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HomeMy WebLinkAboutBLD-18-2172ASPHALT ROOF SOFFITSHINGLES PVC FASCIA, FRIEZE, • MATCH EXISTING loll _ long �n= logo moll �mm�mn�mmimm�mn�i nr�nr��nr�m�r�rrr�nn� ooll11111 mm v .a. FRONT ELEVATION_ REAR ELEVATION_ 9 im In loll LEFT ELEVATION_ THE DESIGNER SHALL BE NOTIFIED IF ANY C ERRORS OR OMISSIONS ARE FOUND ON THESE PRIOR TO RT OFCOTUIT BAY DESIGN. LLCONSTRUCTION. THE BUILDING CONTRACTORN EW ADDITION FOR: WILL BE R THE 43 BREWSTER ROAD IN DRAWINGS IF CONSTRUCTION NT IN THESE DRAWINGS IF CONSTRUCTION MAS H P E E MA. 02049 COMMENCES WITHOUT NOTIFYING THE T R E IR E V DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE R RESIDENCE (508 2 74-1100 OF THE OWNER NOTED. ANY OTHER USE OF PH. 50� THESE DRAWINGS REQUIRES THE WRITTEN WAY YARMOUTHPORT MA ( ) 539-9402 ARCHITECTURAL OF GE FAX HT UNDER THE PROTECTION 20 DARTMOOR ACT OF 1990. 1/411 _ 1 1-011 DATE: 9/19/2017 A2 It ACCESS COVERS TO WITHIN 6" OF FIN. GRADE TOP FOUND. EL. 28.4' MINIMUM .751 OF COVER OVFR PRFrA4 5 Y 5 I EM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES M4RKED WITH MAGNETIC TAPE OR (NOT TO SCALE) COM?ARABLE MEANS FOR FUTURE LOCATION. ! r 1. DATUM IS APPROX. NGVD 1 2" PEASTONE OR GEOTEXTILE PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE 2• MUNICIPAL WATER IS EXISTING FILTER FABRIC OVER STONE PRECAST H-10 RISERS (TYP.) 4"OSCH40 PVC 2'0 26.049 PIPES LEVEL 1ST 2' 10" EXISTING 14"F. - 41. TEE SEPTIC TANK** TEE 4.6't*' 23.84' °o°o°o°o°o°o °°°00000o0°° GAS BAFFLE :. ° °^° 24.07' 23.90' ( 14-X SLOPE) WATER -TEST D'BOX FOR LEVELNESS 6" CRUSHED STONE OR MECHANICAL (1 SLOPE) COMPACTION. (15.221 [21) FOUNDATION EXIST.SEPTIC TANK 46' D' BOX 8' *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 1000 GALLONS AND ITS SUITABILITY FOR RE -USE. REPLACE PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE CONDITIONS IF NOT SUITABLE TEST HOLE LOGS ENGINEER: DANIEL A. OJALA, PE. PLS WITNESS: AMY VON HONE, RS DATE: MAY 11, 2011 PERC. RATE = < 2 MIN/INCH 26.5' 28.0' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 2% SLOPE REQUIRED 0 SYSTEM - ELEV. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST ELEV. UNITS TO BE AASHO H-10 ` 23.8' 0" 28.0' 5. PIPE JOINTS TO BE MADE WATERTIGHT. 00 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE C ° 0°° 0 0°0°0 0°0°0 °O°° ° 0000000000000 o0c o ° "° ° Oo °O°°°ouO 0 '°o 0 ° °° 000000 a o A WITH 310 CMR 15.000 (TITLE 5.) °°0°0o°°=° 0000C °°°°0°0°0°°°0 0o�010°°0°°0 0 0°0° 0 °°°°o° '°°�s° 4 17. THIS PLAN IS FOR PROPOSED WORK ONLY AND 4" PVC SET AT .005'/' SLOPE SL INOT TO BE USED FOR LOT UNE STAKING OR ANY ON 6" DOUBLE Y1" --.SHED 3/4" - 1 1/2" STONE OTHER PURPOSE. 1OYR 4/2 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 5.0.4' 4.74' 6" 9. COMPONENTS NOT TO BE BACKFILLED OR. A CONCEALED WITHOUT INSPECTION BY BOARD OF B HEALTI4 AND PERMISSION OBTAINED FROM BOARD SL OF HEALTH. ACHING USE ADJ. WATER AT EL. 18.2' ;ILITY10. CONTRACTOR SHALL BE RESPONSIBLE FOR BOTTOM M/CS LAYER TH 2 EL. 18.5' CALLING DIGSAFE (1-888-344--7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & LOCUS MAP OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. NOT TO SCALE 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE ASSESSORS MAP 141 PARCEL 42 PROPOSED LEACHING FACILITY. 22-67 12. EXISTING LEACHING FACILITY SHALL BE PUMPED GROUNDWATER ADJUSTMENT DATA: SYSTEM. NOTE: PORTION OF 8 LAYER MAY NEED REMOVAL AT LOWER ENGINEER TO INSPECT AND CERTIFY SOILS PRIOR TO INSTALLATION OF x 22 52 AND REMOVED OR PUMPED AND FILLED WITH CLEAN WELL: SDW 252 END OF SAS 50 SAND. ZONE: A CLASS ' SOILS ELEV. ELEV. " 23.8' 0" 28.0' A FILL SL 18" 1OYR 4/2 6" A B SL LS 31OYR 4/2 22" 34" 1OYR 6/8 25.2' B LS C1 48" 1OYR 6/8 19.8' M/CS PERC C 114" 2.5Y 7/4 18.5' 78" OBS. WATER 17.3' C2 M/CS Si LOAM 102" 2.5Y 7/4 15.3' 120" 2.5Y 6/4 18.0' NO GROUNDWATER ENCOUNTERED RESULTS OF AUGER HOLE TESTS #1 & #2 ENCH MARK - HYD. T� BOLT #707 ELEV. 26.9' / /24.56 / 25.47 54.74' ad] g -w e1.18.2' clay cloy 18.5' 16.3' PROFILE (NTS) 11-075 23,24' 3.04' 26 ___ 27 28 X 8.09 29 ADJUSTMENT: 0.9' (APRIL) VARIANCE REQUESTED UNDER 15.405 MAX. FEAS. COMPLIANCE: a0. / 3.60 1(b): SAS > 3' BUT LESS THAN 6' BELOW GRADE A2.69.85 7 7 Z�� SYSTEM DESIGN: \ 0� GARBAGE DISPOSER IS NOT ALLOWED K�L \ 23.43 22s HS/BUSHES gyp. LEACH FIELD DETAIL c 23-43 1 20, EXISTING 2 BEDROOM DWELLING �- DESIGN FLOW: 3 BEDROOMS 0 110 GPD 330 GPD 2- 2 2 a 7 x 24.1 2� i USE A 330 GPD DESIGN FLOW x 24.37 x 24. '"" SEPTIC TANK: 330 GPD (2) = 660 23.08 �Y _ __..�._...�..._ / x 23`t�i9 23.4` 5 USE EXISTING SEPTIC TANK** /x 23.30 126 LEACHING: O .�O 23.99 EXIST. S 71 X 26. N� SIDES: N/A 452 ^ 2 SEE NOTE 2) 27-02 Aavbnio* BOTTOM 23 x 20 (.74) = 340 GPD 24.11 .40 24.42I TOTAL -460 S.F. 340 GPD x 26.41 tiD N EROUS PINES, SML HOLLIES, LRG SPRUCE, THIS AREA / TH 2 2535 USE 4" PERF. PVC PIPE AND STONE LEACH FIELD L 7 50 DIMENSIONS: 23' x 20' x 0.5 DEEP F 27.03 EXISTING DWEWNG SEE DETAIL --�X .48 (D 04 TOP FNDN = 28.4' 26. © 7.31 2 .65 SAWCUT AND 99 PATCH PAVE. I 27.66 �. 27.58 G� .91 ,8. 7.91 I 1 SLAB �Q?4 n? LOT 43 21.250 t SF PROP. VENT WITH CHA.RCOAL FILTER x 32 42 AND BUGSCREEN (FINAL PLACEMENT BY CONTRACTOR WITH HOMEOWNER CONSULTATION) APPROVED I 0 LD F!,3 MA DATE BOARD OF HEALTH pp TITLE 5 SITE PLAN -� (liE� O E OF o EP 2 62017 SEP 2 5 2017 20 DARTMOOR WAY TOWNCLERK ' OLE) KIN'C-'S H'GHINAY YARMOUTH PORT RUTH YARMOUTH, TMA / Scale: 1"= 20' 1 0 10 20 30 40 50 FEET -7/0-/n DATE DANIEL A. OJALA, P.E., P.L.S. PREPARED FOR MIKE TAKACH REV. 7/12/11A (MOVE201SAS, ADD 'AH'S) off 508-362-4541 fax 508-362-9880 downcape.com dowo cape engineering, inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 IDICE #17-347 NOTES 1. DATUM IS NAVD88 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. ISTING SEPTIC LOCATION PER TIE—CARD ON FILE H TOWN. Scale: 1 "= 20' 0 10 20 30 40 50 FEET LOCUS MAP NOT TO SCALE ASSESSORS MAP 141 PARCEL 42 ZONING SUMMARY ZONING DISTRICT: R-40 DISTRICT MIN. LOT SIZE 40,000 S.F. MIN. LOT FRONTAGE 150' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 20' MIN. REAR SETBACK 20' - MAX. BUILDING COVERAGE 25% `VLk DATE DANIEL A. OJALA, P.E., P.L.S. MMOMW D OCT I T 2017 HEALTH DEPT. SITE PLAN OF #20 DARTMOOR WAY YARMOUTHPORT, MA PREPARED FOR STEVE COOK DATE: SEPTEMBER 21, 2017 off 508-362-4541 fax 508-362-9880 downcope.com down cajPe engineering, inc. civil engineers /and surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 11-075 TAKACH.dwg z e E 3'-11" A A3 ANDERSEN AR251 m CLOS. FIRST FLOOR PLAN LEGEND: EXISTING WALLS CONSTRUCTION TO BE REMOVED NEW CONSTRUCTION IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS CLIMATE ZONE 5 (USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 402.1.2 (MINIMUM PRESCRIPTIVE INSULATION & FENESTRATION REQUIREMENTS) FENESTRATION U -FACTOR SKYLIGHT CEILING U -FACTOR R -VALUE WOOD FRAMED WALL R -VALUE FLOOR R -VALUE BASEMENT WALL R -VALUE BASEMENT SLAB CRAWL SPACE WAL R -VALUE R -VALUE 0.30 MASS. AMMEND. 0.55 49 20 or 13 + 5 30 15/19 10 (4 FT. DEEP) 15/19 NOTES: 1. R -VALUES ARE MINIMUMS & U -FACTORS ARE MAXIMUMS. 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL 3. REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION & ENERGY REQUIREMENTS 4.13 + 5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR & R13 CAVITY INSULATION COTUIT BAY DESIGN 43 BREWSTER ROAD MAS H P E E , MA. 02649 PH. (508) 274-1166 FAX(508) 539-9402 TOWN OF YARMOUTH REVIEWED FOR BUILDING AND ZONING CODE COMPLI- ANCE. ERRORS OR 0MIAIS&ONS DO NOT RELIEVE THE APPLICANT FROM THE RESP ONSIBILI Y OF "AS BUILT" COMPLIANCE. DATE: P — i 7 .-17 UILDINO OF CIAL THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR OMISSIONS ARE FOUND ON LLCTHESE DRAWINGS PRIOR TO START OF CONSTRUCTION. THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED. ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. NOTES: 1.)I CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS & DIMENSIONS IN THE FIELD 2.)I CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS, DETAILS, & FINISHES IN THE FIELD WITH OWNER 3.)I' ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE 6-10" ABOVE SUBFLOOR 4.)' ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE, SEVENTH EDITION 6.)', 110 MPH EXPOSURE B WIND ZONE, 7.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/ BLOCKING AT EDGES, 3"EDGE/12" FIELD NAILING 8.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD 9.) SEE CERTIFIED PLOT PLAN DEVELOPED BY DOWN CAPE ENGINEERING FOR ALL PROPOSED & EXISTING DETAILS 10.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS 11.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS TO BE 3000 PSI 12.) VERIFY ALL PLUMBING & ELECTRICAL DETAILS W/ OWNERS ON THE SITE DURING FRAMING CONSTRUCTION NAILING SCHEDULE 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO. OF COMMON NAILS NO. OF BOX NAILS NAIL SPACING ROOF FRAMING: BLOCKING TO RAFTER (TOE NAILED) 2- 8d 2- 10d EACH END RIM BOARD TO RAFTER (END NAILED) 2- 16 d 3- 16d EACH END WALL FRAMING: TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d 5-16d AT JOINTS STUD TO STUD (FACE NAILED) 2- 16 d 2-16d 24" o.c. HEADEF� TO HEADER (FACE NAILED) 16d 16d 4-10d 16" o.c. ALONG EDGES FLOOR rRAMING: JOIST TC SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-8d BLOCKING TO JOISTS (TOE NAILED) 2-8d 2-1Od PER JOIST BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-16d 4-16d EACH END EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER (FACE NAILED) 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM (TOE NAILED) 3-8d 3-1Od PER JOIST BAND JOIST TO JOIST (END NAILED) 3-16d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE NAILEDO 2- 16 d 3- 16d PER FOOT ROOF SHEATHING: WOOD STRUCTURAL PANELS (PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16" o.c. 8d 10d 6" EDGE/6" FIELD RAFTERS OR TRUSSES SPACED OVER 16" o.c. 8d 10d 4" EDGE/4" FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6" EDGE/6" FIELD GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6" EDGE/6" FIELD W/ STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS W/ LOOKOUT BLOCKS 8d 10d 4" EDGE/4" FIELD CEILING SHEATHING: GYPSUM WALLBOARD 5d COOLERS — 7" EDGE/10" FIELD WALL SHEATHING: WOOD STRUCTURAL PANELS (PLYWOOD) STUDS SPACED UP TO 24" o.c. 8d 10d 3" EDGE/12" FIELD 1/2" & 25/32" FIBERBOARD PANELS 8d — 3" EDGE/6" FIELD 1/2" GYPSUM WALLBOARD 5d COOLERS ---- 7" EDGE/10" FIELD FLOOR SHEATHING: WOOD STRUCTURAL PANELS (PLYWOOD) 1" OR LESS THICKNESS 8d 10d 6" EDGE/12" FIELD GREATER THAN 1" THICKNESS 10d 16d 6" EDGE/6" FIELD NEW ADDITION FOR: TREIBER RESIDENCE 20 DARTMOOR WAY YARMOUTHPORT, 1 MA 121MOMED OCT 1121017 HEALTH DEPT. SCALE: 1/411 = 1'-011 DATE: 9/26/2017 DRAWING NO.: W f NEW PVC SHUTTERS TO MATCH EXISTING• TYP. W.C. SHINGLE SIDING ASPHALT ROOF FRONT ELEVATION 12 9 Room loom moll moll mill, moll P _u u � � � MINI iiii iin REAR ELEVATION- LEFT ELEVATION THE DESIGNER SHALL BE NOTIFIED IF ANY SCALE :DRAWING NO.: ERRORS OR OMISSIONS ARE FOUND ON FEEIRTIMM C OT U I T BAY DESIGN LLC THESE DRAWINGS PRIOR START N E Y Y,n/ ADDITION FOR: � CONSTRUCTION. THE BUILDIDI NG CONTT RACTOR 1/4 " - 1 1-011 43 BREWSTER ROAD IN THESEDRAWINLL BE SIFLE CO THRUCTIO NT (� (� IN THESE DRAWINGS IF CONSTRUCTION RRESIDENCEMASHPEE MA. 0264 COMMENCES WITHOUT NOTIFYINGTHETREIVER DESIGNER OF ANY ERRORS OR OMISSIONS. � THESE DRAWINGS ARE SOLELY FOR THE USE DATE: PH274-11 V 6 OF THE OWNER NOTED. ANY OTHER USE OF FA/\Y5O8 THESE DRAWINGS REQUIRES THE WRITTEN DARTMOOR WAY YARMOUTHPORT MA -9402 CONSENT OF THE DESIGNER UNDER THE 9/26/2017 ( ) 539 ARCHITECTURAL COPYRIGHT PROTECTION 2 O ACT OF 1990. NEW 8" CONCRETE FOUNDATION ol 9-0 WALLS W/ 8" x 18" CONCRETE FOOTINGS TO 4'0" BELOW A DRILL & PIN NEW FOUNDATION GRADE. INSTALL (2) #4 HORIZ. BARS AT TOP OF WALL A3 TO EXIST. FOUNDATION WALL ------ TOP &BOTTOM 7 v y I NEW BASEMENT o WINDOW CRAWLSPACE b ( REMOVE EXIST. WINDOW FOR I 2" CONC. SLAB W/ I ACCESS INTO NEW CRAWL - 6 MIL POLY UNDER I SPACE I 4 I — — NEW 2 x 10" @ 16" o.c. W/ MID -SPAN BLOCKING A A3 9'-0" L 14'-0" 2 x 10 FLOOR JOIST @ 16" o.c. EXIST. BASEMENT FOUNDATION PLAN 12'-0" ROOF FRAMING PLAN_ 0 r` 6-12" INSTALL 5/8" ANCHOR BOLTS AT 60" o.c. MAX. FROM END / W/ SIMPSON BPS 5/8-3 BEARING PLATES OF PLATE / PLACE BOLTS WITHIN 6"- 15" OF EACH CORNER AND TO A 8 " MINIMUM DEPTH --------- C ---- I �I I LU� i so" ac. U co u- O I I o I �I 1J 1 /< P.T. 2 x 6 SILL W/ SEALE Z ANCHOR BOLT SCALE: 1/2" = 1'-0" DETAIL L SOFFIT VENTS--+ FIRST FLOOR SUBFLOOR 0 v 2 x 8 RAF - WIND WA: BARRIER 3 STRAPPI !" GYPSUM TYP. 2 x 6 TYPICAL ASPHALT ROOF SHINGLES 5/8" CDX PLYWOOD SHEATHING 15# FELT PAPER USE SIMPSON H2.5A HURRICANE CLIPS AT ALL RAFTERS ENDS 3'0" WIDE ICE/WATER SHIELD ALUMINUM DRIP EDGE NEW PVC FASCIA, FRIEZE, & SOFFIT BOARDS TO MATCH EXISTING DETAIL AT WALL SCALE: 1/2" = 1'-0" RIDGE VENT —2 x 6's @ 16" o.c. 12 Q9 1/2" GYP. BOARD ON 1 x 3 STRAPPING @ 16" o.c. NEW BATH - 3/4" T & G PLYWOOD SUBF'LOOR- GLUED & NAILED 2x1O's @16"o.c. -R30 BATT INSULATION NEW CRAWLSPACE TYP. ROOF CONST, - 2 x 8 ROOF RAFTERS @ 16" o.c. - 5/8" CDX PLYWOOD ROOF SHEATHING - ASPHALT ROOF SHINGLES - 15LB. FELT PAPER - 11" BATT INSULATION @ FLAT CEILINGS (R=49) - 2 x 10 RIDGE BOARD - SIMPSON H 2.5A HURRICANE CLIPS AT ALL RAFTER ENDS - ICE/ WATER SHIELD AT BOTTOM 3'0- OF ROOF - PROP -A VENT BETWEEN RAFTERS WIND WASH BARRIERS TYP.WALL CONST. 1.2x6 STUDS @ 16" o.c. 2.1/2" PLYWOOD SHEATHING 3.6" (R=20) BATT INSULATION 4.1/2" GYPSUM BOARD 5. W.C. SHINGLE SIDING 6. TYVEK VAPOR BARRIER P.T. 2 x 6 SILL W/ SEALER NEW 8" CONCRETE FOUNDATION WALLS W/ 8" x 18" CONCRETE FOOTINGS TO 4'0" BELOW GRADE. INSTALL (2) #4 HORIZ. BARS AT TOP OF WALL '= 2" CONC. SLAB W/ 6 MIL POLY UNDER SECTION @ NEW BATH NOTES: 1.) ALL ROOF RAFTERS TO BE 2 x 8's UNLESS OTHERWISE NOTED 2.) USE SIMPSON H2.5A HURRICANE CLIPS AT ALL RAFTERS ENDS 3.) VERIFY GUTTER TYPE/LAYOUT W/ OWNERS THE DESIGNER SHALL BE NOTIFIED IF ANY ///��� /J ADDITION %�COTUIT BAY DESIGN, LLCTERRORSHESED AWINGS RIORT START ON A , �, /, / FOR: SVALE': " DRAWING NO.THESE DRAWINGS PRIOR TO START OF I \v, � \V( CONSTRUCTION. THE BUILDING CONTRACTOR 43 B REWSTE R ROAD WILL BE RESPONSIBLE FOR THE CONTENT 1/4 1 —0 (� IN THESE DRAWINGS IF CONSTRUCTION 1 RRESIDENCEMASHPEE MA. 02649 COMMENCES WITHOUT NOTIFYING THETRE1VER DESIGNER OF ANY ERRORS OR OMISSIONS. � THESE DRAWINGS ARE SOLELY FOR THE USE DATE P H . (508 274-11 66 THESE THE OWNER NOTED ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN FAX (50 ) 539-9402 CONSENT OF THE DESIGNER C THE 2 0 DARTMOOR WAY YARMOUTHPORT MA 9/26/2017 Aj ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. i