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HomeMy WebLinkAboutBP-98-881 (71 Town Brook Road)"Vl1.3r_� fiootA Fw4y Foots Flt�S-r FLOOR FUTURE PRIVACY o FENCt:; � p j �I UTILITY f I � i GO M try tC, I tfkr S G ED ;5 No D1MEwv ioA)s 0 j A Tr%LkFAAJrt 0 F (�=) 3" CorvrRfiCroR L,viLL VEFiFy plMENlt6Nw, GF TItt5 EXlstlN `r=jtTUrE .�L11 LG 1 /!1 _ r 1 011 Ft RSr FL66F Fl l t- L. o 6r= P11W ZoT,31-111—ro 4j c—,F,o6t, pL. i rn Av t+ p E E t p� C(_-. t1 2.6-9' 8� SFS tG� pr/l lit O r 251 d" h i CxWT9ACTOR Wiu VER+Fy CgjVVNStoA(S OF 7*15 Ex1S7-ING STRUCTURE _[itV-G /loll V) 4C,7 KALI) (J -r)d F b5 (-gid 1C 3 '-j r-/ 6 30'-0" 14'-0" 16'-0" L---------------- 4------------- --- . ------- FRONT 25'-0" ---_-----I�------------------------ 5'-9' 1 26'-4" EQUAL EQUAL w I 0 - ------------ --------� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r — — — — — — — — ----- I o BEAM POCKET --- - - I (TYP) --- ----------------1 1 I I I I I I I I I I I I 1'-4" WIDE I - - - - - CONCRETE FOOTING I I 2x10 Iw I 2x10 I I I TYPICAL I p+ J 016" D.C. I I I I SUPPORT 1 8" FOUNDATION L_ I I I WALL, SEE SECTION A' I I LINE OF ROOF o I I I I I w v CANOPY ABOVE I ----- L-------------------------------- I I I I 1 V -3"I 4'-10" -i I M Lz - J I a L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I U cn 4" SLAB -ON -GRADE zl 4" SLAB - c i O ON COMPACTED BACKFILL 1 1 Win 1 r+ Fo i r I I I IL) I I I t EQUAL EQUAL 1 EQUAL I IF -1 I Z I I (E) 2x12 524" O.C. 1 O 1 L I J (E:) 2x12 ®I ="O.C. 1( NEW 3-2x12 -1 I I I x – E) J – - – �–i— – – a LOO JCONTINUOUS -- M+---------------- I n --------------- 3 CHIMNEY ao o I SUPPORT M \ N 1 a z l 4„ SLAB- Q �® I I- I O ON -GRAD 00 ro �� I uj J IN L3 J -------------J z _ I ------- 3 1 Q A i I LINE OF ROOF I r si I I CANOPY ABOVE Flo v N 1 L------------- ----------------------- I ---_-----I�------------------------ 5'-9' 1 26'-4" EQUAL EQUAL w I 0 - - - -1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - I I --- ----------------1 1 I I I I I I I I I I I I I I 2x10 Iw I 2x10 I 016" O.C. p+ J 016" D.C. I in L_ I Li I o w v of �– _0 I I I I 1 V -3"I -i I M Lz - J cy W a 1 m I D cn zl 4" SLAB - ON -GRADE 1 1 r+ Fo i r I I I IL) I I I 1 I Z I I I C-4 I I I NI I I 1 I I L------- -- M+---------------- --------------- ------------ ----- 30'-0" 1. 25'-0" 5'-9" FOUNDATION PLAN SCALE: 1/4" = 1'-0" NOTE: ALL DIMENSIONS HAVE A 3"(t) TOLERANCE - (CONTRACTOR TO VERIFY ALL DIMENSIONS). GENERAL NOTES GENERAL REQUIREMENTS: 1. ALL WORK SHALL CONFORM TO THE COMMONWEALTH OF MASSACHUSETTS STATE BUILDING CODE, THE TOWN OF YARMOUTH BYLAWS AND ALL APPLICABLE OSHA STANDARDS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANY DISCREPANCY TO THE OWNER BEFORE ORDERING MATERIAL AND PROCEEDING WITH THE WORK. 3. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING TO SUPPORT EXISTING STRUCTURE AND AGAINST WIND FORCES AND ALL CONSTRUCTION LOADS THROUGHOUT THE WORK. 4. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE DRAWINGS OF OTHER DISCIPLINES FOR THE LOCATION AND DIMENSIONS OF ALL RELATED ITEMS. II. LUMBER: 1. ALL FRAMING LUMBER SHALL COMP_Y VAH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADED !JMBEIAND ITS FASTENINGS, LATEST EDITION; AND AS INDICATED IN THE ONTRACT DOCUMENTS. 2. ALL FRAMING LUMBER SHALL BE PPOTECED FROM EXPOSURE TO THE WEATHER. 3. FRAMING LUMBER SHALL BE USED NITH 1 MAXIMUM 19% MOISTURE CONTENT AND WITH MINIMUM DESIGN VALUESAS INDICATED: a. FRAMING LUMBER STUDS: FB = 1000 PSI; +ILL WERS: FB = 1200 PSI ALL COMPONENTS: E = 14G000WSI; b. LAMINATED VENEER LUMBER: PARAIAM PSL:- AS MANUFACTURED BY TRUS JOIST MACMILLAN: FB :2900 PSI; E = 2000000 PSI; 4. "PT" WHERE INDICATED ON THE DRAWINS STANDS FOR PRESSURE TREATED LUMBER. 5. TIMBER CONNECTORS SHALL BE BY -SIMION STRONG -TIE CO.. INC. - OR EQUAL. 6. THE NAILING SCHEDULE FOR ALL DWENSNAL LUMBER SHALL BE PER THE MASS. CODE, APPENDIX C. 26'-4" EXISTING 2x12 IN TOP MOUNT HANGERS (BEYOND) CL EXISTING 8x6 W/ NEW 8x6 BELOW i . 8dx1 1/2" 032" O.C. DETAIL '1' N SCALE: 1" = 1'-0" I to N EXISTING— STUD WALL 2x6 P.T. SILL PLATTE 2 COURSES 8" CMU FINISHED GRADE OF C. TUDOR No. 34774 STRUCTURAL :m :2 Z X IN 0 2x8 ®16" O.C. EXISTING (TYP) 1/2"0 A.B. 04'-0" O.C. OR SIMPSON MA6 W/ 10d 04'-0" O.C. 2-#5, TOP to ,. I 8" CONCRETE co FDN WALL 4" SLAB - ON -GRADE SECTION A SCALE: 1/2" = 1'-0" /"z _ r--- PHOTO -ELECTRIC TYPE SMOKE DETECTORSARE REQUIRED BY MASS. STATE BLDG. CODE INSIDE AND OUTSIDE OF ALL BEDROOMS WITHIN 20' OF A KITCHEN OR BATH. ALL DETECTORS MUST HAVE BATTERY BACK-UP. RECE!VED `tel kjuze CAPT. INSPECTOR y1f,ell H� v 8x'