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Home My WebLink About181 South Street PlansCL Cf) 0 O O N N r C6 J Q Z J a Z_ Q ir LL r al O r CD r MY� M� i\� •1 II 7-12-16 i �R•5 e X1,3. 3 CODE EXCERPTS 0 Job Number: z ro N R312: GUARDS ARCHITECT: a p 8312.1: WHERE REQUIRED -� r ---- — gopen-sided--- g g reps and tand res, that are I ;Where required: Guards shall be located along walking surfaces, including stairs, ramps located more than 30 inches measured vertically to the floor or grade below at any within 36 inches horizontally to the point ARCHITECTURAL DRAWINGS ;edge of the open side. Insect screening shall not be considered as a guard. CRAIG MITCHELL TEL: 508-809-3509 a T1 TITLE SHEET i i'Required guards shall not have openings from the walking surface to the required guard height which a"�:r i ,passage of a sphere 4 inches in diameter. -- — GENERAL CONTRACTOR: ++ p :EXCEPTIONS.�� --I--- j .mm shall not ! j I 'allow passage of a sphere 6 inches in diameter. i ili aim iijp --i _. 85R 906 --.1---: GG--ENE--- -- --- — - —--------- -- - — ,.ill.„_ I I�� _�• 1 tSlabs shall be constructed with control joints having a depth of at least one quarter of the s'ab thick -less Cut all Inot less than 1 inch. Joints shall be spaced at intervals not greater than 30 feet in each direction. Contra' l 'joints shall be placed at locations where the stab width or length changes. 0, R505.2: SITE PREPERATION ;The area within the slab footprint shall have all vegetation, top soil, and foreign material rerraved. pR506.2.1: FILL , Fill materials shall be free of vegetation and foreign material. fill shall be compacted to assure urilofm (support of the slab, and except where approved, fill depths shall not exceed 24 in. for clean sand cr grz�” fiFF — �.Tn�rn.�i•' hi � � � i\� •1 II 7-12-16 RESIDENTIAL BUILDING X1,3. 3 CODE EXCERPTS 0 Job Number: z ro N R312: GUARDS ARCHITECT: a p 8312.1: WHERE REQUIRED -� r ---- — gopen-sided--- g g reps and tand res, that are I ;Where required: Guards shall be located along walking surfaces, including stairs, ramps located more than 30 inches measured vertically to the floor or grade below at any within 36 inches horizontally to the point ARCHITECTURAL DRAWINGS ;edge of the open side. Insect screening shall not be considered as a guard. CRAIG MITCHELL TEL: 508-809-3509 a T1 TITLE SHEET i i'Required guards shall not have openings from the walking surface to the required guard height which a"�:r i 2009 IRC AND 780 CMR 51,00 LIST PROJECT 7-12-16 RESIDENTIAL BUILDING DIRECTORY CODE EXCERPTS 0 Job Number: z ro N R312: GUARDS ARCHITECT: a p 8312.1: WHERE REQUIRED -� r ---- — gopen-sided--- g g reps and tand res, that are I ;Where required: Guards shall be located along walking surfaces, including stairs, ramps located more than 30 inches measured vertically to the floor or grade below at any within 36 inches horizontally to the point ARCHITECTURAL DRAWINGS ;edge of the open side. Insect screening shall not be considered as a guard. CRAIG MITCHELL TEL: 508-809-3509 r;R312.3: OPENING LIMITATIONS T1 TITLE SHEET i i'Required guards shall not have openings from the walking surface to the required guard height which a"�:r i ,passage of a sphere 4 inches in diameter. -- — GENERAL CONTRACTOR: ++ p :EXCEPTIONS.�� --I--- j 1 .;The triangular openings at the open side of a stair, formed by the riser, tread and bo )—n rail of a gja-d , shall not ! j I 'allow passage of a sphere 6 inches in diameter. i ADRESS 8506: CONCRETE SLABS (❑N GROUND) --i _. 85R 906 --.1---: GG--ENE--- -- --- — - —--------- -- - — Concrete Slabs -on -grade shall be a minimum 5 inches thick (for expansive soils, see section 8403-1.E). ttie I specified compressive strength of concrete shall be as set forth' in section R402.2. R506.1 .1 : CONTROL JOINTS AMENDED PER 780 CMR 51 .00: STH ED. 1 tSlabs shall be constructed with control joints having a depth of at least one quarter of the s'ab thick -less Cut Inot less than 1 inch. Joints shall be spaced at intervals not greater than 30 feet in each direction. Contra' l 'joints shall be placed at locations where the stab width or length changes. R505.2: SITE PREPERATION ;The area within the slab footprint shall have all vegetation, top soil, and foreign material rerraved. pR506.2.1: FILL --� Fill materials shall be free of vegetation and foreign material. fill shall be compacted to assure urilofm (support of the slab, and except where approved, fill depths shall not exceed 24 in. for clean sand cr grz�” and 8 in. for earth. — 8506.2.2: BASE I jAn 8 -inch -thick base course consisting of clean graded sand, gravel, crushed stone or crushed bast-N^ace5 g i !passing a 2 -inch sieve shall be placed on the prepared subgra Ide when the slab is below grade. i R506.2.4: REINFORCEMENT SUPPORT T.--.. _...._______.-__..—__._—_.._— - Where provided in slabs on ground, reinforcement shall be supported to remain in place from the cerate- to . ;upper one third of the slab for the duration of the concrete placement. DRA�/ING LIST PROJECT 7-12-16 Drawn By: DIRECTORY ISSUED OR RE -ISSUED WITH REVISION 0 Job Number: z ro N RE -ISSUED WITHOUT REVISIONQ ARCHITECT: a p GOLEMME MITCHELL ARCHITECTS LLC 6 WILKINS DRIVE: STE 210 PLAINVILLE, MA 02762 ARCHITECTURAL DRAWINGS CRAIG MITCHELL TEL: 508-809-3509 T1 TITLE SHEET FAX: 508-809-3511 GENERAL CONTRACTOR: & FRAMING PLANS ADRESS A2 SECTIONS & DETAILS TOWN, STATE ZIP • CONTRACTOR TEL: 000-000-0000 DRA�/ING LIST Date: 7-12-16 Drawn By: MH ISSUED OR RE -ISSUED WITH REVISION 0 Job Number: z ro N RE -ISSUED WITHOUT REVISIONQ a p U ARCHITECTURAL DRAWINGS T1 TITLE SHEET Al ELEVATIONS, SLAB/FOOTING & FRAMING PLANS A2 SECTIONS & DETAILS • t L e GOLEMME MITCHELL ARCH ITECTS LLC e 0 6 WILKINS DRIVE: SUITE 21 ❑ s PLAINVILLE, MA 02762 508-809-3509 e bo 2 TUFF SgBg E ' E v PRIVATE RESIDENCE 181 SOUTH STREET SOUTH YARMOUTH MA L n m m s TITLE SHEET C 21 LN I Date I Revisions I TOWN OF YARrTOJTH REVIEWED FOR BUILDING AND ZONING CODE COMPLI. n ANCE. ERRORS OR Ofv';;vlISSIONS 00 NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILI iY OF 'AS BUILT' COMPLIANCE. DATE: BUILDINGOFFI L >9 FILE Copy Scale: AS NOTED Date: 7-12-16 Drawn By: MH Checked By: MH/CM Job Number: 16130 TOP' TOP TOP �I� U _A.1= �-�-� �Iz -�N �z Tom, EQ IEQ IEQ JEQ 1 Y2" 1 Y2" 1Y2" 11 Yz" EQ PORTICO g BALUSTRADE ELEVATION Al SCALE: 3/4'= 1'-0" I 5 DECK RAIL ELEVATION Al SCALE: 3/4" = 1'-0" SIM 1 A2 EAST ELEVATION SCALE: 1 /4" = rvntin,ucvn wi rvv u,w Z FRAMING PLAN SCALE: 1/4" = 1'-0" Z 1 A2 ! IL 2nd FLOOR CK SEL = 9'-s�"± Al F °± F ILUMN TOP ETR SLAB :.IT FOOTG NORTH■ SCALE: 1/4" = i'-0" sr rn W �120VIDE SIMPSON It jw ...a... a a' P 1z a''=' } e r x" rte. i'" .n` „c;,� s•F° r f tI • STRONG -TIE C 44V - i._ cd WEAL ST -TIE r t.`At a s._�a4 w �r..m,r t.. 7 '.-I @ALl.NQN.B NG ' c0 _ {{ r: s --• `33{,;,< � rt rr t � 'r i 1 f � 4R4� P�$x$ = .. . 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'. m 9:_7t 1 6ic8=f.4z1 4 WWF ON r ®. 8"COMPACTEtiGRAVEL �. _- $,' 10Y2" - 7' EQ 10Y2' 8tt Y2" I 9'_4• EQ '10'-6" SLAB IEQ S LAB/FOOTING PLAN N SCALE: 1/4" = 1'-9' GOLEMME MITCHELL ARCH ITECTS LLC 6 WILKINS DRIVE: SUITE 21 0 PLAINVILLE, MA 02762 508-609-3509 8�m r ram t m g J U to, V Q r Y E PRIVATE RESIDENCE 11 181 SOUTH STREET SOUTH YARMOUTH MA ELEVATIONS, E SLAB/FOOTING & FRAMING PLANS o� Scale: AS NOTED Date: 7-12-16 Drawn By: . olow 2 --1 �II��■I��Ilil�y�J Checked By: MH/CM Job Number: 16130 IN fi3'i95ii., FM i � zITI z ■ � Z �T1701M � - jit��l■„Iii�ll� lull I � �� ■ ■ ►�1��111� �' HIM �� i y 5 I 5 DECK RAIL ELEVATION Al SCALE: 3/4" = 1'-0" SIM 1 A2 EAST ELEVATION SCALE: 1 /4" = rvntin,ucvn wi rvv u,w Z FRAMING PLAN SCALE: 1/4" = 1'-0" Z 1 A2 ! IL 2nd FLOOR CK SEL = 9'-s�"± Al F °± F ILUMN TOP ETR SLAB :.IT FOOTG NORTH■ SCALE: 1/4" = i'-0" sr rn W �120VIDE SIMPSON It jw ...a... a a' P 1z a''=' } e r x" rte. i'" .n` „c;,� s•F° r f tI • STRONG -TIE C 44V - i._ cd WEAL ST -TIE r t.`At a s._�a4 w �r..m,r t.. 7 '.-I @ALl.NQN.B NG ' c0 _ {{ r: s --• `33{,;,< � rt rr t � 'r i 1 f � 4R4� P�$x$ = .. . (O —_ l�'�,_��+-m" f 4� "• (' � d°rt �x +�..d-y st} -' m vv�i � � a .� 1``' � Y� c F '. � t tl 6' -r,."x�„y"r dN _ .. }` � - f I G 1st FLOOR �b CONTRbL JOI T J Cl) t� tis �x N. �; W F t } �P'REP ZEL= 100-0�r �:� "` Y 'x w3 f SCOPE)_ N ' l N art -L ]'Q %' -'V' a § CONC SLA9 V CONC SLAB;R INFwI r t 6xfi-1:4x.l'- _ 00 -- v" 8" 0MPAICTED%GRAVEL r =T y 4x4P05T TMP. 5£ .. ... - f 110'-6' SLAB — � r- Cd^Ot LAB m ( 1'-1 Y;' CONC PIER/FOOTING in l EL.- 99'-5" - IQ SEE 1/A2-TYP 5"CONQSLAB� �RLINFw/ . '. m 9:_7t 1 6ic8=f.4z1 4 WWF ON r ®. 8"COMPACTEtiGRAVEL �. _- $,' 10Y2" - 7' EQ 10Y2' 8tt Y2" I 9'_4• EQ '10'-6" SLAB IEQ S LAB/FOOTING PLAN N SCALE: 1/4" = 1'-9' GOLEMME MITCHELL ARCH ITECTS LLC 6 WILKINS DRIVE: SUITE 21 0 PLAINVILLE, MA 02762 508-609-3509 8�m r ram t m g J U to, V Q r Y E PRIVATE RESIDENCE 11 181 SOUTH STREET SOUTH YARMOUTH MA ELEVATIONS, E SLAB/FOOTING & FRAMING PLANS o� Scale: AS NOTED Date: 7-12-16 Drawn By: MH Checked By: MH/CM Job Number: 16130 Scale: AS NOTED Date: 7-12-16 Drawn By: MH Checked By: MH/CM Job Number: 16130 Drawing: Alt 0- L0 O O O N N r O J q 1 Z /gR v Q LL o' C� r r / —2x4 TOP RAIL RAILING POST BEYOND ' t Illy BEVELED TOP 12" ETR BRICK WALL j `—RAILING POST BEYOND LCC FLASHING @ DECK/BRICK BALLUSTERS - SEE 5/A1 FOR WALL - CUT REGLET IN MORTAR i ( SIZES & LOCATIONS JOINT - SET FLASHING IN SEALANT I 14x11 LVL j 2x3 BOT RAIL SECURE TO ETR BRICK WALL w/ TYP DECK CONSTR: J"O EXPANSION BOLTS @ 16" OC 1x6 PT DECK BOARDS ON j j +1 2nd FLOOR STAGGERED PT 2x JOISTS - ry EL = 9t -5j'± Al F TOP BEAM <, ' 0 EL = 9'-3j"± Al F 1 x6 TRIM M1 r 2 -PT 2x4 @ BOT LVLs 1 xTRIM - 1 ! i1� i 1 3 SIM _—PILASTER BEYOND COLUMN BEYOND�----.�l I A2 �I 12" ETR BRICK WALL RAILING POST BEYOND 2x4 TOP RAIL w/ CUT BASE TRIM AS REQD" BEVELED TOP TO ACCOMMODATE ROOF SLOPE RAILING POST BEYOND kr BALLUSTERS - SEE 6/A1 FOR " SIZES & LOCATIONS s gk= ALUMINUM COUNTERFLASHING � CUT REGLET IN 2x3 BOT RAIL ' MORTAR JOINT - SET �� gi FLASHING IN SEALA METAL EDGE TRIM W 3w ON CONT CLEAT TOP BEAM Ali,- --- — -- — ' EL = 8'-11 AIF ,rp ` t SEALANT TYP PORTICO ROOF r ` CONSTR: 60 MIL 1 -PLY EPDM 1r 2 -PT 2x4 @BOT LVLS yy� MEMBRANE - FULLY ADHERED TO 1xTRIM RECOVERY BOARD' 1x6 PT DECK BOARDS ! s PT 2x JOISTS j 3 SIM A2 f 1'x11" LVL SECURE TO ETR BRICK j i� WALL w/ j'0 EXPANSION BOLTS @ 16" OC COLUMN BEYOND ._ STAGGERED PILASTER BEYOND q_ SECTION THRU PORTICO Al SCALE: 3/4" = V-0" 5" h oo" ,t 3" I 6• TYP PORTICO PILASTER TYP PORTICO COLUMN 61 -" CONSTR: CONSTR: ' 2x6 PT POST CUT TO FIT w/ 4x4 PT POST w/ Efat 1x3 FURRING @ FACE �PLYWD SHEATHING r s; jj 1 x TRIM ALL SIDES 1 x TRIM ALL SIDES _ SECURE POST TO ETR BRICK -- WALL w/ EXPANSION BOLTS TRIM @ COLUMN BASE BLW SECTION THRU SECTION THRU 6 PORTICO PILASTER5 PORTICO COLUMN SC/4" = 7'-0" Al SCALE: 3/4" 8" 5 J-0 WOOD FINNEAL w/ 5j' SQ BASE - !� RAILING POST BEYOND s- al POST CAP w/ 1x4TRIM 5Y21 i TYP RAILING POST CONSTR: 12" ETR BRICK WALL I�! 4x4 PT POST w/ fl 5/4x5 TRIM ALL SIDES LCC FLASHING @ DECKBRICK� ;t BC8 SIMPSON STRONG -TIE WALL - CUT REGLET IN MORTAR BASE/CAP @ POST/BEAM JOINT -SET FLASHING IN SEALANT CONNECTIONS - TYP 14"xi 1" LVL I 1x4 TRIM w/ QTR ROUND SECURE TO ETR BRICK WALL w/ TYP DECK CONSTR: Ij ® j'0 EXPANSION BOLTS @ 16 OC 1 x6 PT DECK BOARDS ON ( +I 2nd FLOOR STAGGERED PT 2x JOISTS i I - EL = 9-5�.t Al F TOP BEAM — — i w EL = 9'-3 j'± Al F 2-14"x9 , LVL s OTT1Z SIMPSON STRONG -TIE II DECK TENSION TIE @ 4 POINTS BC8 SIMPSON STRONG -TIE SECURE TO ETR BRICK WALLS BASE/CAP @ POSTBEAM w/j'0 EXPANSION BOLTS SET CONNECTIONS - TYP IN EPDXY II' � II I A SIM 1 A2 t,�11 A2 53/a" 2 h 1 2 SECTION THRU PORCH 33ra 7Y2 Al _ TYP PILASTER CONSTR: TYP COLUMN CONSTR: r 2x4 PT POST w/ 4x4 PT POST w/ I' _ I N s 't 1x3 FURRING @ PERIMETER 1x3 FURRING @ PERIMETER i; i" PLYWD SHEATHING J" PLYWD SHEATHING r ,� 1 x TRIM ALL SIDES 1 x TRIM ALL SIDES - Eli 2nd FLOOR TOP DECK 5/4x6 PT DECKING 1x4 TRIM w/ I VA J A&M #5120 BED MOULDING CAP/BASE CONNECTOR PT 2x4 NAILER ' 1 x6 TRIM 1 x12 TRIM I, CAP/BASE CONNECTOR LCC CAP FLASHING A!t t, ` SET IN SEALANT 2x CAP TRIM A&M #5120 BED MOULDING 1x1 TRIM 7i2 0 ± ! TYP COLUMN CONSTR I SEE 1/A2 r4' 1y t 't f1x6 TRIM N j f' it 4" QTR ROUND TRIM 2x BASE TRIM .TOP SLAB �P EL 99'-5'+_ DETAIL @ COLUMN 3 CASE & CAP A2 SCALE: 3/4" = l'-0" _—j _ -fr SECURE POST TO ETR BRICK WALL w/ EXPANSION BOLTS TRIM @ COLUMN BASE BLW PLAN VIEW PLAN VIEW II 33ra" TYP PILASTER CONSTR TYP COLUMN CONSTR 7Y2" r SEE PLAN VIEW ABV SEE PLAN VIEW ABV 5" CONC SLAB REINF w/51 j• j 6x6 -1.4x1.4 WWF 11 ` I 3 8" GRAVEL ON !I,' SIM COMPACTED FILL OR A2 UNDISTURBED SOIL �`, BROOM FINISH 1 st FLOOR 49b- 13OLEMME MITCHELL ARC RITE CTS LLC 6 WILKINS DRIVE: SUITE 21 ❑ PLAINVILLE, MA 02762 50S -E109-3509 i PRIVATE RESIDENCE 181 SOUTH STREET SOUTH YARMOUTH MA 0 u n EPB 44A SIMPSON STRONG -TIE ELEV POST BASE 04 CONC PIER REINF w/ 4-#4 ARS TB28 SONOTUBE TUBE BASE FORM 1jBOT FOOTING -- ZP EL = 4'-0" 6G MIN y SECTION THRU PORCH Al SCALE: 3/4" = 1'-0 CONTRACTOR'S OPTION: AZEK TRIM BOARDS, PANELS & DECKING MAY BE AZEK IN LIEU OF STANDARD WOOD PRODUCTS E m o° m N 8 Drawing: SECTIONS & DETAILS Scale: AS NOTED Date: 7-12-16 Drawn By: MH Checked By: MH/CM Job Number: REF EL = 100'-0.. R' ' TOP SLAB -_---_—_— EPB 44A SIMPSON STRONG -TIE ELEV POST BASE 04 CONC PIER REINF w/ 4-#4 ARS TB28 SONOTUBE TUBE BASE FORM 1jBOT FOOTING -- ZP EL = 4'-0" 6G MIN y SECTION THRU PORCH Al SCALE: 3/4" = 1'-0 CONTRACTOR'S OPTION: AZEK TRIM BOARDS, PANELS & DECKING MAY BE AZEK IN LIEU OF STANDARD WOOD PRODUCTS E m o° m N 8 Drawing: SECTIONS & DETAILS Scale: AS NOTED Date: 7-12-16 Drawn By: MH Checked By: MH/CM Job Number: 16130