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HomeMy WebLinkAboutBuilding Permit # 4/12/2016 (2) I I I �1 i _ -- _ - M r 1'17 — IF, - - --- + q N 1 - �Z >Q` I hi. p= I Fn I Zrn J. .... ....... 1 - � I O I I © z I I I II I I 11 I Il i I I � I j 1 I � - - �i. LASSANAHASSgCIATES A" Add't J m BY: .«p:a 5,2 5-t—Reed ANDREW&LIZ MCDEVITT D znos 5ulte-20 5GA.E: /m 5iwwr+� But®rlGp,M.e-h-tts 01821 266 Barker Street q e)667-5451 North Andover,Massachusetts REVIVON5:eel s6 S NOTE: cis zg T9s 1) ALL WORK SHALL COMPLY WITH STATE AND LOCAL zg�ela�}r{{s BUILDING CODES AND REGULATIONS, jffl W 8F :2) CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL o u CONSTRUCTION MEANS,METHODS,TECHNIOUE5, 4, AND PROCEDURES. y $ $ B) CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS m 0 DURING BUILDING GONGTRUGTION AND SHALL PROVIDE tii m ADEQUATE SHORING AND BRACING TO ENSURE SUCH SAFETY. 4) ALL DIMENSIONS AND SITE CONDITIONS SHALL BE FIELD VERIFIED AND SHALL BE THE RESPONSIBILITY OF THE N CONTRACTOR.NOTIFY THE OWNER OR THE DESIGNER OF + ANY DISCREPANCY PRIOR TO COMMENCEMENT OF WORK. N 5) IT SHALL BE THE RESPONSIBILITYTHE CONTRACTOR = s TO LOCATE ALL EXISTING UTILITIES,,AND TO PROTECT � U THEM FROM DAMAGE. G 6 N 1\ (I) ALL DETAILS,SECTIONS,NOTES, REFERENCE 6 OTHER DRAWT L DRAWINGS ARE INTENDED TO BE TYPICAL. N � 1� 7) DURING CONSTRUCTION,AND PRIOR TO THE INCORPORATION ci OF ANY CHANGES,REVISIONS,MODIFICATIONS OR DEVIATION 3 FROM THE CONSTRUCTION DOCUMENT,CONTRACTOR SHALL BRING TO THE ATTENTION OF THE OWNER OR DESIGNER W 6 Q AND OBTAIN APPROVAL FROM THE BUILDING INSPECTOR m cc s BEFORE PROCEEDING WITH THE WORK. E$ O 8) SPECIFIC NOTES AND DETAILS ON THE DRAWIN65 SHALL Q Q N Z CONTINUOUS R06E VENT TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.WHERE NO DETAILS ARE SHOWN,CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. � I i i I y 0111 1I W a, © ® . as a CD m N EXISTING HOUSE =o hi00R i5 NOT 5HOYdN am N o �r Q n 0 m a - LEFT SIDE ELEVATION SHEET SCALE: 3/16"= P-O" 2 8 r g P I 11 a Lu ca La 06 > LLI Q< FA5TERN 5HEA7HINC,TO HEADER AND E 0 FRAMING WITH 5D COMMON VERTICAL 4 HORIZONTAL z NAILS 0 "I'l\—FARTIAL EXISTING HOUSE METAL KIND BRAC-INC, -------------- KNDOW5 ARE NOT SHOWN it COD + TYPICAL KIN Lu + !; 6 BRACING IF PANEL 5PLIrE Or-r-UR5,PANEL EDGES UST BE BLOCKED AND OCCUR WITHIN 24" Al EACH OF MID-HEIGHT.5E'-UPE WITH ONE ROYqO7 5D COMMON NAILS 3"O.G.IN EA �H PANEL. s k%coD STRUCTURAL PANEL STRENGTH AX15—' do 'TREN- m t ANCHOR 501-T(T'TP.) L L IG WIND BRACING DETAIL 50ALE: NCNF RIGHT SIDE ELEVATION SCALE, Bllro"= V-O" SHEET 3 OF 8 I Tw2 410-5 t' N 'g `"✓ mrn p 9D III �A -Ni 3 to in l a y y D �i p III r 0 � III ,....,�.... m = w O �Q aye 5 � m III A� O a III D O M rw2 410-2 r-w6 6bR 1 ....._ ..... ---- ---------------- ......_i m m LASSANAN ASSOCIATES "" °Ad°'t'° 5,2 mo=t°"a°°a ANDREW&LIZ MCDEVI DATE: s 1t°-2o 'a 5111-1—,M°ss—hM tts01821 266 Barker Street scALE: A saw e (q18)661-5451 North Andover,Massachusetts £'E 1.1 t§aH afafg-_a9e 3 If loll e�eFi8�s435 ? s C i Y g � d J partial existing house J W 6 Q N � N �#4 TIE ROD SPIKED INTO F.' N EX FOUNDATION WALL t—BEAM POCKET EX15T NG CONCRETE WALL 4"MIN.BEARING ®8' OG (BOTH ENDS) J N N 6 d E s o, N x < ccv Z MTPB -jI `o r I I q 12"DIA.CONCRETE I O !Ii PIER Wl FOOTING L-------- _ W m — L ----r --�--- crawispace G h TYPIGAL ° 51-REEN VENT c o COD � � L.------a--------------- ------ S ry3_`m 10"GONTINU005 POEURED N�m Q GO NGRETE YVALL ON 4'i0" 5'-8" 5'-8" 4'-10' 24"x 10"DEEP GONTINUOU5 POURED CONCRETE FOOTING -O„ 21'-0" I!2"ANCHOR BOLTS ®5'O.G.12"FROM ALL CORNERS MIN.2 PER 51LL 54'-O" FOUNDATION PLAN SHEET 50ALE=5(16"= 1'-0" 5 OF 8 °?a8a aA8 s 8@-68 tit 3iP TYPiGAL ROOF GONSTRUGTION -CONTINUOUS RIDGE VENT a S 8 8 •ROOF 5HIN6LES TO MATCH EXI5TIN6 •2" x.12" RIDGE BOARD m o 12 12 •2" x 10" RAFTERS (g) 16" O.0 # FELT 41/4+-� 4114+- • 'I{2" EXTERIOR PLYWOOD attic space •2" x 8" GEILIN6 JOIST ® 16" O.G. W/R-411 INSULATION VENTILATION CHANNEL �j 6 us to of late /2 GYPSUM BOARD ON ` ' ?:. ca HURRICANE TIES EVERY RAFTER m I' x 3 WOOD STRAPPING v 6 to match existing L T CONTINUOUS SOFFIT VENT N m z TYPIGAL WALL CONSTRUCTION u °a X e= y kitchen expansion �� •2"x6" STUDS g 16" O.G z o +uXj •WALL SIDING TO MATCH EXISTING a Q N b O v •BUILDING PAPER Q O • I/2" OSB OR PLYWOOD SHEATHING .R-38 INSULATION (UNFAGED) p PLYWOOD INSULATION SUPPORT .4 MIL VAPOR BARRIER ON IN51DE WALL 3/4" T B 6 SUB FLOORING . 1/2" GYPSUM WALL BO. ON INTERIOR 2"x 8" FLOOR J0I5TO 16"O.G� Lu FIRE BLOGKiNb ca m t100r line �\ 2-2" x 6" SILL WI SEALER 0 s I � t0 match existm 7 „ Z ,.n, _, I/2" ANCHOR BOLTS ® 5'-O" O.G. y g ri-r-::,,. �7ar�' 'ly"-"ItCY�.t Sh���v,•,1. �. � tr„5.1ti.,:L �`tJYL''��J1` :" rr'Y 1� :LiZYltii`!Ill`ti`i1?iivti" k; tN s 12" MAX. FROM ALL CORNERS Q o (3)2'x8 BUILT UP BEAM Rs. MIN. 2 PER SILL C o 12' DIA. GONG.PIER Z Z `o f crawl space a o g ASSUMED GRADE - O" GOVT. POURED CONCRETE FOUNDATION Go$^_m 50'L COVERED ' WALL ON 24" x 10" DEEP CONT. POURED .H 'Trlr77 -1 1 VAPOR BARRIER ��— CONCRETE FOOTING J�Ab o- I I-111 I I � I I l i ;I �{� 111-111 111 7=1 I R�� 1F=1II 1I1 I! = I I=i.eI) 1I 1II— !�—III iI —. r �o it 1�L -i i- CROSS SECTIONT 5r-ALE, 3/8" = I'-0" 8 8