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HomeMy WebLinkAbout2015 May 19 - Sign Off Transmittal Sheet, Plans .a _ ,r oti-Yq� TOWN OF YARMOUTH � �"""'�'�'" � � `-�yt�� HEALTH DEPARTMENT `��. �.�/.� �--.�.�=E-' PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: ' Building Site Location: / 3 �� ���'���- �e�"f ` �� ��f �''� � Proposed Improvement: r ����* � fc'��i/k�c- �,�,f�'J�c,- � , ,v.c � ��� ,�-/J r�- rrc�.c c� '' .c,� �/�' Applicant: � C r" ��� Tel. No.: r!1 d'' � � +10��j ' � s%9'/�- Address: `� �j ��� �� C�'"F��` � ''�`i�. 3�.. Date Filed�� .� **If you would like e-mail notiftcation of sign o,fJ;please provide e-mail address: � Owner Name: ✓`���2 ��j t�' �S ( i Owner Address: � k�ti��w�r f �{ �,� ` ,�-` ��{��-�Nf , Owner Tel. No.:'�/-�f`�%-7��� �i �' � ......................................................................................................................:....................................... � ....................................:............................................................................................................................................................... , � � RESIDENTIAL�ND/OR COMMERCIAL BUILDING ! i HEALTH DEPARTMENT: �Determines Compliance to State and Town Regulations; i.e., Requirements i �or Septage Disposal and other Public Health Activities. � � _ I Please submit three (3) copies of plans, to include: � (1.) Site Plan showing existin�buildings, water line location, and septic system location,�� � ,� �, (2.) Floor plan labeling ALL rooms within building ' . (all egisting and proposed) — Note:Floor plans not required for decks,sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer i with fee. ; i ..............................................................................................................................................:.......................................................................................................................................................................:................................................ I REVIEWED BY: (�C�C� -- 'l1�'/ DATE: � / � PLEASE NOTE COMMENTS/C NDITI+O�NS: ��� � ` � ' � � ���� S k'� � / - � � , :�._ 1 ���� �Qy �T�,����� � G� s�r��/ ,� �`' �' _ � 1 BrockwayG-Smith Company ' Brosco Architectural Group C, � Serving Greater Northeast Architects since 1890 � � � . '�--' li 'I'. . 011ice and Exhibit Area: 146 DASCOMB ROAD 800-225-7912 "�'"" (Route 93-Exit 42) � i ANDOVER,Mn o,s,o FAX (24 hours) 800-242-4533 ��..� �� COMMERCIAL � RESIDENTIAL � DATE JOB _ .. ,... 1� ... .-... . ... .. .._., .. . . . ..> .. . . ... . . 4 .... . ... , � ��s��, P �,��, f�ry�. ti� �'r��1: ����e� _ . _ �� � _ ,� �r�.►.�,Q � � r _ __ � _� +� � � _ �_ � � �`� �� �' _ �. � � .w�_ �v ��_�_. �� � �.. � � �__�� ��....�� � _ � � ._ _ � _ � � ro � _ a�w �_� � .d , � r � � � � � . .. � �� __� _ �� _ �� �_ r v��,a� �� � �3 � � � _ � _ _,h � . ,._ ; „ �.� , ��� �v a„ �� � � �.�_ � � A� e _. _ �� � � �., ���� u ��a V .�a : �.,� �_ � �, �_ �� _. 3,. � � � . _ _ �_ � � � „_ .� � � � . � ��.r�. , «,_ � ,v - �� �_ _ .�� �_� � � _ .e� , �� _ _ � _ � �_ � � ��� � �� � . .� �., _ �._ , � ,� �� ,__ �_..� � ,. �r� � �_�_,� � �� ` ._ _ � � _� � __ � �; � �.,� .._�__._�.�.__� __.� � � . . , _ � , � ,. . � � � . �.. � � ��._. � ._ � � _. �. � �. � �: _ � .. � A _ _ _� _�n.x. � _. �- �„.�� � , w. �. �� � � �,__� .�,.,_ , . �._ ,. ., .. �__, �._._., � _ _� _._ � . � R���D�GC� �� � _ _ __ n �_, �a�a� ,� .� � � � � � � � � � � � _� �_ �___� � m � � __ � �_ �� _ � _.� _ .n � �� � �: MA�—����� 5 ��� �_ __ w� �__ a ,a a� _,� �� _ � �, �.v, � ,� ,� _v �. ;_ �. _r_ , �_ �., �_.� �,�� � _ . .w ; HEAL"�H D�P�: � __ ,.� ,. � � � � � �,.__ . ��� ._� , � � . , �, _ �, . � ,_.� �.� ":.�r�ai�a���.�l�a, siru�,yau,xwi�i, _�rzc�rfel �r.�ce�,�, �ir�c�o� �e1�ai�ny.ar�c�,��u+�c, :�rrfirtf �.. _ I I I ENTRY DOOR SYSTEM Andersen "Rain Sensitized" I � Wood and Steel Automatic Closing Hinged French Patio Doors ROOF WINDOWS 2xB P.T. LEDGER W/ 2-%" DIA. BOLTS @ 16" O.C.. USE EPDXY AS NEEDED IN CMU WALL — I 10" DIA. SONOTUBE W/ BIGFOOT FOOTING (BF25) FOR BEAM SUPPORT ABOVE —\ (2)2x10PF-r -TT-�l m� B A.4 CORRUGATED ------------------ GALVANIZED STEEL .. AREAWAY W/ GRAVEL CENTER 5SMT. 6x6 ♦ i WINDOW- -• WINDOW:.VE • P.T.. • . • • - • •• •FOOTING SUPPORTUSE EPDXY AS FOR COLUMN NEEDED IN CN a• WALL O::❖:❖:•:':❖:❖:•i4 r..rrrrrrrrvrrrrv....r.. - �❖i �•iJ:, ��� i i•Oi❖iiii •iB•i ••. CJ•JJ 40•�•iM•JJJ••• � ms's❖••" J:T:•:t s'i3O'❖:❖:❖:•:S:❖:!:•i❖: J:• w ....w.. � � pppp.J..: :••�•. .•.• 'iO . O..OW . .000• �J�;ti_i•��••••• O••O i4'i•• J�••i•'i. i.•. • JJiii0•Jii• • •JJ • c: iiii•O.• • •.• • • • C Ji•'i � ema..�m�.emae_�e.m. � 4e•.._�d:!O.:d•.:::♦:J:_:`::�:!:!:!O%:eet � .cee_e❖e...e..Je •�:.e _•...•...._.ee.•sss.0 �:_d�:_:! e._._eA•p. CL HEADERr---------------------- -----------: — ----�. I I 12x10 P.T. LEDGER (TYP.) I I W ANCHOR BOLTS II CONTRACTOR TO OST I I W/ 2-%" DIA, I I III I @ 36" O.G. MIN, 7" II FIELD VERIFY UP I BOLTS @ 16" O.C.. I - EMBEDMENT W/ EXISTING FL. I I USE EPDXY AS I NEEIII I I IN WASHER (TYP) II " PLATE FRAMING I CONDCRDETE WALL j r III I �II I I 1 A III I I 8"x6"xl6° CMU ON IO" I THICK x t5' -q" I I P ST 1 III I CONCRETE WALL ON I I U �- - - - - _ -1 _ �. J....................................................................I , UP - II III I I CONTINUOUS 20"x10" i...............i...................:....................IY• .' 1'�::�:`a. - � .�'".: OST 1 CONCRETE FOOTING �( III ; 1 L�4ON --J --;-------� , NTER BEAM ALLY._ (3) 2x12 BEAM, I (3) 2x12 BEAMt DROPPED UNDER ABOVE POST FLUSH III I EXISTING FLOOR II UP III W/EXISTING j CSV I I JOISTS FLOOR JOISTS 1 III 1 . I II I 1_43�� 4 '-0" ' 7y4" 4 '-4" IBEAM r-- --� r-- — L 1 1 �] I I I PKT. I 4x POS1T - - - I — PgST J-1 — 1 I I UP I +�� I I FI' I I I I BEAM I I I / I DROP WALL FOR I I PKT. L — — — — — J I ` I L — — — — — J I I — — — — J BEAM I OST BI LCO TYPE "C" I 1 4x4 POST L L pKT I I UP BULKHEAD I -4° I I Gt 4 OL VERIFY REQ:'D I I (2) 2x12 BEAM „ I I LENGTH W/ DE I DROPPED UNDER A 5 3y2 CONC. I FILLED STEEL 1 I TO SLAB HTI I PROPOSED 2x10 LALLY COLUMN I I FLOOR JOISTS PROPOSED " " " B ON 36 x36 x12 I I ' POST I I BASEMENT FOOTING (TYP.) '- — — — ISP— — — °" 4" CONC. SLAB ON 10 M I L. VAPOR'j RETARDER I 1 I � "�:I ? I I 1 I (3) 2x10 HEADER I 1 I - III I 10" THICK x 7'-6" f I I I �t II CONCRETE WALL ON I III CONTINUOUS 20"x10" I L - _ _ _ _ _ _ - -, CONCRETE FOOTING T— Tfl I I - I• I I •� I �_ --/1 N OST ----------- e --------------------------------------------------- yUP 0 \? 4x---i-------------- ----- ------------- POST UP -�rA A A.4 A.4 01-311 -4 PROPOSED FOUNDATION PLAN FOUNDATION NOTES: KEY I. MAIN FOUNDATION WALLS TO BE 10" POURED 5. CONTRACTOR TO PROVIDE BASEMENT CONCRETE W/ 2@#5 BARS TOP t BOTTOM. REST VENTILATION AS REQUIRED BY CODE (WINDOWS FOUNDATION ON 10"x20" STRIP FOOTING. PROVIDE OR MECHANICAL) 3@#5 HORIZ. BARS CONTINUOUS IN STRIP PRIOR TO ORDERING WINDOWS. FOOTING W/ KEYWAY. PROVIDE #5 VERT. 6. CONTRACTOR SHALL ENSURE THAT ALL DOWELS @ 24" O.G. HORIZ. EXTENDED 3'-6" MIN. FOUNDATION WALLS MAINTAIN 4-0" MINIMUM ABOVE TOP OF FOOTING. PROVIDE %` ANCHOR COVER. BOLTS @ 36" O.C. MAX. MIN, 7" EMBEDMENT W/ DESIGNER. 3"x3"x%4' PLATE WASHER. 7. PROVIDE WEB STIFFENING PLATES AT ENDS PROPOSED POURED OF STEEL BEAMS, (TYP.) 2. STRUCTURAL STEEL COLUMNS TO BE 32" CONCRETE FILLED LALLY COLUMNS TO EXTEND B, SEE STRUCTURAL DRAWINGS FOR LOCATIONS TO FOOTING BELOW. PROVIDE 6"x6"x%" CAP OF ALL STRUCTURAL COLUMNS. PLATE * 7"xl2"A4' BASE PLATE W/ 2@%` DIA. q. CONRACTOR SHALL NOT SCALE DRAWINGS BOLTS/ WELD ALL CONNECTIONS. FOOTINGS TO BE 36"x36"x12" SQUARE CONCRETE W/ 3@#5 BARS FPOR DIMENSIONS. ANY MISSING, INCORRECT OR EACH WAY. SOME LOCATIONS ARE T5 4"x4"x.25" QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER BECOME THE COLUMN, W STANDARD BASE PLATE 8 2@%" DIA. RESPONSIBILITY OF THE CONTRACTOR. ANCHOR BOLTS TYP. REFER TO PLANS FOR © COPYRIGHT LOACTIONS. 10. INTENT OF DESIGN IS TO ALIGN NEW FIRST THESE PLANS ARE NOT TO BE REPRODUCED, FLOOR SPACES WITH EXISTING FIRST FLOOR. 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL CONTRACTOR SHALL ADJUST TOP OF PARTITIONS. FOUNDATION WALLS AS NECESSARY TO ENSURE DESIGN INTENT. 4. CONCRETE SLAB TO BE 4" POURED CONCRETE ON COMPACTED FILL. CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES. 11 WALL KEY BE 2X6 @ 16" O.C. UNLESS EXISTING WALLS 2. ALL INTERIOR WALLS SHALL C - - _ - _ ] EXIST'G WALLS TO BE 3. CONTRACTOR SHALL VERIFY REMOVED PRIOR TO ORDERING WINDOWS. PROPOSED FRAMED ALL DIMENSIONS PRIOR TO STUD WALLS 3 PROPOSED CMU ON 513 POURED CONCRETE FNDN DESIGNER. WALLS PROPOSED POURED CONCRETE FNDN WALLS a L MAI CH EXI57CT PROPOSED FIRST FLOOR PLAN :Jae xa .14aJiimAh 11,ep ibtna f G3G��ObGD .y 2' 2015 TH DEPT. GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2X4 @ 16" O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. REVISIONS ENG NOTES 4/9/15 NO. REVISION DATE © COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES •— BU I DESIGNER NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET * YARMOUTHPORT * MA 02675 (508) 362-2210 (508) 362-9802 NORTHSIDEDESIGN.COM northsidel@comcast.net STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAM P: PROJECT : EXISTING ROBERTS RESIDENCE 13 PARK CIRCLE YARMOUTH, MA. J TITLE FOUNDATION & IST FLOOR PLANS SCALE: 1/4"=V-0" 0 1 2 4 8 PROJECT #: SHEET: 14-36 Ael DATE: OF 04/01/15 5 CUT BACK EXISTING - 12 2ND FLOOR ROOF �19 TAILS AND LAY ON PROP PORCH ROOF ® 2x8 PORCH ROOF EXIST'G LIVING RAFTERS @ 16" O.C. RM. ROOF 2x8 PORCH CEILING FRAMING TO ALJ JOISTS @ 16" O.C. REMAIN 12 ALUMINUM GUTTER (TYP.) TW2036 3 Ix8 FASCIA TRIM (TYP.) EXISTING VARY SOFFIT DEPTH TO BEDRM #2 ALIGN FASCII THROUGHOUT PROPOSED T.O. PLATE \ (3) 2x10 � P.T.HEADER \ EXIST'G BUILDING TO BE PROPOSED CUSTOM SCREEN LIFTED TO POUR NEW SCREENED = PANELS W/ Ixl FULL FOUNDATION. EXISTING ALUMINUM FRAME CONTRACTOR TO LIVING RM. PORCH REINFORCE EXISTING FLOOR FRAMING AS 2x 10 PT PORCH FL. 7 ® NECESSARY 01JOISTS @ 16" O.0 EXISTING A .5 ENTRY ST'G FIN. IST FL. �— I 1 1 PROP. FIN. PORCH FL. � � T PROP FOUNDATION: 3 - � i (2) 2,12 P.T.NEADER, �� PROPOSED ' ' 0"--- I FLUSH 10 THICK CONCRETE 2x00 P.T. LEDGER I FNDN WALL ON BASEMENT A 5 W/ 2-5/s" DIA. 1 I 104) SONOTUBE W/ CONTINUOUS 20"x10" BOLTS @ 16" O.C..I BIGFOOT FOOTING CONCRETE FOOTING USE EPDXY AS I /--\ NEEDED IN (BF28) FOR COLUMN CONCRETE WAL SUPPORT ABOVE ====j (TYP.) PROPOSED SECTI N A - JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING 2. ALL INTERIOR WALLS SHALL COMMON NAILS BOX NAILS I I o I I 1 I I I ROOF FRA(" I I NG BLOCKING TO RAFTER (TOE NAILED) 2-8d 2-10d EACH END RIM BOARD TO RAFTER (END NAILED 2-16d 3-16d EACH END NALL FRAMING TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d 5-16d AT JOINTS STUD TO STUD (FACE NAILED) 2-16d 2-16d 24" O.C. HEADER TO HEADER (FACE NAILED) 16d 16d 24" O.C. ALONG EDGES FLOOR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-8d 4-I0d PER JOIST BLOCKING TO JOIST (TOE NAILED) 2-8d 2-I0d EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3-Sd 3-I0d PER JOIST BAND JOIST TO JOIST (END NAILED) 3-16d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) 2-16D 3-16d PER FOOT ROOF SHEATHING WOOD STRUCTURAL PANELS A.5 RAFTERS OR TRUSSES SPACED UP TO 16" O.G. ad IOd 6" EDGE/6" FIELD RAFTERS OR TRUSSES SPACED OVER 16" O.G. ad IOd 4" EDGE/6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG 8d 10d 6" EDGE/6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/ STRUCTURAL ad IOd 6" EDGE/6" FIELD OUTLOOKERS GABLE ENDWALL RAKE OR RAKE TRUSS w/ LOOKOUT BLOCKS Sd IOd 4" EDGE/4" FIELD CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD NALL SHEATHING WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24" O.C. ad IOd 6" EDGE/12" FIELD Y2' AND 25/32" FIBERBOARD PANELS ad - 3" EDGE/6" FIELD Y2" GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD FLOOR SHEATHING WOOD STRUCTURAL PANELS ad IOd 6" EDGE/I" FIELD I" OR LESS . Q a. GREATER THAN I" IOd 1(od 6" EDGE/6" FIELD i PROPOSED 4 PITCH AND CONNECTION 0 \ \' I \I \\ UNDER ROOFS<TYP.) 2. ALL INTERIOR WALLS SHALL BE 2X4 @ 16" O.C. UNLESS • ARCHITECTURAL GRADE I I o I I 1 I I I DBL TOP PLATE ASPHALT SHINGLES TO 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO ,MATCH EXISTING ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT • ICE AND WATER BARRIER THE ATTENTION OF THE DESIGNER. • %" CDX PLYWOOD • ;2x10 ROOF RAFTERS @ 16" a O.C. 2 � A.4 Ip A•5 I I I of I I 3 2x8 CLG. JOISTS @ 20 GA.) 16" O.C. 2x STUDS @ I6" O.C. PROPOSED EXTERIOR WALLS DATE I BTM PLATE COMMON LAW COPYRIGHT. — ..(JYR.) . —. — . —— CHANGED OR COPIED IN ANY FORM OR \I OBTAINING THE EXPRESS WRITTEN • 2x6@16" O.C. \ DESIGN ASSOCIATES I • INSULATION TO CODE •" CDX SHEATHING A.5 • Y2" GWB • VAPOR BARRIER • TYVEK HOUSEWRAP =4► JOIST OPOSED • SIDING (REF. ELEVATIONS) i (L MRBEDRM FLOOR JOISTS U l I A.S \�� oQ SILL PLATE ALIGN PROP PROPOSED FLOORrlD (TYP.) FLOOR W/ • FLOORING TO CLIENTS d a EXISTING SRECIIE-ICATfON-- . Q a. • 3/a" T*G PLYWOOD o SUBFLOOR GLUED AND ORNFR S SCALE: N.T.S. NAILED \ /2 2x12 PROP. 2x10 BEAM — pQ C• FL. JOISTS • 1NSULATION TO CODE @ 16" O.C. - PROPOSED lo" (THICK CONCRETE FNDN `9 BASEMENT UNDER PROPOSED WALL ON CONTINUOUS 20"x10" r (0 G CONCRETE FOOTING BLD A.5 141-011 PROPOSED 5/6" ANCHOR BOLTS @ 36" O. MIN. 7" EMBEDMENT w/3"x3"xl/4" PLATE WASHER PROPOSED SECT N B -B X A.X \--EXIST'G ROOF AND CEILING FRAMING REPLACE/EXIST'G REFACE EXIST'G 2x8 PORCH ROOF WINDOW W/ WINDOW W/ RAFTERS @ 16" O.C. AND RSEN ANDERSF;N DBL. AWNING #AR21 HUNG #TW2036 2x8 PORCH CEILING EXISTING �� JOISTS @ 16" O.C. BEDRM. NO. 2 12 ALUMINUM GUTTER (TYP.) EXIST'G 2ND. L. FRAMING,— / PROPOSED T.O. PLATE 8 EXISTING I PROPOSED A • 4 ENTRY SCREENED PORCH EXIST'G FIN. IST FL. j PROP. FIN. PORCH FL. BEAI2x 2 IST'G FLOOR\ L—FRAMI\ ' All ( ) • .r I I I PROPOSED BASEMENTi p UNDER EXIST'G A.5 BLDG I r i � 1 EXISTING A.5 AFTER SCALE: N.T.S. =TER @ 16" O.C. D @ EA. RAFTER TOP PLATE LATE CONNECTION 0 \ \' I \I \\ NOTED. 2. ALL INTERIOR WALLS SHALL BE 2X4 @ 16" O.C. UNLESS OTHERWISE NOTED. I I o I I 1 I I I DBL TOP PLATE PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO I I I I I o /\ I I ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. REVISIONS 2x STUDS @ 16" Q.C. I I I of I I 20 GA.) I I I I 2x STUDS @ I6" O.C. REVISION DATE I BTM PLATE COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR \I OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES I cl \ RIM JOIST )R UPLIFT STRAP FLOOR JOISTS \ o oQ SILL PLATE ° .. d q d a . Q a. o 1/2" CDX. SHEATHING_ SILL PLATE TO TOP PLATE 2 GA. ANCHORS TYP. SEE NAILING SCHEDULE ,. ; 4 5/6" ANCHOR BOLTS @ 36" O.G. MIN. 7" EMBEDMENT w/3"x3"xl/4" PLATE WASHER SSI LL TO PLATE CONNECT SCALE: N.T.S. \4 W/ S GENERAL NOTES li 1. ALL EXTERIOR WALLS SHALL ,or r1 BE 2X6 @ 16" O.C. UNLESS NOTED. 2. ALL INTERIOR WALLS SHALL BE 2X4 @ 16" O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. REVISIONS ENG NOTES 4/9/15 NO. REVISION DATE © COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES BUILDER: DESIGNER: ,. NORTHSIDE F DESIGN AS DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET * YARMOUTHPORT * MA 02675 (508) 362-2210 (508) 362-9802 NORTHSIDEDESIGN.COM northsidel@comcast.net STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: PROJECT : PROPOSED ROBERTS RESIDENCE 13 PARK CIRCLE YARMOUTH, MA. TITLE BUILDING SECTIONS SCALE: 1/4"=1'-0" 0 1 2 4 8 PROJECT #: SHEET: 14-36 As4 DATE: OF 04/01/15 5