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Home My WebLink About- Plans - 19 COMMONWEALTH AVENUE 8/29/2021 pG O 4 CF (K� y PROPOSED DECK 19 COMMONWEALTH AVE,NORTH ANDOVER,MA.01845 OWNER:ASCENCIO BETZABET DRAWN BY:GILBERTO JIMENEZ&MAYKY SANCHEZ GJ DESIGN GROUP LLC Assoc.AIA Professional Designer 118 WOODLAND ST LAW RENCE MA 01841 TEL 978-601-2844 E.M.I-h.o7812@g—iI.—Fax:978-208-1335 b1f!Ibl IPS ShwwvflroruNvrri IIwll r C:asrv:98oPlw cIw;sway 4kMieLc,lru L�otlirrl A xt1¢1�1r}. Ao v r1,vu 161 Coo mrionweali o f Ave,N rth Anr9cu�ar!a..,. x ri r , fMerstMe 6rPyeyvrwL j I' 1 Bfeen School P (LOCATION) 19 COMMONWEALTH AVE GENERAL NOTES : 1-ALL WORK SHALL COMPLY WITH STATE AND LOCAL 7-DURING CONSTRUCTION,AND PRIOR TO THE INCORPORATION BUILDING CODES AND REGULATIONS. OF ANY CHANGES,REVISIONS,MODIFICATIONS OR DEVIATION 2-CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL FROM THE CONSTRUCTION DOCUMENT,CONTRACTOR SHALL CONSTRUCTION MEANS,METHODS,TECHNIQUES, BRING TO THE ATTENTION OF THE OWNER OR DESIGNER AND PROCEDURES. AND OBTAIN APPROVAL FROM THE BUILDING INSPECTOR 3-CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS BEFORE PROCEEDING WITH THE WORK. DURING BUILDING CONSTRUCTION AND SHALL PROVIDE 8-SPECIFIC NOTES AND DETAILS ON THE DRAWINGS SHALL ADEQUATE SHORING AND BRACING TO ENSURE SUCH SAFETY. TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL 4-ALL DIMENSIONS AND SITE CONDITIONS SHALL BE DETAILS.WHERE NO DETAILS ARE SHOWN,CONSTRUCTION FIELD VERIFIED AND SHALL BE THE RESPONSIBILITY OF THE SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. CONTRACTOR.NOTIFY THE OWNER OR DESIGNER OF 9-CONTRACTOR SHALL PERFORM ALL WORKS IN COMPLIANCE ANY DISCREPANCY PRIOR TO COMMENCEMENT OF WORK. WITH THE COMMONWEARTH OF MASSACHUSETTS 5-IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (9TH EDITION OF THE MBSC,780 CMR 51.00) TO LOCATE ALL EXISTING UTILITIES,AND TO PROTECT (2015 IRC AND THE COMMONWEARTH OF MASSACHUSETTS THEM FROM DAMAGE. AMENDMENT TO THE INTERNATIONAL RESIDENTIAL CODE 2015) 6-ALL DETAILS,SECTIONS,NOTES,OR REFERENCE TO AND THE TOWN OF NORTH ANDOVER ORDINANCES. OTHER DRAWINGS ARE INTENDED TO BE TYPICAL. Q 118 WOODLAND ST LAWRENCE MA 01841 PROJECT: PROPOSED DECK REVISED BY: COVER G J 978-601-2844 FAX 978-208-1335 APPROVED BY: SHEET DESIGN GROUP LLC E.MAIL 13ch.o7812@gmail.com ADDRESS:19 COMMONWEALTH AVE,NORTH ANDOVER,MA.01845 DRAWN BY ^1— : lnis cesuu is me iu ---Lr"-r `" OWNER: ASCENCIO BETZABET GILBERTO JIMENEZ w 1 Assoc.AIA s sro_�IENE K U TTE E K IT is u Professional Designer "� "'c --°� _�r°' PETITIONER:ASCENCIO BETZABET &MAYKY SANCHEZ z 4 .m�7ocn n_n_.roe z��o.oEi n��a��r,oa DATE:08/29/2021 NOTE: CONTRACTOR SHALL BEFORE PERFORM DORMER VERIFY EVERY DIMENTION AND HEIGHT NOTE: CONTRACTOR SHALL PERFORM ALL WORKS IN COMPLIANCE WITH THE COMMONWEARTH OF MASSACHUSETTS(9TH EDITION OF THE MBSC,780 CMR 51.00) (2015 IRC AND THE COMMONWEARTH OF MASSACHUSETTS AMENDMENT TO THE INTERNATIONAL RESIDENTIAL CODE 2015)AND THE TOWN OF NORTH ANDOVER ORDINANCES. Ivix PON EXISTING EXISTING PORCH HOUSE XI IN DO R T BE RE IN 1 ' 21' SE DETAIL -F- PROPOSED DECK FLOOR PLAN SCALE:1/14—l'-0" �0'JD 1111 WOODLAND ST LAWRENCE MA 01841 PROJECT: PROPOSED DECK REVISED BY: FLOOR PLAN G J 978-601-2844 FAX 978-208-1335 APPROVED BY: DESIGN GROUP LLC E.MAIL Iach.o7812@gmail.com ADDRESS:19 COMMONWEALTH AVE,NORTH ANDOVER,MA.01845 no F mM czsism -re111—L-11LPP,p11 IF OWNER: ASCENCIO,BETZABET DRAWN BY: w 2 ASSOC.AAAur Pr �u� e K.,u� r r -eeir s GILBERTO JIMENEZ Professional Designer i �rr kT LL i ❑Ths_ PETITIONER ASCENCIO,BETZABET &NAYKY SANCHEZ 4DE—HVIT—l—E DATE:08/29/2021 EXISTING EXISTING PORCH HOUSE ATTACHED TO BUILDING BY LAG BOLTS DETAIL—C— 7'-9" T.W OD 'IS x1 1 ( ) 2" X 1 ' - 2) x -(2) x 0. 11 12'-0" F.T.W 0DJOISIS 7,_9' x1 SEE DET IL 6"X 6"PT WOOD POS W SEE DETAIL —A B & G— TYPFOO INC 2) (2) J�0' �2) X 0 6"X 6"PT 1NOOD POST W1 TYP FOOTING 1' PROPOSED FLOOR FRAMING PLAN SCALE:1/14-l'-O" ,0AAF70 118 WOODLAND ST LAWRENCE MA 01841 PROJECT: PROPOSED DECK REVISED BY: FRAMING PLAN G J 978-601-2844 FAX 978-208-1335 APPROVED BY: DESIGN GROUP LLC E.MAIL Iach.o7812@gmail.com ADDRESS:19 COMMONWEALTH AVE,NORTH ANDOVER,MA.01845 nocTIG'51" -re111-F e111L PP,p11 IF OWNER: ASCENCIO,BETZABET DRAWN BY w �7- ASSOC.AIAiLG Pr �u� e H.,u� r r -eeiT s GILBERTO JIMENEZ gProfessional Desi ner �rrr 1H��ok rioessu v✓im»Tme �y.,KzrnonC m[n mis PETITIONER:ASCENCIO,BETZABET & IAVKV SANCHEZ = - , hTIC@ DATE:08/29/2021 'x s'wood Remove STUCCO at PT Column edger prior to installation Sheathing Wrap Lapped 12°DIAM Exterior over flashings 2"x10"DOUBLE END JOIST STUCCO Copper or Galvanized PT Continuous Steel flashing Gap for Drainage Corrosion-Resistant 4 IDIIAM Joist Hanger LONG J BOLTS WO'HOOK. Corrosion-Resistant 6"x6"POST NOTCHED Bolts or Lag Screws AND BOLTED TO HEADERS '`r�, °i•a AND JOISTS �� Deck Joist 3coo PSI 2x10 @ 16 O.C. CONCRETE Pressure-Treated Band Joist Pressure-Treated 12DIAM 2"x10"DOUBLE HEADER Ledger PT Peel-and-Stick Bituminous Membrane D ETAI L-A- DETAIL-B- M 5. Nis BY 111.6"LAG BOLT WITH NUTM/ASHER @ 16 O.C. DETAIL-C- N TS SEAM 12'Yz P METER WITH WASHERS 4' AX. 42" NOTCH POST _ F®'r FINISH LAND. 6y'"PgIN. s%4"x6"PREASSURE TREATED WOOD JA DTC14EVD POST LEAVE SPACE BETWEEN DETAIL-1- NEWEL POST NOTCHED STRINGER PLANKS FOR DRAINAGE NTS (3)-2"X12" FINISH FLOOR 11"TREAD JOIST 7" RISER NOTCHED STRINGE (CONIC.PAD BOTTOM) DETAIL-D- T (101/2"x 48") NIS DETAIL-E- Nrs TIPYCAL METAL CONNECTOR NIS SIMPSON STRONG-TIE LUS28 2"X 10"JOISTS 2"x4"SUPPORT BLOCK 2"x4"SUB RAIL 2"x4"SIDE RAIL 6x6 OR 4X 2"x4"TOP RAIL POST 2"x4"CAP 2"x4"SUB RAIL 2"x4"SIDE RAIL " 6"X 6"P.T.POST SONCTI)BE A-'DEEP EXISTING WALL MIN. CTYP) ANCHOR CONNECT TO POST x OR NEW POST 2"x2"PICK 36"ETS 351„31"42" / / / / 2"x4" �71 2" "BOTTOM RAIL DECK FLOOR DETAIL-F- DETAIL-G- NTS NTS �0'JD 118 WOODLAND ST LAWRENCE MA 01841 PROJECT: PROPOSED DECK REVISED BY: DETAILS G J 978-601-2844 FAX 978-208-1335 APPROVED BY: DESIGN GROUP LLC E.MAIL Iach.o7812@gmail.com ADDRESS:19 COMMONWEALTH AVE,NORTH ANDOVER,MA.01845 No crud czsism r�- 111 L-11LPP,p11 IF OWNER: ASCENCIO,BETZABET DRAWN BY: w 4 ASSOC.AIA II Pr JuL e K.,u� r r -eeir s GILBERTO JIMENEZ Professional Designer re L ok ri n mis PETITIONER:ASCENCIO,BETZABET &MAYKY SANCHEZ = 4 g oes su v✓im,DI1T TL .L y IZr.non a,Tli[A-III DATE:08/29/2021