2" NAIL granite SET curb DRILL HOLE SET MAP 26 LOT 441 IRON ROD FOUND 0.15' NAIL SET IRON ROD SET DRILL HOLE SET OWNER: EVERGREEN REALTY TRUST 22 HAWTHORNE BLVD SALEM, MASSACHUSETTS 01910 171-.1 Thomas Mayo Associates/ d Architects & Urban Designers 2 CENTRAL STREET IPSWICH, MASSACHUSETTS 01938 PI EXISTING STRUCTURE TO REMAIN `,,'1'�I EXISTING STRUCTURE TO BE REMOVED PROPOSED NEW ADDITION LOT ALA\OF LA\ 25 LYNDE STREET SALEM PREPARED FOR 25 LYNDE STREET, LLC SCALE 1" = 10' DECEMBER 8, 2016 \OATH SHOE SUPVEY CMPMATION 14 BROWN STREET — SALEM, MA 978-744-4800 OFFICE: (978) 356-1440 MOBILE: (978) 500-0620 WEBSITE: TMAYO—ARCHITECTS.COM GENERAL NOTES G.01 THE "A" DRAWINGS ARE INTENDED TO SHOW ARCHITECTURAL CONFIGURATION & LAYOUT ONLY. ALL OTHER DESIGN AND CONSTRUCTION WORK (STRUCTURAL, ELECTRICAL, MECHANICAL, PLUMBING, ENERGY CONSERVATION, FIRE SPRINKLER AND FIRE PROTECTION) SHALL BE BY OTHERS. G.02 THIS WORK INVOLVES THE RENOVATION TO THE EXISTING BUILDING, REPLACEMENT OF AN EXISTING REAR ADDITION WITH A NEW ADDITION, CONSTRUCTION OF A NEW ADDITION TO THE WEST OF THE CURRENT BUILDING WITHIN EXISTING AND/OR ALLOWED SETBACKS, REPLACEMENT OF THE ROOF OF THE EXISTING BUILDING WITH A NEW ROOF INCLUDING GABLE AND SHED DORMERS FOR WINDOWS, THE PROPOSED REPAIR AND ALTERATION WORK AND NEW CONSTRUCTION SHALL COMPLY WITH 780 CMR. NINTH EDITION, INCLUDING THE 2015 INTERNATIONAL BUILDING CODE, THE 2015 INTERNATIONAL EXISTING BUILDING CODE AND MASSACHUSETTS AMENDMENTS. G.03 THE OWNER HAS STATED THAT AN NFPA 13R FIRE SPRINKLER SYSTEM, COMPLYING WITH THE 2015 INTERNATIONAL BUILDING CODE, SECTION 903.3.1.2, WITH MASSACHUSETTS AMENDMENTS, SHALL BE INSTALLED THROUGHOUT THE ENTIRE BUILDING. THE ARCHITECTURAL LAYOUT IS BASED ON THIS ASSUMPTION. G.04 THESE DRAWINGS ARE BASED ON MEASURED DRAWINGS & SURVEY PROVIDED BY THE OWNER. NO VERIFICATION OF EXISTING CONDITIONS OR MEASUREMENTS HAVE BEEN PERFORMED BY THE ARCHITECT. G.05 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO THE START OF WORK UNDER THIS CONTRACT. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL CAREFULLY INSPECT THE EXISTING CONDITIONS AND THE INSTALLED WORK OF ALL OTHER TRADES AND VERIFY THAT ALL SUCH WORK IS COMPLETE TO THE POINT WHERE INSTALLATION MAY BE PROPERLY STARTED. IN THE EVENT OF DISCREPANCY IMMEDIATELY NOTIFY THE ARCHITECT. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL ALL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES. G.06 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY PERMITS AND INSPECTIONS AND SHALL CONDUCT HIS WORK IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS. G.07 GENERALLY ALL ITEMS TO BE SUPPLIED AND/OR INSTALLED UNDER THIS WORK SHALL BE INSTALLED LEVEL, PLUMB, AND TRUE TO LINE AND RADIUS WITH UNIFORM JOINTS, UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. USE ONLY THE TYPES OF EQUIPMENT, SHIMS, ROPES, WEDGES, SPACERS AND OTHER ITEMS DURING THE INSTALLATION WHICH WILL NOT STAIN OR MAR THE FINISH. G.08 CONTRACTOR SHALL ASSURE THAT DURING DEMOLITION AND/OR PROCESS OF THE WORK, ADEQUATE BRACING, SHORING OR OTHER TEMPORARY SUPPORTS SHALL BE UTILIZED SO AS TO MAINTAIN THE STRUCTURAL STABILITY OF THE BUILDING WITHOUT DAMAGE TO SURFACES OR MEMBERS TO REMAIN. G.09 ALL CUTTING AND PATCHING FOR MECHANICAL OR ELECTRICAL TRADES SHALL BE DONE BY THE GENERAL CONTRACTOR OR BY THE SPECIALTY FINISH CONTRACTOR. G.10 ALL INTERIOR FINISHES, CABINETS & COUNTERTOPS, DOORS & HARDWARE, FIXTURES AND EQUIPMENT SHALL BE BY OWNER. ISSUED FOR PERMIT ONLY 07 PROPOSED SITE PLAN itati-92. Al. ►Nuto 25 2020 SCALE : AS NOTED DATE : 25 JULY 2020 JOB* : J 1809 SHEET * A-1.O CO V • Ms • Ms o A 00 CO rV N) M co 1'- 0" H A r II COIJC. SLI,B EE\ 101.0 I -'< l '. • N - - - T.O.W. & LEDGE = ELEV 100.5 (TYP) 5 h,,, T.O.W. = ELEV 102.4 A-419 v 1 k A-4.Oj • • • • 7"1 If 100.70 = LLLV 1U1.9/ 100.96 1 1 CONCI SLAB ELV 102.47 EXISTG OPNG GLASS BLOCK INFILL NEW OPNG 16"x32" GLASS - BLOCK INFILL EXISTG OPNG 16"x32" - GLASS BLOCK INFILL 100.32 3.6/0. 3.6/0.d UP TO FIRST FLR 7-3/4"R (MAX;_ - _ 110"T (MIN) 10 .10 REMOVE EXISTING STONE FOU JDATION WALL TO ELEV 10).0 - FILL N & COMPACT GRAVFI Fill ZO ti FV 1f1(Lfl GARAGE SLAE =ELEV 101.00 MECHANICAL ROOM & LAUNDRY /11 HALF WALL I I I I- I- - I I I I I__1 I 7 I I I I I I GLASS FRENCH DOORS EXISTING CONC. SLAB ® ELEV 999999 U\T#1 e-W-E-R) - F' 21 SPRAY FOAM INSULATION (TYP) V DEN 327 SF L=26.2 SF V=13.1 SF 21-6 3/4" EXIST'G FIRST FLOOR ELEV 102.72 V T.O.W. = ELEV 101.97 100.54 II II II II II 11 11 FOOTING BELOW 1 (TYP) ) 1 BOTTOM OF FOOTINGI I ???? II 7'-0" II II II 0, II II II II II II II II II II II II II 11 II II T.O.W. = ELEV 'i 01.97 1 BATHRM BOTTOM OF FOOTING ?? II R-21 SPRAY FOAM INSULATION (TYP) NEW CONC. SLAB ® ELEV ???? 12'-6 1/4" BEDROOM #1 187 SF L=15.0 SF V=75 5F -STEP UP 48x78 Sh (4066) 19.8/10.1 Etilya[LIFJ1 99. )8 3ASEVE\T LEVEL 2 3 8 I SCALE IN FEET PROPOSED RENOVATION 8c ADDITIONS 161 25 LYNDE STREET . SALEM, MASSACHUSETTS II II II II II II II II II L- 100.48 99.98 48x78 SH (4666. 19.8/10.1 EERW 13'- 6" 1- 6" V 99.48 ELEV 101.97 OWNER: EVERGREEN REALTY TRUST 22 HAWTHORNE BLVD SALEM, MASSACHUSETTS OI97O Thomas Mayo Associates/ EIM Architects & Urban Designers 2 CENTRAL STREET IPSWICH, MASSACHUSETTS 01938 / / / / / / / 1 / / 1 / / 1 / / / I wood Fence 111 / / I r- / / / / / / / / 10L1.92 / III / / / / I 1 / 5'- 0' OFFICE: (978) 356-1440 MOBILE: (978) 500-0620 WEBSITE: TMAYO-ARCHITECTS.COM 00 1 0000000000000000000000000000000>� OOOOp O wood fence '--2 I I I I I I I I I I I I I I II II II II II II II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 101.2 I I- I ioouri L ' 100.70 1 0 H CD 5' 0" SDI KH FO \D L 1/ I/ I/ 1/ 4 1/2" ELV '0 01 0� W-1 0 SIM. W-6 Ct'00000000<>boo 0000000000 P 14 C©7" IIA;: / 11"411) 1 1 7 \ 80 5/ 1 41 - 000OOOOmO0000L000000000000000000000>00�0>000000000000000000*1;o4o400Jfi� / 0" 0 1 0) PROPOSED GARAGE ELEV 1101 00 `I 0 V w&&.>>�Unimnn,rpnn I11nlps1nns1s1)81111RRs1nRr1n 1 1 1 1 1 1 1 1 1 1 FIRE -RATED GLASS DOOR DINING KITCHEN 2 1/2 STORY DWELLING V II\ HALF WALL #I-25 JNT#111 LIVING ROOM EXISTG FIRST FLOOR ELEV 102.72 DN TO ENT 10"T (M N) 3'-2" .1///4///, //// //I\ 1////,)/// ////, cNI GRANITE CURB EDGE 99. 38 @ PLANTING BED FIST FLOO 2 4 EEDROOM#2 BOLT W® SET - 100.48 31 BEDROOM #1 13'-6" SIM. IRON 99.98 SIM. 99.87 NAIL SET -‹ 99.48 ranite ISSUED FOR PERMIT ONLY 07 25 2020 BASEMENT 8c 1ST FLOOR PLANS i/M-92. Ai, mut. SCALE : AS NOTED A 2.0 EERW 90 MIN FIRE -RATED WINDOWS (THIS ELEVATION) 1 .'4' 4 •t. `' 1 J '/4$ tl1lXA vllA-w','c�-w111 vu,(4ovt(uu0I,d6c-ak, 7'-8 1 /2" 11'- 0 1/2' L0 `1✓ KITCHEN 0' 0000 12'-9 1/2" LIVING/DINING • c: I UP 14F'. @7-3/4" MAX 90 MIN FIRE -RATED WINDOWS (THIS ELEV) 33'-4 3/4" 9'-6" c 2. A-4 A-4 8'-6" 1P!v' 411,1 .7„Dtez A' '' UNT#4 (LOWER) < I c • - I O / I BATHRM o a� .n� II r111 • 3 • f- .ti c UP 14R @7-3/4" MAX W-3 �ivrrf1 ��ov,}��6sa�,a�sb88� pi, 1, IcvI 1 1 1_1 1 1 I_ _In 1 (/ r LIVING RM uNiT#2 (LOWER) ▪ I i I Er) 1 I I 1 v T J. I \ 1--- 1 4 Ju KITCHEN 0 0000 W-8 SIM. DINING EXISTING WALLS TO REMAIN (TYP) — 1 EERW n DN 13R @7" (MAX) UP 14R @7-3/4" MAX 0 C• ff aAjj nstied<is,rel1.,,f (17,(aQ.9<r ��i� 12'- 0" BEDROOM #I W-8 SIM. TUC UP 14R @7-3/4" MAX SECO\D FLOOF 8 I SCALE IN FEET PROPOSED RENOVATION 8c ADDITIONS 25 LYNDE STREET . SALEM, MASSACHUSETTS 7'-8 1/2" �4\�y,`G1fYt\t1i`G>rlLlyf,`G>r)tltyh'orIt)tyti`6s 1 �I 10'- 0 1/2" BEDROOM #I KITCHEN LC> 0 l l 0000 12'-11 1 /4" LIVING/DINING 4'-6 3/4" c � W-8 EERW uNiT#5 , 1 (LOWER) r Xar,tst"vusrrt" t LIVING RM ( I--- i I 1 I 1 • I l PM(ITRT 0000 1'-11 1/4" UNT#3 (LOWER) KITCHEN/DINING 13'- 0" W-8 SIM. 13'- 6" W-8 SIM. OWNER: EVERGREEN REALTY TRUST 22 HAWTHORNE BLVD SALEM, MASSACHUSETTS 01910 p� Thomas Mayo Associates/ d 11 Architects & Urban Designers 2'-2 1/2" EERW 90 MIN FIRE -RATED WINDOWS (THIS ELEVATION) 2 CENTRAL STREET OFFICE: (978) 356-1440 IPSWICH, MOBILE: (978) 500-0620 MASSACHUSETTS 01938 WEBSITE: TMAYO-ARCHITECTS.COM r— )1 EERVA, 0 0 EERW EERW V 12'-0 1/2" BEDROOM #2 7'-6" LN UNIT#4 (UPPER) 11-1 3/4" BEDROOM #3 A-4.2a2 90 MIN FIRE -RATED WINDOWS (THIS ELEV) 0r� 11 W-6 SIM. ° I o ° °1\° °�°1\°1°W �n\° °moo .°° 141°1�71\° °i',° °f'O°W°O 3'- 2" DN 14R e @7- 3/4" MAX HALF WALL O 0 O 0 O 0 o Oor a: o! O; 3' I' DN 14R @7- 3/4" MAX o o O: _ — — —— ----- 0 -----° 0 I— 0 ° I OI 0 0 0 0 O ono �o��opQQQ(����a�op (� ( t a �-O O (� O ); °SVA O�OQOv��iw1°„? IRII a, I °e° 1°J7�°&71k A°i'�S\0 �°Vj04s,11St° °. Stlii ° y Ih I I �? vJ1 u � lr�J7 r� 1 1 1 1 1 1 1 1 °`• or 1 1 1 1 1 1 1 1 01: I I I I _1 I I I. 1 1 1 1 1 1 I W-8 SIM., v 10'-6 3/4" BEDROOM 42 T30x30 116.5 SF I FIXED SKYLIGHT BATHRM UNT#2.,.,_ (UPPER) BEDROOM #I 13'-10 1/2" W-8 5IM. DN 14R @7-3/4" 3'-2" oON cD O z U>_--1 LN HALF WALL CLOSET THID FLOO 2 4 81 SCALE IN FEET CT) 1�4S.gnq o!zon�' 11'-0 1/2" BEDROOM #2 LN UNIT#5 (UPPER) 11-9 1/2" BEDROOM u3 BEDROOM u2 118.5 SF 2'-5 1/2" EERW EERW EERW DN 14R CV to UNIT#3 (UPPER) 13'-6" W-8 SIM. ISSUED FOR PERMIT ONLY 07 25 2020 SCALE : AS NOTED SHEET * A 2.1 EXISTING 3RD FLR CEILING N co EXISTING 3RD FLR EXISTING 2ND FLR EXISTING 1ST FLR (EL 102.12) 6 /2'-511 / EXISTING 3RD FLOOR ROOF REMOVED & REPLACED .1 I II .. II .. II II .. II I .. II .. II I .. II .1 / II I. 1.II 1 II .. , , .. 1l . , i II .1 II .1 II II � i II .. II I II I .1 II II III , .. 11 . II , I I .1 I I , 1 1 , I I .1 II .. II Ei•I I .1 I I , 1 , 1 1 I I, I I, . I . 1 . 1 .. 1 1 .. . 1 . 1 1 -, 1 . I I I I 1 I I - . II . 1 I I 1 1. ".. 1 1 1 . 1. II . II 11 . 11 � - II 11 II II II 1 11 .1 1 1 1 .. 1 .. 11 .. 11 1 1, II 11 II II 11 11 11 II 11 11 II 11 11 II I 11 1 11 I I 11 1 11 I 11 1 11 I 11 1 11 1 11 1 11 1 11 .1 _ 11 -n n— ., rl n .1 l n 11 II .1 11 11 11 .I 11 .1 11 .I 11 VI 11 .1 11 .I 11 .1 11 .1 11 .I 11 .I 11 I 11 .1 1, .1 1,_ 2 RAISED PLANTING BEDS EXISTI\G 3UIL3I\G LY\DE STREET 2 3 4 8 SCALE IN FEET 161 / 9'- 011 II II II I I I II II 16'-110+ 1 /7. L. 96 P A 3 OPOSED DITIO\ 13'-7" / -PROPOSED 3RD FLR CEILING (ADDITION) v 0 PROPOSED 3RD FLR (ADDITION) LO -PROPOSED 2 FLR (ADDITION) WOOD SHINGLES I" EXPOSURE 00 PROPC ED GARAGE FLR • 3'-7" I 3'- 7" PLANTING BEDS II II II I.. II 7 1 I I 1 I I I I I II li II li II I 1I 1 1 I II li II li II li 1 II 1 1 1 .I II I 11 li II li 11 .I II .1 1 1 II 11 11 1 I I 1 1 I 1 I I I 6'-5 1/4" 11 II -'.. 11 11 1 11 11 11 11 11 11 11 11 11 11 11 11 11 11 \ . II . II 11 11 11 . II . II 11 11 11 . II 11 II PROJECTING DOOR SURROUND t PEDIMENT \OTH) ELEVATIO\ WEST ELEVATIO\ 9'_ 011 / 16'-10 1 /%4" I II 1 II .1 II 1I II 1 1 1 1 II 1I 1I 1, 1 1, .I II 1I 11 1 1 1 1 II 11 1I 1, 1 1, .I II II II I 1Pn I 1� II 11'I 11 I 1 .1 1 .1 II II II .1 II .I 11 II I 1 r / 1'-11 1/2" • 20'- 011 29'-6" POPOSE3 A»ITIO\ I /I 1.1II I 1 I 1 1 1 1 1 1II II II II I I I I I I I I /I II II II ./ III I1 I1 I1 I/I I II II II III /I III I II II II II 117'LR 3/1 I I / . I III II I / IIII II I / I 1 I I II II , .. II II II /. II II I I . I 11 1 IT I 1 1 I— 11( 1 1 /3'-10 3/411/ /I 9'- 1" SOUTH ELEVATIO\ EAST ELEVATIO\ 8 SCALE IN FEET 16 PROPOSED RENOVATION & ADDITIONS 25 LYNDE STREET . SALEM, MASSACHUSETTS OWNER: EVERGREEN REALTY TRUST 22 HAWTHORNE BLVD SALEM, MASSACHUSETTS 01910 p� Thomas Mayo Associates/ d 11 Architects & Urban Designers 2 CENTRAL STREET OFFICE: (978) 356-1440 IPSWICH, MOBILE: (978) 500-0620 MASSACHUSETTS 01938 WEBSITE: TMAYO-ARCHITECTS.COM /1 S/ 1 1 I I I' I I I / 7'-11 3/4" TRELLIS ABOVE J — / ,r 1 22'- 0 I I al: / 17'- 6" EXISTI\G 3UIL3I\G / 99 0" ISSUED FOR PERMIT ONLY 07 25 2020 ELEVATIONS '1M92 At Mir, SCALE : AS NOTED DATE : 25 JULY 2020 JOB* : J 1809 SHEET * A-3.O PROPOSED RENOVATION & ADDITIONS 25 LYNDE STREET . SALEM, MASSACHUSETTS EXISTING 3RD FLR CEILING c0 EXISTING 3RD FLR EXISTING 2ND FLR EXISTING 1ST FLR (EL 102.12) \ 0 00 W-8 • • • Ill Ill A III 1—HR FIRE RATED Sc SOUND RATED WALL ASSY N W-1 4'— 2" 3,-8, \ 1� I N 1—HR FIRE RATED & SOUND RATED FLR—CLG ASSY FC-3 3 1 2 3 4 OWNER: EVERGREEN REALTY TRUST 22 HAWTHORNE BLVD SALEM, MASSACHUSETTS 01910 p� Thomas Mayo Associates/ d 11 Architects & Urban Designers FC-3 II II II II 1—HR FIRE RATED & SOUND RATED FLR—CLG ASSY D \G SE 8 SCALE IN FEET 16 2 CENTRAL STREET OFFICE: (978) 356-1440 IPSWICH, MOBILE: (978) 500-0620 MASSACHUSETTS 01938 WEBSITE: TMAYO—ARCHITECTS.COM W 0 ALIGN FIN FLOOR O\' 0 N O FC-6 9-1 /2" TJI FC-7 9-1 /2" TJI 1—HR FIRE RATED & SOUND RATED FLR—CLG ASSY 6-1 /2" STEP DOWN 9-1 /2" TJI FC-6 W-8 SIM. N • CO • • ISSUED FOR PERMIT ONLY 07 25 2020 BUILDING SECTIONS ittaiL91. M, Min, SCALE : AS NOTED DATE : 25 JULY 2020 JOB* : J 1809 SHEET * 2'— 2" CLOSED CELL SPRAY FOAM INSULATION R=49 (TYP ALL ROOF AREAS) 7 CLOSET UIIIIIIEI' --- W-6 FC-6 3ATH 1—HR FIRE RATED FC-7 WALL ASSY O '0 II IP II II II II MMM MMMMMMM [I [I N N N N LG COMBO ---f W— 6 29'— 6" GARAGE SLAB EL 101.0 1 2 3 4 20'-0" 20'— 6" 9-1/2" TJI 9-1/2" TJI 1—HR FIRE RATED & SOUND RATED FLR—CLG ASSY Li Lei inn 7g \CS 8 O 1 oo SCALE IN FEET 16 PROPOSED RENOVATION 84 ADDITIONS 25 LYN D E STREET . SALEM, MASSACHUSETTS CLOSET Ns N 2x6 rn oo 0 _ I � 2X8 —J as — 1—HR FIRE RATED & SOUND RATED FLR—CLG ASSY ???? N oo O\2 3'— 3" 03 Co 60Q M N EXISTING + 2x8 7YR I + EXISTING + 2x8 T I 1—HR FIRE RATED & SOUND RATED 1—I-IR R�RR R�.TED Q FLR—CLG ASSY ???? & SOUND F Al ED WALL ASSY Lo ro 3'-0" - 2X8 OWNER: EVERGREEN REALTY TRUST 22 HAWTHORNE BLVD SALEM, MASSACHUSETTS 01910 171-.1 Thomas Mayo Associates/ d Architects & Urban Designers 3ATHv 1—HR FIRE RATED & SOUND RATED FLR—CLG ASSY ELEV 102.72 EXISTING +2x8 (CORRIDOR) 2 CENTRAL STREET OFFICE: (978) 356-1440 IPSWICH, MOBILE: (978) 500-0620 MASSACHUSETTS 01938 WEBSITE: TMAYO-ARCHITECTS,COM 0 N o 0 I 25'— 5 3/4" 1—HR FIRE RATED & SOUND RATED FLR—CLG ASSY FC-3 (AT CORRIDOR ONLY) • 0 1 N. FC-3 N If { M �V \ \\ 2 — ( 3/4" \\ \ \ \ \ \\ \ \ 1' 1/2" V V 0 N I I 00 V 2'— 6 1/2" ELEV 1 00.1 7 ISSUED FOR PERMIT ONLY 07 25 2020 BUILDING SECTIONS '1 M92 M, ►Nino SCALE : AS NOTED DATE : 25 JULY 2020 JOB* : J 1809 SHEET # : A-4.1 0 Oo 21°-55'- (0 N -EXISTING SIDEWALK GRANITE CURB PLANT'G /3ED EMERGENCY ES0APE & RESCUE WINDOW & WE€L w/ LADDER r, r-i r-i 10'- 8" (o N 0 r, co N INSTALL NEVI FLOORING &c2 STRUCTURE OVER EXISTING I FLOORING L3 i� TO MATCH WITH NEW ADDITION FLOOR -- r, r-i N) r-i co r-i STEPS (BEYOND) G) i i 0 c w 14'- 0" EXISTING 3RD FLOOR (BEYOND) W SISTERED JOISTS FC-3 1-HR FIRE RATED & SOUND RATED FLR-CLG ASSY FC-3 25'- 5 3/4" PROPOSED RENOVATION & ADDITIONS a0 ELEV 102.72 EXISTING + 2x8 V 25 LYNDE STREET . SALEM, MASSACHUSETTS W i i EXISTING + 2x8 1-HR FIRE RATED & SOUND RATED - FLR-CLG ASSY FC-3 8'-11 1/4" Fos EXISTING + 2:<8 1-HR FIRE I DATED & SOUND I FATED FLR-CLG ASgYI ???? L EXISTING GRADE © WEST DRIVEWAY NEW WEST ADDITION SLAB EXIST'G BASEMENT SLAB II x = I op \ 9'- INSTALL NEW FLOORING & STRUCTURE OVER EXISTING FLOORING TO MATCH WITH NEW ADDITION FLOOR 7 3'- 3" J" ' OWNER: EVERGREEN REALTY TRUST 22 HAWTHORNE BLVD SALEM, MASSACHUSETTS 01910 p� Thomas Mayo Associates/ d 11 Architects & Urban Designers 2 CENTRAL STREET IPSWICH, MASSACHUSETTS 01938 N RIDGE BEAM u — FC-6 r-i r-i CLOSET u r-i E — 1-HR FIRE RATED & SOUND RATED WALL ASSY Hw-3 OFFICE: (978) 356-1440 MOBILE: (978) 500-0620 WEBSITE: TMAYO—ARCHITECTS.COM 3 oo 2 r-i 3 7 9-1/2" TJI FLR-CLG ASSY FC-6 c, 4 9-1/2" TJI 1-HR FIRE RATED & SOUND RATED FLR-�DL.G ASSY - _G COMBO 29' -13" 7c1- e) 0 (0 IlL CLOSET ATH�N r-i (0 0 2'-- 2 3/4" i \ CLOSET r-i r-i r-i r-i 1—HR FIRE RATE) > WALL ASSY GAR 4GE SLAB EL 101.0 \i D \G S-CO\ 3 8 SCALE IN FEET 16 i ISSUED FOR PERMIT ONLY 07 25 2020 BUILDING SECTIONS ittaiL91. M, Min, SCALE : AS NOTED DATE : 25 JULY 2020 JOB* : J 1809 SHEET * A-4.2 PROPOSED RENOVATION & ADDITIONS 25 LYNDE STREET . SALEM, MASSACHUSETTS co Co 3 1 X' 2 3 OWNER: EVERGREEN REALTY TRUST 22 HAWTHORNE BLVD SALEM, MASSACHUSETTS 01910 p� Thomas Mayo Associates/ d 11 Architects & Urban Designers 2'-2" W-8 4 16'-3" 9-1/2" TJI 9-1/2" TJI co o I I 1 r\ - j W .411 3'-2" — i =tvv=3-1-- 17'-3" EPDM RUBBER ROOFING ON 5/8" LP "FLAMEBLOCK" OSB SHEATHING w/ R=49 CLOSED CFI I SPRAY FOAM INSULATION 7'-4" / 7'-4" SLOPE GARAGE FLOOR TO DOOR © 1/8" PER FOOT (MIN) FIBERGLASS/ASPHALT ROOFING SHINGLES ON 5/8" LP "FLAMEBLOCK" OSB SHEATHING w/ R=49 CLOSED CELL o SPRAY FOAM INSULATION 9-1/2" TJI 1-HR FIRE RATED & SOUND RATED WALL ASSY 9-1/2" TJI 1-HR FIRE RATED & SOUND RATED FLR-CLG ASSY 1-HR FIRE RATED BEAM ENCLOSURE (TYP IN GARAGE) 33'-5 3/4" D \G S-C O\ 2 CENTRAL STREET OFFICE: (978) 356-1440 IPSWICH, MOBILE: (978) 500-0620 MASSACHUSETTS 01938 WEBSITE: TMAYO-ARCHITECTS.COM 8 SCALE IN FEET 16 FC-6 FC-7 2'-2" W-6 24° ---I W-6 /'1'-0" / ISSUED FOR PERMIT ONLY 07 25 2020 BUILDING SECTIONS '�N192 M, ►Nino SCALE : AS NOTED DATE : 25 JULY 2020 JOB* : J 1809 SHEET * w-1 1 HR. PARTITION (STC 50) NEW CONSTRUCTION (LOADBEARING) W-3 1 HR. PARTITION (STC 53) SHEAR WALL "WB-B-1" (SEE STRUCTURAL PLANS) NEW CONSTRUCTION (LOADBEARING) (REF: UL DESIGN NO. U305) W 5 NON -RATED PARTITION SHEAR WALL "GB-B" (SEE STRUCTURAL PLANS) NEW CONSTRUCTION (LOADBEARING) W-6 W-8 NON -RATED EXTERIOR WALL SHEAR WALLS "WB-U"/"WB-B" (SEE STRUCTURAL PLANS) NEW CONSTRUCTION (LOADBEARING) 0000000000000 PLAN SYMBOL 7 1/4" c `51/4",= (2x6) (2x4) REFERENCE: US GYPSUM A-62 FIRE RATING: 1 HOUR LOADBEARING UL Des U327 SOUND RATING: STC 50 BBN-760903 DOUBLE PLATE 5.5" THERMAFIBER SAFB MINERAL WOOL BATTS 2.5 PCF DENSITY (2x6 WALLS R=23) 3" THERMAFIBER SAFB MINERAL WOOL BATTS 2.5 PCF DENSITY (2x4 WALLS R=15) 5/8" SHEETROCK FIRECODE C CORE GYP. BD. APPLIED PARALLEL WITH & DIRECTLY TO FRAMING W/ 1 1/4" DRYWALL SCREWS ® 12" O.C. (ONE SIDE) & TO FURRING CHANNELS W/ 1" TYPE S SCREWS ® 8" O.C. (ON OPPOSITE SIDE) RESILIENT CHANNEL 25 MSG RC-1 OR EQUAL SPACED 24" 0.C. PERPENDICULAR TO STUDS W/ 1-1/4" LONG DRYWALL SCREWS (ONE SIDE ONLY) WOOD STUDS ® 16" OR 24" 0.C. SINGLE PLATE SOUND SEALANT ® PERIMETER & PENETRATIONS (TYP) NOTE: STAGGER JOINTS 1 STUD BAY (MIN) EACH LAYER AND SIDE. REINF. CONC.BEAM WATERPROOFING 4" GRANITE STONE VENEER FINISH GRADE (BEYOND) - GALV STEEL SHELF ANGLE (BOLT TO CONC BM) • PRE -FORMED WINDOW WELL W/ METAL GRATE & POLYCARONATE CLEAR COVER & LADDER 3'-0” METAL FLASHING WATERPROOFING -12" CRUSHED STONE AREA DRAIN (CONNECT -0 DOWNSPO DRAIN) CO N 0 ROOF DOWNSPOUT DRAIN TO CATCH BASIN 6" 4" / 8„ • 5 3/4"I., (2x4) 7 3/4" (2x6) (2) PT 2x12 SILL PLATES (CUT TO WIDTH) W/ SILL SEAL 3/4" FIN FLOORING ON 3/4" SUBFLOOR CN r. / 6" v./ 10" 2'-0» n • 0 - 9-1/2' I JOISTS 1/2" GVIB ON STRAPPING EMERGENCY ES';APE & RESCUE WINDOW (SLIDING) & SCREEN � I w >c Li L W Cf) V) x CN N 1" RIGID INSULATION 1-1/2" FIN FLOORING SYSTEM 4" CONC. SLAB 2" RIGID INSULATION 6" COMPACTED CRUSHED STONE PERIMETER DRAIN TO SUMP PUMP (RADON REMOVAL SYSTEM) FHCF\Cv FSCA DOW PROPOSED RENOVATION 8c ADDITIONS PLAN SYMBOL SOUND RATING: STC 53 REFERENCE: NGC 2011057 DOUBLE PLATE 2X4 WALLS: 3" THERMAFIBER SAFB MINERAL WOOL BATTS (2.5 PCF DENSITY), OR 3 1/2" FIBERGLASS BATTS (STC 52) 2X6 WALLS: 5.5" THERMAFIBER SAFB MINERAL WOOL BATTS, OR 5 1/2" FIBERGLASS BATTS 1/2" CDX PLYWOOD, SECURE TO FRAMING W/8d COMMON NAILS, 6" EDGE FASTENER SPACING, 12" FIELD. BLOCK ALL SHEATHING EDGES. 5/8" TYPE C GWB APPLIED SECURELY TO FRAMING W/6d CEMENT COATED NAILS ® 6" o.c. EDGES, 12" FIELD; BLOCK ALL EDGES D NOTE: STAGGER JOINTS EACH LAYER AND SIDE. (MIN. 1—STUD BAY) 5/8" TYPE C GWB "DECOUPLED" AND ATTACHED TO SOUND BARRIER ONLY (NOT STUDS), USING #10 X 1 1/2" LAMINATING SCREWS 1/2' HOMOSOTE 440 SOUND BARRIER, ATTACHED TO FRAMING W/#6 COARSE THREAD DRYWALL SCREWS 2X4 OR 2X6 WOOD STUDS © 16" (SEE PLANS) 2X4 OR 2X6 MIN PLATE SOUND SEALANT ® PERIMETER & PENETRATIONS (TYP) 0) F 25 LYN D E STREET . SALEM, MASSACHUSETTS 4 1/2" (2x4) r6 1/2'1 (2x6) PLAN SYMBOL DOUBLE PLATE 1/2" GWB APPLIED DIRECTLY TO FRAMING W/5d CEMENT COATED NAILS © 7" EDGE FASTENER SPACING, 12" FIELD. BLOCK ALL SHEATHING EDGES. NOTE: STAGGER JOINTS EACH SIDE (MIN. 1—STUD BAY) 2X4 OR 2X6 WOOD STUDS ® 16" (SEE PLANS) SINGLE PLATE FC 11 1 HR & 1/2 HR FLOOR/CEILING ASSEMBLY EXISTING CONSTRUCTION (REF: UL DESIGN NO. L541+ 2015 IEBC, RESOURCE A, ARCHAIC ASS'Y F/C—W-8) 1111111111111111111111111111 O 0 0 CARPET & PAD 0 VINYLTILE FLOORING 1111111111111111111111111111111111111111111111111 V � K K b b K � ////////// EXIST'G 2x7 (MIN) WOOD JOISTS © 16" OC, W/1x3 CROSS BRIDGING, FIRESTOPPED EXIST'G 1" NOMINAL WD SUBFLOOR EXIST'G 1" NOMINAL WOOD FINISH FLOORING CARPET & PAD (STC = 51, IIC = 74) EST. BASED ON TEST: G&H—APA-1ST, APA VINYL TILE (STC = 51, IIC = 51) EST. BASED ON TEST: G&H—APA-1ST, APA REMOVE EXIST'G CEILING AND ADD NEW RESILIENT CHANNEL RC-1 ® 12" OC SCREWED TO JOISTS ADD 2 LAYERS 5/8" FIRE —SHIELD TYPE C GWB, SCREWED TO RC-1 CHANNELS ® 12" OC, W/ JOINTS FINISHED (USE 1 LAYER FOR 1/2 HR ASS'Y) 2.5 PCF DENSITY THERMAFIBER SAFB MINERAL WOOL INSULATION (BETWN HEATED & UNHEATED SPACES, THICKNESS AS REQUIRED FOR R—VALUE PER ENERGY CODE, OTHERWISE 3" THICK) NOTE: SEAL PERIMETER & PENETRATIONS W/ ACOUSTICAL SEALANT OWNER: EVERGREEN REALTY TRUST 22 H,AWTHORNE BLVD SALEM, MASSACHUSETTS 01910 171-.1 Thomas Mayo Associates/ d Architects & Urban Designers 2 CENTRAL STREET IPSWICH, MASSACHUSETTS 01938 OFFICE: (978) 356-1440 MOBILE: (978) 500-0620 WEBSITE: TMAYO—ARCHITECTS.COM FC 1 HR. RATED EXTERIOR WALL SHEAR WALLS "WB-U"/"WB-B" (SEE STRUCTURAL PLANS) NEW CONSTRUCTION (LOADBEARING) REF: UL DESIGN NO. V311 INTERTEK LISTING: LPB/WPPS-60-01 0000000000000 PLAN SYMBOL DBL. TOP PLATE HARDI PLANK LAP SIDING (4" EXP.) BLUESKIN SA LT SELF —ADHERED WATER —RESISTIVE AIR BARRIER 1/2" AIR GAP (VERT. STRAPPING) 1/2" LP FLAME —BLOCK OSB SHEATHING, ATTACH TO FRAMING W/8d COMMON NAILS, 6" EDGE FASTENING SPACING, 12" FIELD. BLOCK ALL SHEATHING EDGES. 2X6 WOOD STUDS CP 16", FIRE —STOP AS REQ'D. VAPOR RETARDER PAINT 5/8" TYPE X GWB, ATTACH TO FRAMING 6" 0.C. EDGES, 12" FIELD W/6d x 1 7/8" CUP —HEAD NAILS. VERTICAL JOINTS CENTERED OVER STUDS & STAGGERED 1 STUD BAY (MIN.) FROM VERT. JOINTS IN SHEATHING. R-23 (5.5") THERMAFIBER ULTRA BATT MINERAL WOOL INSULATION SINGLE BOT. PLATE NON —RATED FLOOR/CEILING ASSEMBLY 6 NEW CONSTRUCTION ®VINYLTILE FLOORING WOOD FLOORING UMWIWIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIP� V ON 15# FELT 1 1 1, ;' 1,�1 ��i 1��,4. < < < < < . . . . . r71d 14J d 1Y ld lq l l il) O2 4A CARPET & PAD O L -J 11 9-1/2" WOOD I JOISTS ® 16" 0.C. (U.O.N.) 3/4" T&G APA—RATED STURD—I—FLOOR PLYWOOD GLUED & SCREWED TO WOOD I JOISTS 5/8" A/C PLYWOOD UNDERLAYMENT CARPET & PAD VINYL TILE, 5 mm THICK (MIN) T&G SOLID WOOD FLOORING 3/4" STRAPPING CO 16" 0.C. 1/2" GWB, SCREWED TO STRAPPING AS RECOMMENDED BY GWB MFR., W/ JOINTS FINISHED //////// PLAN SYMBOL L 7- FC-7 DBL. TOP PLATE HARDI PLANK LAP SIDING (4" EXP.) 7/16" ZIP WALL SHEATHING SYSTEM, ATTACH TO FRAMING PER MANUF. REQUIREMENTS. TAPE ALL JOINTS & SEAL ALL NAIL HOLES. BLOCK ALL SHEATHING EDGES. 2X6 WOOD STUDS © 16", FIRE —STOP AS REQ'D. VAPOR RETARDER PAINT 5/8" GWB, ATTACH TO FRAMING 6" 0.C. EDGES, 12" FIELD W/6d x 1 7/8" CUP —HEAD NAILS. VERTICAL JOINTS CENTERED OVER STUDS & STAGGERED 1 STUD BAY (MIN) FROM VERT. JOINTS IN SHEATHING. R-21 CLOSED CELL SPRAY FOAM INSULATION (LAPOLLA "FOAM—LOK 2000-4G" OR DEMILEC "HEATLOK XT HIGH LIFT") SINGLE BOT. PLATE 1 HR. FLOOR/CEILING ASSEMBLY SOUND —RATED NEW CONSTRUCTION (REF: BOISE CASCADE ASSEMBLY #FR3) VINYLTILE FLOORING 4C WOOD FLOORING IINWWW WI1111111 1111VIVIV CARPET & PAD L -J 9 1/2" WOOD I JOISTS ® 16" 0.C. 3/4" T&G APA—RATED STURD—I—FLOOR PLYWOOD GLUED & SCREWED TO WOOD I JOISTS 1/2" HOMASOTE 440 SOUND BARRIER CARPET & PAD (STC = 54, IIC = 68) VINYL TILE, 5 mm THICK (MIN) (STC = 59, IIC = 50) WOOD FLOORING (STC = 61, IIC = 50) RESILIENT CHANNEL RC-1 © 16" OC, SECURED TO EACH TRUSS W/1 1/4" LONG TYPE S SCREWS. 2 LAYERS 1/2" TYPE C GWB, SCREWED TO RC-1 CHANNELS AS RECOMMENDED BY GWB MFR., W/ JOINTS FINISHED 7.1" THERMAFIBER "ULTRA BATT" MINERAL WOOL BATT INSULATION (2.5 PSF DENSITY) (R=30) NOTE: SEAL PERIMETER & PENETRATIONS W/ ACOUSTICAL SEALANT ISSUED FOR PERMIT ONLY 07 25 2020 WALL & FLOOR/CEILING DETAILS -14145M92. Al. mil. SCALE : AS NOTED DATE : 25 JULY 2020 JOB* : J 1809 SHEET * A A-5.O