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HomeMy WebLinkAbout2022 Sign off Transmittal - Remodle Outside �t Yit TOWN OF YARMOUTH HEALTH DEPARTMENT • PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To he completed by Applicant: Building Site Location: /1 1/14 Ait"(� e r � , r. Prot osed Improvement: filo- X T/''� , %rz,S Applicant: 4S- ..4A-S/ /t/e/rz� Tel. No.: ¢/754- Address: /1 r f/!?t a. S mit- 02./2 S` Date Filed: 3 -g”? **If you would like e-mail notification of sign off please provide e-mail address: Owner Name: p el e,r 42- • Owner Address: ala 4161441X. pet t -. 01- 4Z/o5 Owner Tel. No.:Gt 7 5I3-4630 RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Please submit three (3) copies of plans, to include: (1.) Site Plan showing existing buildings, water line location, and septic system location; n,-2,17,1a7CD (2.) Floor plan labeling ALL rooms within building MAR n 3 2.022 (all existing and proposed) — Note: Floor plans not required for decks, sheds, windows, roofing; HEALTH DEPT. (3.) If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY: 5-r&S;' t S DATE: 3// S Zz PLEASE NOTE COMMENTS/CONDITIONS: A1C / S37 01-2G `-/ 6 2—7 S STf . I i L LOCUS INFORMATION 6' x 6' 5' OG 8 CURRENT OWNER: PETER S. LE 61 x b' TITLE REFERENCE: DEED BOOK 33476, PAGE 111 VACCINIUM ANGUSTIFOLIUM PLAN REFERENCE: PLAN BOOK 79, PAGE 101 x 2' 3' ASSESSORS MAP: 110 KALMIA ANGUSTIFOLIA SHEEP LAUREL PARCEL: 33 3' w ZONING DISTRICT: R-40 BLUE HUCKLEBERRY 1.5' ' SETBACKS: FRONT 30' 12 SIDE 20' Mo REAR 20' ,. MINIMUM LOT SIZE: 40,000 S.F. EXISTING UPLAND LOT AREA: 10,076± S.F. \ EXISTING WETLAND LOT AREA: 5,549± S.F. QUINCY, MA 02169 peterle©comcost.net EXISTING TOTAL LOT AREA: 15,625± S.F. W. Yarmouth, Massachusetts .00 0. EXISTING BUILDING COVERAGE: 1,632± S.F. / 10,076± S.F. (16.2%) \V7�61 PROPOSED BUILDING COVERAGE: 1,866± S.F. / 10,076± S.F. (18.5% UPLAND) T JOB. NO: 5-0468.00 NITROGEN SENSITIVE ZONE: ZONE II \py�0 FEMA FLOOD "X" ZONE DISTRICT: BUILDING WITHIN i NJF OVERLAY DISTRICT: APD / OKH REGINA E. BURKINSHAW, \ TRUSTEE ! #44 MAYFLOWER TERRACE \ ASSESSORS MAP 110 PARCEL 32 1 ! � i 1 t i 1 PROPOSED 12'x 45' FIRST ! FLOOR DECK WITH 4' BALCONY i OVERHEAD i i i S i i 1 i LOT 64 �0 WOOD RETAINING Op WALL Op 1 / ➢o! D cocli >m! Z A 1, \ 0 i UTILITY ti HYDRANT POLE \ "0\ 2 �9. ly�o mac,• C0 u'Sry GPS aG �O G,y O y NOTES: THIS PLAN IS BASED ON NAVD-1988 DATUM. A WATER LOGGER / TIDE GAGE WAS SET UP AT THE SITE AND MLW k } WAS RECORDED AS -1.0 OVER A TWO WEEK CYCLE. ASA \\ i RESULT( -3 MLW) BEING DEPICTED ON THIS PLAN AS -4. MHW WAS LOGGED AS ELEVATION +1.5. \ i THE SEPTIC SYSTEM LOCATION IS APPROXIMATE AND IS \ \ BASED ON A 2020 SEPTIC INSPECTION REPORT ON FILE AT \ \ THE YARMOUTH BOARD OF HEALTH. RECORD WATER SERVICE LOCATION AND WATER METER ON \ 1 BUILDING DO NOT LINE UP. CONTRACTOR TO CONFIRM / \ \ G) LOCATION PRIOR TO CONSTRUCTION. N rs 0 n0�p.\. \ 1 �- nw,�WG 9 \ i IRON } it EXISTING SHED TO p 1 ! PIPE \ BE REBUILD IN THE \ I FOUND SAME SIZE AND LOCATION W (8'x15) \ \t , j oul U) co ! 1' l l �"1 31.9 1 �' } 01 9 ' 03 ao m SHED 1 \ l I \ ! �\ i I 4 �' r 1 i0 II i 2 I I ---4-STONE iYALL !i !1 i \ AT EDGE- OF WATER TG: BE t i f MAINTAINELti. i ' f r !1 � \ l' r � i I. 1 `"'per '• �\ .O i \ EXISTING j o ! r pP^'`i 15,625±S.F TOTAL \ i 4 BEDROOM i FIRST ! 01 r) 1 DWELLING 11 FLOOR I ml 5 \ j FFF=22.8 j EVATED o !D 1 69.5' i ! ECK. m KOUT m ABUTTERS PIER x -5.6 x -5.8 x -5.4 x -4.5 / l f DINARS / POND x -5.4 x -5.7 x -5.9 x -6.0 ! x -5.7 (-5.0 MLW) (-4.7 MLW) x -4.0 x x -5.6 X -5.6 (-4.6 MLW) t x -5.7 1 x -5.3 I(-4.3 MLW) l I \P_5 P°NO pNS I x -5.6 s GEN��R .NPRO `x -5.1 N x -4.2 S\O PIER, RAMP AND FLOAT INTERIM LI�ENSE #8826 RECORDED BOOK 13887, PAGE 316. FLOATS, PILINGS AND ANY WOOD ASSOCIATED WITH x -5.8 PIER TO BE REMOVED UPON PERMITTING ANO c;ONSTRUCTIONF A NEW PIER, RAMP & �LOAT 4 i U, DER 16. t \ \ e ! QD 1 DISTURBED AREA TO BE REPLANTED GARDEN BUFFER DISTURBANCE A/C �C v v t. v iv N 0-35': 515 S.F. OF ADDITIONAL DECK AREA LA MITIGATION REQUIRED: 515 01:1 MITIGATION = 515 S.F. MITIGATION AREA: 600± S.F. PROVIDED Xx t� vv A <G ' BITUMINOUS�\ DRIVEWAY \ t 0`0 �tl A ro i \ N/F ` \ SHERYL LOCKE 1.v #36 MAYFLOWER I ERRACE ASSESSORS MAF 110 PARCEL 3 0000. LOT 66 O � �0y0 S I v'3,s 1, ROAD ANGLE BOUND S FOUND & 0o HELD CrI C,.ITICl/ AIAMC rnMannu NAT. HxW x -5.8 x -6.0 x -6.0 x -6.1 I o s NZI SPACING O/C # OF PLANTS ILEX GLABRA INKBERRY 6' x 6' 5' OG 8 CLETHRA ALNIFOLIA 5WEET PEPPERBU514 61 x b' 4' OC b VACCINIUM ANGUSTIFOLIUM LOWBUSH BLUEBERRY 2' x 2' 3' OG 14 KALMIA ANGUSTIFOLIA SHEEP LAUREL 2' x 2' 3' OG 12 GAYLU55ACIA FROND05A BLUE HUCKLEBERRY 1.5' x 3' 3' OC 12 Locus GREAT WESTERN RD. S�Gti�Z F� QY IC 41 s �� EXIT 841 LOCUS *MAP NOT TO SCALE I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. KIERAN J. HEALY DATE PROFESSIONAL LAND SURVEYOR PLAN OF LAND 40 MAYFLOWER TERRACE IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) PROPOSED DECK AUGUST 30, 2021 NO. DATE DESC. 1 10/8/21 ADDITIONAL MITIGATION PREPARED FOR: PETER & KIM LE 212 MARINA DRIVE QUINCY, MA 02169 peterle©comcost.net 000001 12%5SC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 ©. 2021 BSC Group, Inc. SCALE: ill = 10' 0 5 10 20 F¢r FILE: ... Projects-YAR\50468-HYDRO-lAwg DWG. NO: 6685-01 SHEET 1 OF 1 JOB. NO: 5-0468.00 1d3a H.LTd3H TimberStrand LSL RIM BOARD For information on lateral load capacities refer to current TimberStrand LSL rim board literature 13/4" ticrollam LVL may also be used as rim board TYPICAL DETAIL 0 EXTERIOR WALLS Backer block: Install tight to top flange (tight to bottom flan.4e withface mount hangers). Attach with 10-10d (3') box nails, clinched when possible. Filler block: Nail with 10-10d (311) box nails, clinched when possible. Use 10-16d (3 1./2") box nails from each side with TJI Pro 550 joists. With top flange hangers, backer block required only when hanger load exceeds 250 pounds TYPICAL DETAIL 0 INTERSECTION OF DOUBLE MEMBERS Microllam LVL, Parallam PSL LI LSL flange ger :e mount Iger Web stiffeners are required if the sides of the hanger do not laterally support the TJI joist top flange and per current Trus Joist MacMillan literature TYPICAL DETAIL OF FLUSH FRAME AT MICROLLAM Load bearing or shear wall above (must stack over wall below) A� Blocking panel Web stiffeners required each side at B1 W TYPICAL DETAIL ® LOAD BEARING WALLS TYPICAL LVL/GLULAM BOLTING/NAILING MULTI 1 3/4" BEAMS 2' 2 PIECES D-4" 2 ROWS OF 16D NAILS 0 12" O.C. ---- 2` 3 PIECES 4" 2 ROWS OF 1/2" DIAM BOLTS 0 12" O.C. A B 3 A.3 0 4'-6" 6`-6 1,/2" 1 6'-6 1/2" 6'-6 1 2" 6'-6 1 _2" 6'-6 1 2'° _ 6'-6 1/2 0j 11011 -------------- _-- --- 6'-0" y 3'-8" 7-6" 12"D SONO TUBE W/ ' 28'' BIGFOOT FOOTING, TYP 3 NEW DECK FRAMING 2X10 PT ® 12" O.C. —fl; PROVIDE ZX10 PT LEDGER FASTENED TO HOUSE W/ 2 ROWS OF 5/8" THRU BOLTS ® 16" O.C. 00 NEW EGRESS METAL FRAMING HANGERS �t AREAWAY 4X4X(25 TS COL 4X4X.25 TS COL 4X4X.25 TS 'COL �4XX_9�5�TS COL 3C�1 3/4"X11 7/8" LVL 4X4. 5 TS CO HEAUDER OVER DOOR GAS 1/4 METER — + CUT BACK EXI f1NG CMU WALL IUD RELOCATE EXISTING m % 7 SEPTIC LINE A.5 A.5 PAD TOP OF BEAM, IO - UP TO UNDERSIDE A.4 r---- ---,: ' �* --- ---- OF EXISITNG GIRT 4X.25 TS COL 4X4X: T COL i' I NEW W8X3 OR WlOX30 DROPPEq BEAM `�� i 4X4X.25 TS COL I SPL CE I SPLI E i r4X�4.25 TS COL%3'RELOCATE HVAC—P� - VENTS ELECT. METER _ 16'-91/2'+/- PA' N; RELOCATE EXISTING ABOVE. - SEPTIC LINE 'MINE ____, ____ TION _ POUR NEW CONCRETE FLOOR OVER EXISTING TO WHATEVER THICKNESS COVERS EXISTING. -- - ADJUST STAIR RISERS _ RELOCATE WATER METER RELOCATE ELECTRICAL PANEL =J 4X4X.25 TS COL FOUNDATION PLAN ALL NEW PERIMETER INTERIOR WALL SHALL BE LOCATED 1" AWAY FROM CLOSEST CONCRETE WALL. ALLOW FOR JOGS IN WALLS PROVIDE 3" OF CLOSED CELL SPRAY FOAM INSULATION AROUND ALL PERIMETER WALLS ADJUST ALL DIMENSIONS AS NECESSARY. — Y6'-O" COMPLETLEY WRAP ALL BEAMS PENETRATING EXTERIOR WALL W/ I & W BARRIER. BOOT ON TO EXTERIOR WALL 6'-0" 6'-0"6'-0" 6'-0" 6 2®2X8 PT 1 � 2®2X8 PT NEW 2X8 PT @ 12" O.0 BALCONY FRAMING— r 4X X.2 5 TS COL HA GE R ING IRE TIO 14 THIS AREk ARETO ALLOW FOR AN LE RED DECK FR MIN 0 EXI TIN X 0 @ 16" O.0 > EJ W m DO o _ 00 ro 1n M M X X ®0, 4 4 P ST •1 3/4'X9 /4" LVLLd z 2® C H ER r 2@2XID 2@2X1HE ADE MEN oil 111111111 1 Wis. I 11111 SECOND FLOOR FRAMING A FRAMING PLANS ARE CONCEPTUAL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT FINAL STRUCTURAL DESIGN AND CONSTRUCTION ADDRESS ALL A• LOADS AND IS IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE. ANY DESCREPANCIES IN AND/OR DEVIATIONS FROM THESE DOCS. NOT BROUGHT TO .THE ATTENTION OF THE ARCHITECT, BECOME THE SOLE RESPONSIBILITY OF THE CONTRACTOR. COL 00 00 X X 2@16 AA V' 9 1 /4j' L d 19'-7 1 /4" BEDROOM ' ---------------------------------------- 2668 0 zsss J A ■ ■'M E ANEW 2X6 WALL TV ROOM UTILITY/ STORAGE - < 2X6 WALL --- - --- - ---- --- REMOVE WALL - r ysosa _ BATH y AUNDRY----- - ALJ M ® - CLOSET-- NEW SUPPORT COLUMN. UNDER- WRAP W/ 1X TRIM EJECTOR PUMP? -_I I 1 8'-9 1/4" 1 6'-O" BASEMENT PLAN Yarmouth Health Department APPROVED Name bafe REMOVE EXISTING INTERIOR CONCRETE WALL DIG OUT FILL AND POUR NEW SLAB TO MATCH EXISTING. ALL NEW PERIMETER INTERIORWALL -SHALL BE LOCATED 1" AWAY FROM CLOSEST CONCRETE WALL. ALLOW FOR JOGS IN WALLS ADJUST ALL DIMENSIONS AS NECESSARY. NEW CABLE RAIL SYSTEM, TYP.. IV FINE u E %'i - nNl -- -- ---. A7EK COASTLINE Fr IN G --- - -- - 3 N -- -- - - W6h25 OVER EACH SLIDER. - W5X25-OVER EACH SLIDER. PROVIDE 4X4X.25 TS COLUMN PROVIDE. 4v4v TQCOLUMN ..COLl -- .. ... 2cr .. .. ,.,,. AT CAhLI END. BEAD TQ T1P'CAL AT EACH END. BEAR T^v TYPICAL --- 11'-7 3 BASE PLATE ON FUN.SEE DETAIL RASE P1 _ATE ON FDN SEF DFTAII PACKWEBSW/ SJ-LIID - PACK WEBS 1N/ SOLID X4X.2 TS COL - 4X4X.25 TS COL 2X BI OCKING, TYP 2X_ BLOCKING, TYP- . I 4X4X.L5 IS COL W6X25 OVER EACH SLIDER. 4X4X.25 TS CCL 4X4X.25 TS COL PROVIDE 4X4X.25 _BE TS COLUMN AT EACH. FNp,__$FAR TO TYPICAL BASE PLATE ON EDN. SEE DETAIL PACK WEBS W/ SOLID 2X BLOCKING TYP. p� W�` SHELVES PAD WALL OUT TO BURY I� , HEADER, TYP. .5068 EXISTING IREMODEL LIVING LINEN LAYOUT AREA NEW 2668 D o MASTER BEDROOM 266a - -2668_ II DN ----------- BENCH - -, BENCH GLASS MASTER ENCLOSURE MASTER 01 CLOSET BATH SHOWER REMOVE WALLS EX. EXISTING NEW FOYER DINING KITCHEN i i I FIRST FLOOR PLAN WA arch Fts qe, uJe-�6ee_5'9 architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 760 - 2800 fax (508) 760 - 5800 WW W.ERTARCHITECTS.COM THE LE RESIDENCE 40 MAYFLOWER TERRACE SOUTH YAR MOAU TH, PROJECT # 410920 c 2020 ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTIITZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED .WITH AN ORIGINAL ARCHITECT'S STAMP AND SIGNATURE & MARKED AS "PERMIT SET' OR "CONSTRUCTION SEP'. REGISTRATION REVISIONS DATE: REVISIONS: ISSUED FOR: DATE: (t ( 61:) PROJECT TRUE SCALE: 1/4"=1'-0" 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET N0. A.O TOTAL NUMBER OF SHEETS IN SET: V THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS T-----+-^^-+ I SL RIM BOARD For information on lateral load capacities refer to current TimberStrand LSL rim board literature 13/4" Wicrollom LVL may also be used as rim board TYPICAL DETAIL 0 EXTERIOR WALLS Backer block: Install tight to top flange (tight to bottom flange with face mount hangers). Attach with 10-1.0d (3") box nails, clinched when possible. Filler block: Nail with 10-10d (3"). box nails, clinched when possible. Use 10-16d (3 1/2") box nails from each side with TJI Pro 550 joists. * With top flange hangers, backer block required only when hanger load exceeds 250 pounds TYPICAL DETAIL 0 INTERSECTION OF DOUBLE MEMBERS Microllam LVL, Parallom PSL D flange nger ce mount nger Web stiffeners are required if the sides of the hanger do not laterally support the. TJI joist top flange and per current Trus Joist MacMillan Literature TYPICAL DETAIL OF FLUSH FRAME AT MICROLLAM Load bearing or shear wall above (must stack over wall below) <ing panel Web stitteners required each side at 81W TYPICAL DETAIL ® LOAD BEARING WALLS TYPICAL LVL/GLULAM BOLTING/NAILING MULTI 1 3/4 BEAMS 2 PIECES 12' -4" 2 ROWS OF 16D NAILS 0 12" O.C. __ - 3 PIECES 4" 2 ROWS OF 1/2" DIAM BOLTS 0 12" O.C. JO 0 OOz �W X� O 0 MD ®W nS ALL RAFTERS SHALL BE 2X10 ® 16" O.C. UNLESS NOTED OTHERWISE NOTE: FRAMING PLANS ARE CONCEPTUAL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT FINAL STRUCTURAL DESIGN AND CONSTRUCTION ADDRESS ALL LOADS AND IS IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE. ANY IN DOCS. NOT THE ATTENTIONNCIES OF THE ARCHITECT, BECOME THE S EOR DEVIATIONS FROME SE RESPONSIBILIITYBROUGOFF THE TO CONTRACTOR. DEMOLITION NOTES: 1. CONTRACTOR SHALL VISIT THE SITE TO VERIFY AND BE FULLY AWARE OF EXISTING CONDITIONS PRIOR TO START OF WORK. CONTRACTOR SHALL IDENTIFY ALL EXISTING ITEMS OF WORK SCHEDULED TO REMAIN OR SALVAGED FOR REUSES. 2. ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE W/ STATE & LOCAL REGULATIONS. CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED DEMOLITION PERMITS. 3. COORDINATE ALL DEMOLITION OPERATIONS W/ OWNER FOR SHUTDOWN PERIODS & SEQUENCES OF WORK. ARRANGE W/ OWNER &/OR APPROPRIATE UTILITIES FOR SERVICE SHUTOFFS BEFORE BEGINNING DEMOLITION OPERATIONS. PROVIDE TEMPORARY DUST PARTITIONS, BARRICADES, AND PROTECTIVE ENCLOSURES TO PROPERLY SECURE, ISOLATE, AND WATERPROOF AREAS OF WORK AND EXISTING AREAS AND ELEMENTS TO REMAIN. THE CONTRACTOR SHALL PERFORM THE WORK OF THIS CONTRACT IN A MANNER THAT CAUSES NO DISRUPTION TO THE CONTINUOUS OCCUPATION, WHEN AND WHERE APPLICABLE, OF THE BUILDING & SITE FOR THEIR INTENDED PURPOSE. 4. REMOVE ALL DEMOLISHED MATERIALS IN ACCORDANCE WITH LOCAL REGULATIONS. 5. IT IS NOT THE INTENT PLUMBING, ELECTRICAL, TAND OITHEREWORK RY EREMOVEDCE OR ITEM TO BE DEMOLITION WORK. RELATED TO A WALL,SCHEDULED OTHER AREA HEDULED FOR DEMOLITION AND REMOVAL, SHALL BE PERFORMED WHETHER NOTED OR NOT. 6. THE EXTENT OF ALL SPECIFIC DEMOLITION WORK SHALL BE COORDINATED W/ THE CONTRACT DOCUMENTS. 7. CONTRACTOR SHALL PATCH/REPAIR/REFINISH, AS REQUIRED, ALL SURFACES EXPOSED BY DEMOLITION WORK WITH MATERIALS & METHODS TO MATCH FINISH AND MAKE FLUSH W/ EXISTING ADJACENT SURFACES. WORK SHALL INCLUDE ALL LABOR & MATERIALS ON ALL SURFACES REQUIRED TO RENDER SUBSTRATES ACCEPTABLE TO RECEIVE NEW FINISHES SPECIFIED IN ACCORDANCE W/ MANUFACTURER'S SPECIFICATIONS. 8. CAP & REMOVE ALL ABANDONED ELECTRICAL, PLUMBING, MECHANICAL, AND FIRE PROTECTION ITEMS BACK TO SOURCE. 9. WHERE EXISTING FINISHES ARE INDICATED TO REMAIN AS BASE MATERIAL SURFACES FOR INSTALLATION OF NEW FINISH, REMOVE ALL PROJECTIONS AND VOIDS AND SECURE OR REMOVE AND REPLACE ANY EXISTING LOOSE OR OTHERWISE UNSUITABLE SUBSTRATE MATERIAL. TYPICAL NOTES: 1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE VERIFICATION OF THE CONDITION OF ANY EXISTING STRUCTURE, EQUIPMENT OR APPLIANCE AS PART OF BASIC SERVICES UNLESS IT IS PART OF ARCHITECT'S SCOPE STATED IN THE AGREEMENT AND VERIFICATION IS MADE ONLY BY VISUAL OBSERVATION. IF THE ARCHITECT'S DOCUMENTS REQUIRE CHANCES DUE TO CONDITIONS NOT VISUALLY OBSERVABLE AT THE TIME OF PREPARATION OF THESE DOCUMENTS, THE SERVICES WILL BE ADDITIONAL SERVICES. 2. STRUCTURALENGINEEROR ARCHITECT SHALL PERFORM FRAMING INSPECTION WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR WALL PLASTER BOARD/FINISH. 3. CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE NECESSARY TO INSURE SUCH PROTECTION. 4. CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY ARCHITECT OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED. 5. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ SHORING ETC. TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL INTEGRITY OF EXISTING HOUSE. 6. DRAWINGS CONVEY DESIGN INTENT. CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING VS. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS AS NECESSARY, W/ ARCHITECT'S APPROVAL, TO ENSURE COMPLIANCE WITH DESIGN INTENT. 7. DASHED LINES INDICATED EXISTING CONDITIONS TO BE REMOVED /ALTERED, 8, THE CONTRACTOR IS RESPONSIBLE FOR THE PERFORMANCE OF THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SHALL BE EXCLUSIVELY RESPONSIBLE FOR ITS CONSTRUCTION MEANS, METHODS, SEQUENCES, WARRANTIES, AND PROCEDURES, AND FOR CONSTRUCTION SAFETY. IMS -I0 -0 Ooz Lu X> d ®W n2 SECOND FLOOR PLAN TYPICAL NOTES: ALL EXISTING DIMENSIONS ARE APPROXIMATE WHILE NO "AS—BUILT' DOCUMENTATION CAN BE COMPLETELY ACCURATE, THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH ALL ACCEPTABLE PROFESSIONAL STANDARDS OF CARE. NO STRUCTURE OR STRUCTURAL SUPPORTS WERE OBSERVED OR RECORDED IN THESE DRAWINGS W i Yarmouth Health Department APPROVED 57F:g fes— Is 3 �LIL Name Date r 12:12 3.5: 12 3.5:12 3.5:12 12:12 12:12 12:12 1 ROOF PLAN COMPLETELY COVER ENTIRE ROOF W/ ONE LAYER OF GRACE ICE AND WATER BARRIER UNDER ROOFING. 12:12 12:12 0 12:12 /N 12:12 12:121 12:12 110 0 3 2022 HEgt TH DEPT: archi afe,,od architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 760 - 2800 fax (508) 760 - 5800 WWW.ERTARCHITECTS.COM THE LE RESIDENCE MTERRACER SOUTH YAR MOAU TH, IPROJECT # 410920 12020 ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON. FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN '.., PERMISSION OF THE FIRM ERT ARCHITECTS, INC. THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED. .WITH AN ORIGINAL ARCHITECT'S STAMP AND SIGNATURE & MARKED AS "PERMIT SEP' OR "CONSTRUCTION SET'. REGISTRATION REVISIONS DATE: REVISIONS: ISSUED FOR: DATE: b f) PROJECT TRUE SCALE: 1/4"=1'-0 0 1 2 4 8.. UNLESS OTHERWISE NOTED. SHEET NO. A.1 TOTAL NUMBER OF SHEETS IN SET: 8 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS EXISTING FOUNDATION PLAN TYPICAL NOTES: ALL EXISTING DIMENSIONS ARE APPROXIMATE WHILE NO "AS—BUILT" DOCUMENTATION CAN BE COMPLETELY ACCURATE, THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH ALL ACCEPTABLE PROFESSIONAL STANDARDS OF CARE. NO STRUCTURE OR STRUCTURAL SUPPORTS WERE OBSERVED OR RECORDED IN THESE DRAWINGS EXISTING EXISTING FIRST FLOOR SECOND PLAN FLOOR PLAN �iYt qe wo6fn architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508)760 - 2800 fax (508) 760 - 5800 WWW.ERTARCHITECTS.COM THE LE RESIDENCE 40 '"'TERRACER SOUTH YARM A TH, PROJECT # 410920 0c2020 ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM. OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECT'S STAMP AND SIGNATURE & MARKED AS "PERMIT SET' OR "CONSTRUCTION SET'. REGISTRATION REVISIONS DATE: REVISIONS: ISSUED FOR: DATE: PROJECT TRUE SCALE: 1/4"=1'-0" 0 1 2 4 8 UNLESS OTHERWISE NOTED. TOTAL NUMBER OF SHEETS IN SET: THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS SHEET N0. Ex*1 TOTAL NUMBER OF SHEETS IN SET: THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS