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11 Felt Street Elevation Plan AUXILIARY DWELLING UNIT ADDITION 11 FELT STREET SALEM, MA I l r \` : � 7 lj;i PLANS PREPARED BY CONTRACTOR DESIGN BY SAMI LLC CHRIS BURDEN 81 OCEANSIDE DRIVE BURDEY'S REMODELING AND SCITUATE, MA 02066 CONSTRUCTION LLC 617-460-1041-Sami@designbysami.com 978-989-1848 AUGUST 22, 2025 DESIGN IS BASED ON THE MASSACHUSETTS BUILDING CODE 10TH EDITION N 3:12 PITCH J �'�..� Q N N IT IS THE INTENT OF THESE PLANS TO DEPICT CONSTRUCTION IN N ACCORDANCE WITH MA STATE BUILDING CODE 10TH EDITION.THE m "' STATE BUILDING CODE IS PART OF THESE CONSTRUCTION PLANS. z x N 's w �U FAKE RAKE 42"HIGHRAIL �� ALL WORK SHALL BE CONDUCTED,INSTALLED,PROTECTED AND _ 1412 PITCH /j ` - COMPLETED IN A WORKMANLIKE AND ACCEPTABLE MANNER SO AS o v 4 TO SECURE THE RESULTS INTENDED BY STATE BUILDING CODE. BY REFERENCE THE BUILDING CODE IS PART OF THESE PLANS CONTRACTOR MUST HAVE A COPY OF THE STATE BUILDING CODE 0 E - AND A COPY OF THESE PLANS ON SITE AT ALL TIME DURINGEl H CONSTRUCTION.ANY OMISSION ON THESE PLANS DOES NOT RELIEVE 121 j THE CONTRACTOR RESPONSIBILITIES TO COMPLY WITH THE STATE H w BUILDINGCODE. 0 2 DESIGN LIVE LOAD FIRST FLOOR =40 PSF U V a DESIGN LIVE LOAD SECOND FLOOR =30 PSF FAD a q DESIGN LIVE LOAD ATTIC FLOOR =20 PSF R., z0 O - - W �1 m DESIGN SNOW LOAD Pg =50 PSF w Z. FRONT ELEVATION BACK ELEVATION U 114"=V-0" _... _.._ --. 1 114"_1 0 _.. __.. -."-. --_.. DESIGN SNOW LOAD FLAT ROOF PP =30 PSF DESIGN WIND LOAD Vutt =118 MPH O ALL LUMBER SHALL MEET THE REQUIREMENTS OF THE H E+ MASSACHUSETTS STATE BUILDING CODE FOR STRUCTURE GRADE#2 E-I W NAHDOW TO BE OR BETTER. W SELECTED BY OMER � a+ - ;l ALL WOOD EXPOSED TO WEATHER SHALL BE P.T. O BY REFERENCE THE 2021 IECC CODE IS PART OF THESE PLANS.ALL a H W - I REQUIREMENTS OF THE ENERGY a J q FRAMING MUST COMPLY WITH THE REQUIRE H W a ' FAKE CODE TO ACHIEVE PROPER INSULATION.. f�} 12:12 PITCH i- "' __ W j 2-8A4° U S 244° i ! CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SUPPORT DURING l _ CONSTRUCTION O � USE 2 JACK STUDS AND 1 KING STUD EACH END OF HEADER OVER 5 P-I INSTALL RADON CONTROL SYSTEM BASED ON APPENDIX F OF IRC E, LL INSTALL ELECTRIC CAR CHARGING SYSTEM IN THE GARAGE FOR "ELECTRIC VEHICLE"EV WITH 50 AMP BREAKER IN THE BREAKER BOX. = E- rn IT IS THE CONTRACTOR RESPONSIBILITY TO FOLLOW AND ENFORCE (o ZO 7 ALLSTATE AND FEDERAL LAWS AND REGULATIONS PERTAINING TO � 1 THIS PROJECT INCLUDING OCCUPATIONAL SAFETY AND HEALTH --- -- � ; REGULATIONS AT ALL TIME DURING CONSTRUCTION o _ V -- -- CONTRACTOR MUST OBTAIN ALL REQUIRED PERMITS PRIOR TO a p lO m 3 RIGHT ELEVATION 4 LEFT ELEVATION START OF THE WORK m ,� H o _.- _ 1 -0" i(4"= UJ H FLOOR AREA SUMMARY U) Q FIRST FLOOR 280 SF x >, m w .r ATTIC FLOOR 280 SF a. TOTAL 560 SF z 0 H H a H QDo to 5 SHEET 1 OF 3 N ,« ' ` WINDOWSCHEDULE SMOKE DEFECTOR UL 217 t4X6 PELLA WINDOW ROUGH OPENING Y y N ICG CARBON MONOXIDE AND SMOKE N STRONG `t rn LOCATION W H NO. REMARKS DETECTOR UL 217 AND UL 2034 46 OR m p N Wi LIVING Room 2-6/4-6 294 53} 3 DOUBLE HUNG ALL DEFECTORS SHALL BE U INTERCONNECTED IN ACCORDANCE WITH W2 KITCHEN 2-6/3-6 2911 41g 1 CASEMENT I W O NFPA 72. _ W3 BEDROOM 2-6/4-0 294 47J1 4 DOUBLE HUNG POST o aQFAN VENTED TO THEW4 BATH 2-6/4-0 29} 47g1 1 DOUBLE HUNG S OUTSIDEINTERIOR DOOR 2'6"X6'8" STRO G.. W E E ©WlDownlDTEs: STEEL EXTERIOR DOOR 2'6"X68" 04 " CONTRACTOR SHALL VERIFY ALL WINDOWS ROUGH OPENING WITH D STEEL EXTERIOR DOOR 3'0"X68" H WINDOW MANUFACTURER PRIOR TO START THE WORK I I z FOR WINDOW GRILLS CONSULT NTH OWNER INTERIOR DOOR 2'8"X6'8"WITH U a WEATHER STRIPPING I =B EGRESS SAFETY GLASS W 3� I v-12'DNA.FOOTING 3000 P. E+.` CONCRETE 4 FT 13ELOW I-) a F) I FINISH GRADE Q EGRESS WINDOWS MEET THE FOLLOWING DNENSIONS: I I C4 2 CLEAR OPENABL AREA=3.3 80.FT. CLE OPENING =20•X 24°EITHER DIRECTON M AR O w BATH ROOM WINDOWS SHALL HAVE SAFETY GLASS L_J W U ALL WINDOWS AND PATIO DOORS SHALL HAVE A U FACTOR=0.3 TYPICAL FOOTING c ALL WINDOWS ON SECOND FLOOR SHALL BE EQUIPPED WITH WINNDOW SECTION GUARDS O R WINDOW OPENING CONTROL DEVICES THAT COMPLY �7 Q WITH ASTM F2080-10. Fi H H w U H O Ta H � aw WG ai �.-o. a 7-S° T a 04 O 1— o H rKrrCHEN L? F REMOVEDOOR = EI BATH (� rn p T` CL GARAGE B 0 U 42"HGH RAIL a '„>W b a aN REMOVE DOOR LIVING ROOM r___�______, Q W w W3 � 4X8 P..T.POST i i Q. FLOOR AREA 280f SF BEDROOM .^42•HGH RANK I U)W wi D I E, 4 CG" W3 FLOOR AREA 20 SF I I Z (D U W7 aW9 N W3 I I J H O F-1 LJ 15 U i2"D1A.30W PSI n. WTI- �� 7-0" A-0• CC4JC.FOOTING a-r I 1r - ----- fTYP.) EXISTING GARAGE PLAN 14'-0• 94-0' 3-6° SCALE:}°=V-W 17-e" PROPOSED ADU FIRST FLOOR PLAN ICtJ.`>�F- �',,,;,5 SCALE:}°=9'-0' PROPOSED ADU SECOND FLOOR PLAN SCALE:}'=V-0" SHEET 2 OF 3 N � N N r TYPICAL ROOF CONSTRUCTION U w O TYPI2AL ROOF CONSTRUCT ION m 2XBa le.O.C. I - _ Y,"CDX PLrwcOD SHEATHING 2XS QJOIST 2X8 AT 16"o.c. 2X12 CONTINUOUS RIDGE O G TAPE ALL JOINTS 76"O.C. AIR BARRIER SYSTEM 2X70 RIDGE I _.. ki ( 2X8 ROOF RAFTERS @ 16"O.C. o ASPHALT ROOFSHINGLES R60 INSULATION _ ON WATER AND ICE SHIELD 9 16dPER - __ COX PLYWOOD SHEATHING WITH CO NEC (rrP.> Sat PITCH I �� - -I AIR BARRIER ZIP SYSTEM,TAPED ALL [x7 z El .. CL JOINTS OR EQUAL BUILDING PAPER QI H z 2X8 CEILING JOISTS AT 16"O.G. EH COI i z HURRICANE WALL BOARD TIE H6(TYP) I .i I ASPHALT ROOF SHINGLES ON ICE U a PLASTERED&PAINT " AND WATER SHIELD. a E~3 °? USE HURRICANE TIES TO ATTACH I a n TYPICAL EXT.WALL CONSTRUCTION m 2-6/$-0 I RAFTERS TO TOP PLATE. a 2X4 OR 2X6 STUDS+Q 16"0 C FAKE RAID T` 12"12 PITXH 104 OU }^SYSTEM TAPE SHEATHING LLJOIJOINTS '� ROOF RAFTERS ARE DESIGNED FOR AIR BARRIEP.SYSTEM TAPED ALL JOINTS I. FUTURE 5 PSF SOLAR PANELS W R 30 INSULATION OR R 20+R5 Cl U SIDING AS DIRECTED BY OWNER 2X8 0 i6"O.0 aTHT'"TG COX 7 I U BEDROOM PLYWOOD SHEATHING NAILED 1 FC AND GLUED JOISTS WITH _ L-- ---'� FINISH FLOOR TO BE O ----- --- rHy 11- p RIMBOARD(TYP.) it ROOF FRAMING PLAN F-I w i SCALE: „=1'-O" t� I U 1 1 R 36 INSULATION ;( 0 U) I`I OR R 20+R5 Cl 1j1 iji ( E-4 a a I LIVING ROOM 11 (' III co ill II � W 111 6 H CONTRACTOR TO ICI FINISH FLOOR AS 16 VEPoFY Q B WALL ISANCHOREXISTMG ED lna DIRECTED BY L EXISTING SLAB INTO EXISTING SLAB OWNER AT6'O.C. a 1 LJ.J_.._�.�--.- - 0 H _PROPOSED O U --EXISTING TYPICAL SECTION H F--- ,-- -----� us Z 0 CL --- ---- 2X8 AT 46"O.C. I > U W iC I a H O m HEN I W H Qo lLf (�U) i I BOL76TOS�6� R] 1-------',,: I mTH}oa.BOLTsarle° ES W HFC LIVU O.C.STAGGERED U) Z u t c i I 12"DIA.30M PSI H O C / CONIC.FOOTING 'S H 2X6 P.T.AT0�4 (TYP.) w ri U 16"O.C. Q co in •L 3-2X6 P.T. BEAMXS COMPOSITE— ---- JECwNG-- X6 P.�Ti.��ND POST(TYP.) JOISTS(Tip.) i 3" _ SECOND FLOOR FRAMING PLANS SCALE:}"=V-0" v SHEET3 OF 3 ' M G m a'11 Bill Quinn<billquinnlaw@gmail.com> Re: ADU for 11 Felt Street Meredith Flanagan <meredith.flanagan@gmaii.com> Fri, Aug 22 at 2:55 PM To: Scott Grover<SMGrover@tintinavins.com> Cc: <biliquinnlaw@gmail.com>, Burdeys Remodeling <burdeysremodeling@gmail.com> Hi Bill, Please see the attached plans prepared by our architect. What are the next steps for the city to approve the plans? Thank you, Meredith On Wed, Jul 30, 2025 at 9:55AM Meredith Flanagan <meredith.flanagan@gmail.com>wrote: Thank you both! Scott, you have been a tremendous help, I appreciate your support. I am sorry we have not been able to speak on the phone but thank you very much for all of your help! Bill, we did speak a few months back and considered all of the thoughts you shared, that was also very helpful, at this point with some other resolutions we are ready to move forward with the appeal. Thank you for taking this on. Do you know how long this process will take? I have contracted an architect to draw up some plans, we should have that by the end of the week. I have copied my contractor Chris Burdey on this email, he has been in touch with the architect and can forward to you as soon as possible. Also, if you could please let me know what the fees will be for the appeal that will also be very helpful. I am on vacation until the 7th but I should be able to respond to emails. Thank you, Meredith Meredith Flanagan, LICSW 8 Front St Suite 305 Salem, MA 01970 978-491-8920 Founder and Creator of Upside Down Flan www.upsidedow�iflan.com meredithflanaganlicsw@gmail.com Sent from my iPhone On Jul 29, 2025, at 3:28 PM, Scott Grover<SMGrover@tintinavins.com> wrote: Will do. Scott M. Grover, Esq. Tinti & Navins, P. C. 27 Congress Street, Suite 414 Salem, Massachusetts 01970 Tel: (978) 745-8065 ext. 106 Fax: (978) 745-3369 On Jul 29, 2025, at 3:26 PM, Bill Quinn <biilquinnlaw@grnail.com> wrote: Ok, Uhanks Scott, that is very helpful and good news for Meredith. Please leave the plans on my desk. EAU William FQuinn Tlnti & Navins, PC. 27 Congress Street, Suite 414 Salem, MAO1Q70 Office Tel: 978-745-8065 ext. 118 Ce(|: 781-718-1355 Fax: 87B-741-3415 OnTue, Jul 20, 2025et3:24PKX Scott Grover<SMGrover@tintinevina.com> wrote: Bill I can give you the plans that Meredith sent to me. Also, I have a determination from Voula that although the property is in the C- ROD overlay, it is exempt from those requirements under the exclusions in the Ordinance. Scott Scott M. Grover, Esq. Tinti &Navinu, P. C. 27 Congress Street, Suite 414 Salem, Massachusetts 81Q7Q Tel: (978) 745-8065 ext. 108 Fax: (978) 745-336S On Jul 2A, 2025, ot3:12PM, Bill Quinn <biUquinn|am/@gmaH.com> wrote: 7/29/2025 - 3 PM Hello Meredith: | know that Scott referred you to me, and | believe that | remember speaking with you about this months ago. Fortunately, several of the problems that | discussed with you have been eliminated bya new ADU ordinance enacted in June here inSalem. Now, no on-site parking, owner occupancy or rent controls are needed for an ADU, which now can be separately constructed on the property. The height limitation of18 feet and unit maximum size ofQOOSF remain adesign challenge, and may affect your judgement about proceeding. Your property at11 Felt St. iy located within Salem's CROD (Resiliency Overlay District) which could affect your construction choices, as to protect interior spaces and unit utilities from flooding ino1OO year storm. The email chain tome did not include the plans that you sent to Scott, so please re-send those directly tomeif you want nneto look them over. if you want to discuss, the best way to reach me is on my cell phone at 781- 718-1355. [Quoted text hidden] e I UIL .�uoca, OCIMIII, ivim V Iy/V 1`IIVHL VLANJ.paT