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HomeMy WebLinkAboutBLD-19-6008corvc BD NL ��-/ EL V 4 4AVEL/ DIRTPRC' �RINNO GAF V \ ADC LIT 42.R' L Ci ~i l �23� T ` J r,7 ST I. —'( DCC #1Z 12;2 PA\, -D DRIVE IMIU A 71 LOT 3 23,473 SF EXISTING DWELLING TOE = 25.0 NOTES I. UANM IS NAVE) 88 2. MUNICIPAL WATER IS EXISTING 3. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT USE STAKING OR ANY OFFER PURPOSE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING SCRAPE (1-898-344-7233) AND CONFIRM THE LOCATION OF ALL UNDERGROUND h OVERHEAD UTLITIES PRIOR TO COMMENCEMENT OF WORK 5. EXISTING SEPTIC LOCATION SHOWN PER ASDUILT CARD ON FILE AT THE HEALTH DEPARTMENT. LOT SIZE 25,000 S.F. JD LOT FRONTAGE I I - rail 30' MIN. SIDE SETBACK C, 1 1 )NIOUR REAR SETBACK wJI EDV. BUILDING COVERAGE i 5: CONIDUR L ] .v SFOs R- ILocus ROUND Z 'LT: '.LE IL 4 LL _ ENT INo w.. a w x owmw corvc BD NL ��-/ EL V 4 4AVEL/ DIRTPRC' �RINNO GAF V \ ADC LIT 42.R' L Ci ~i l �23� T ` J r,7 ST I. —'( DCC #1Z 12;2 PA\, -D DRIVE IMIU A 71 LOT 3 23,473 SF EXISTING DWELLING TOE = 25.0 NOTES I. UANM IS NAVE) 88 2. MUNICIPAL WATER IS EXISTING 3. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT USE STAKING OR ANY OFFER PURPOSE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING SCRAPE (1-898-344-7233) AND CONFIRM THE LOCATION OF ALL UNDERGROUND h OVERHEAD UTLITIES PRIOR TO COMMENCEMENT OF WORK 5. EXISTING SEPTIC LOCATION SHOWN PER ASDUILT CARD ON FILE AT THE HEALTH DEPARTMENT. LOCUS MAP NOT TO SCALE ASSESSORS MAP 39 PARCEL 35 ZONING SUMMARY ZONING DISTRICT: R-25 RESIDENTIAL DISTRICT MIN. LOT SIZE 25,000 S.F. Kd - LOT FRONTAGE 4 - � 341SEE 1 B 30' MIN. SIDE SETBACK 15' MIN. REAR SETBACK 20' F BUILDING COVERAGE 25% PROPOSED BUILDING COVERAGE 3 xl ILocus LOCUS MAP NOT TO SCALE ASSESSORS MAP 39 PARCEL 35 ZONING SUMMARY ZONING DISTRICT: R-25 RESIDENTIAL DISTRICT MIN. LOT SIZE 25,000 S.F. MIN. LOT FRONTAGE 150' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 15' MIN. REAR SETBACK 20' MAX. BUILDING COVERAGE 25% PROPOSED BUILDING COVERAGE 9.2% RECENED PLEYON APR 092019 HEALTH DEPT. SITE PLAIN FOR 72 HIGGINS CROWELL ROAD l� D IPL d D oLnLWEST YARMOUTH, MA In ora 7 t 1J ['� r n'1980 S Ae63 oz FS PREPARED R �� D JACK LYONS 7392 \i\h / y •WH DATE: FEBRUARY 15, 2019 t 3' �1 TA �NZ, Nr1 24 H 508 382 541 8 P P lox 508 382 9880 8omPOPe pom l F)`_ down Cape e#71keering,Ik t^ v civil Engineers Z -1 i -t2. _.�� /and surveyors DATE DANIEL A. STAUB, P.E., P.LS. 939 Main Street ( Rea 6A) YARMOUTEPPORT AREA 02675 _ ® F ® ® T � _ TCLYN REV' EEDFOR Box .. ___.. ANCE. ERRONOFI -- __ APOCCANT FRO" TF COMPLIANCE. LUTE S -I 3 -r _ vv �nr�cw IC1C Mav4� - ff -- I ® ® ® ® ® or yUl) ryelf Jhixr�;J C DEO 00 LAD LAE 0 0 om [AD Doi LILA [Am STAMP n N W o ADDITIONS & RENOVATIONS U a J (r W TO W h Uj Z� Q MZ r Z O�xp THE LYONS RESIDENCE _ mW O INN�.1 �i0 O5 a CTE GENERAL NOTES (see also Project SIJecificationa): B. Existing surfaces disturbed during Me course of the Work shall be reconstructed and ABBREVIATIONS o SYMBOLS SCHEDULE OF DRAWINGS U o Q finished to match adjoining Surfaces. Patched areas shall be finished in such a manner Q z w -I > as to provide visual and structural continuity across the entire affected surface. Aa "Mon Bou n JOINT +r� WORDS Areow T-1 TITLE SHEET Fn o� General Conditions that the Contract Documents are complimentary. 9. All voids created or surfaces disturbed resuming from cutting, removal or installation of Ar.e. Am AXCVE "MOB FLOOR AOODencu. TOE u0 LEN. OR MIT uNmATE � 0 ORTION INDICATOR - LETTER SP—I ARCHITECTURAL SITE LAN 1. The state per 1 ng c elements aS t of the Work shall be filled end finished t° match adjoining construction ALARM ALVYINUN MOODrE¢D uv. uViTORY texdm �/ IN TOP HALF OF Cmdw INDICATES A-1 FLOOR PLANS/ Z 2. Provide the services Of a Massachusetts Registered Surveyor to layout structure an site MR Mumbu m R THE SPECIFFM OEMON. THE EDNem L W elevations. Elevation of finished Boor shall be established by 10. Except as provided in the Documents, no structural member or element shall be cut now AT RASNENT N.O. MARKET °PEKING LJ AND IFREft M THE BOTTOM XALP SCHEDULES and establish existing Architect with elevation information provided by Surveyor. without written approval of the Architect. The General Contractor shall coordinate all R am BRVYINOIIN BWCE YAi. YAx NATEPYL NAxINVY MDICMIS THE VIR ON WHICH ME SECTION APPEAR A-2 COVER SHEET DATE ISSUED: 11/26/2018 ELEVATIONS densest the cuttingand hall advise the Architect of a potential conflict with new or existing s e any p o g Ixe EwexINd was. wCRARIAi .a„z xLw DPM elEvpnOx A-3 3. son work. The Contractor to responsible for all structure. DRAWN BY: --- Nee. ERKINDN FOUNDATION PLAN/ A. Baia and insight ands of the Work level plumb, square and a correct MaxTON BOTTOM a wAw NO EDW MD ,„9r EMBLEM RAIN ewvanox CoBTOVRa CROSS SECTIONS nt or B. Make joints tight and vee[. 1I such is ImpO60ble, apply moldings, sealant or other Il. Demolition work shall only be carried out once all temporary shoring and bracing is in eHN�. nnole �� ' ME* (NOR 1AXI (MPm son. NOMINAL ^' ' °°�Ne 00Xi0OR A-4 FRAMING PLANS/ joint treatment as directed by Architect. place. Removal of all temporary oupports shall be completed only after new work is secure CPT HIS. Nm IN dONTMM C. Unser potentially damp conditions, provide galvanic inauletion between different and complete. cast c m Mesr amxaxm Mrs. D. RE m SCALE x MRTxR ONE O” WORKINd PCINT NAILING SCHEDULE metals which am not adjacent on the galvanic scale. cN CESMId OR O OMD n C°LWN C°oRDMATES a 12. requ All materials, equipment and workmanshipshall conform to the iremeuto of tomer orae. °Pexwd \'J ReeerzexCe dam MOS D. Apply prolective finish to parts of the Work before concealing them. For example. PP Y having Work. cors muwN e�. PAINT door tope, bottoms. otopt. rebeteo, and hardware Cutouts before authorities jurisdiction of the coed. CONCRETE PAINTEDI© Room Nwaee paint glazing glazing hanging doom, and paint corrodible mounting plates before hatalling parts over them. l& all materials and equipment shall comply with the Occupational Safety and Health Act, cau mKOR TE MANONRY vert in PANEL QI DOVE NWBER E. Where accessories are required in order to install Parts of the Work in usable form including all amendments. CORT. CO CONTINUOUaN CONTRVOVe PANT. PLATE R PLATE and to make the Work perform properly. provide ouch accessories. If epactal tools Coosa COURre� Bmm LFL W. O plrypOp TlPE 14 equ Amen requirements g All materials and equipment shall conform t° the to of authorities having P. R MARKETS are required t0 maintain, auction and repair products, them. jurisdiction regarding not using or installing e9be9no9. or asbea[oo-containing materials. PLBN PWMmxo *Au. ME llingde F. Follow manufacturer's Inn for assembling. ito Installing and adjusting products. Du mato BunemB P Tau PLYWOOD prrer'e a mans Do install in e manner contrary nO Me menuravluxr's instructions athe 15. All paint used on all products and assemblies shall conform to A.N.S.1. ZBe.t• DR oEON NSISEE TR6A'rto /1 INTERIOR EIL'ATION NUMBERS not products in writingby Architect. Speciicattona for Points and Coatings Accessible to Children to Minimime Dry Film Toxicity. DR H SoonDIME usLpHVNC QA. QA.. RE" QUARRY QUARRY rva REQIAPED �V'D Lm R INDICATED NUMBER 8 INDICA} unless authorized DOOR DRMTR PR. RWdmATOR JWHE TLEVBRANSA WHERE TEED tl. Adjust end operate all Items f equipment. leaving them fully ready for use. Ie. All warranties, and of maintenance agreements shall commence the PMO Is) DRApmdlsl Rev. PmmsmxS ]ELEVATIONS Me EDCAreo H. The division of the Documents Into Architectural, SWNumL Electrical Mechanical' guarantees date the Work item is Substantial Com lellOn the Substantial the item bei teed, whichever is Dr D)IN rovMAIN E SEE ftevlslax YARN Plumbing and Civil components is not intended as division of the Work by trade or of of or of P ng guaranteed. Op ICMRICREE Ro ROOF DRAIN later, so that the Owner may receive full use of the item for the guarantee o warranty r we EL EwOATTO AU RLL PWN 0 dONCRLTE - PLAN are SeCTmx otherwise. period EL eLEVATR ROWX °Fp1N0 i. Rimy installations from lot line to house including underground electrical, EOER eEMAIDE fEC Beim. SENIOR PRldx - PUNS DR Aeenoxs water, all local codes and requirements. water, telephone and CATV comply 17. GENERAL WORK BE PERFORMED AS PART THE GENERAL EQ EQUAL¢xM s�evM FredD. BPM. BClmsum SPM Xo CoxCRETE BInCx A Concrete have 3000 B 20 tleyS for wailo and ti: A. Seel cracks end openings to make the exterior skin of the building tight to water and s an xt a building SO era. snXe aL IMMID 9lDeuexT PLANS OR seunoxs Strength psi shall compressive otrenglh oI ss w Em. MD. RANOARO PLA000 3500 pet 0 Slab work, end reinforcing rods & woven WITH fabric (WWF drawings. J Per g air entry. n 1'$' ¢J pPANOION JOIM MOM SHELYMPOLIN Where noted, provide hard steel trowel finish on Slate. B. Provide adequate blocking, bracing, nations, fastenings and other supports no install POP dimes an awn are®.. uEdE seux Dampproofag shall be factory manufactured Semi -mastic consistency from asphalts parts of the work securely. Blocking, bracing, niters, fastenings and other Supports En BETHJOR POP. NUSPENDED ROvdx wNemE and mineral fibers, and installed on all wells and feelings. shell be of a type not subject to deterioration o weakening as the result of r LEN Atemalt TEE roe SOMM Piers for decks shall be concrete filled notube forms. SO environmental conditions or aging. Tgam RU"MMED M OWNER TOP "NOD PoMosm FINISH wYBER G. ducts, W19MEE Ok" - p TON - mom Perform cutting and patching for all trades. Patch holes where conduit, pipes FL fmMsINo) TAW TOP OF am 4. The General Contractor shell verify all tlimenoione et the site end shall notify the FLUOR rtnWMCEm T READ r are and other products pass through ° e being removed from existing construction. ® INOINAToq - eATI any pane proceeding r purchasing Architect of discrepancies before tlin with the Work o heoin materiels TYF. Tte1CAL pace D. Provide chaoes, furred Options, trenches, covers, ptls, foundations and other Rd. Round m or equipment. Verify critical dimensions in the field before fabricating items which mush E construction required in conjunction with the Work. If such construction is not RD. FOUNDATION U�x' vLFMEFT HK N earn BL adjoining ConatrUCtta¢ ingy 0Umt RReD11N°) RI CONTACT OMVEL ORDER on the DraMate, coordinate with for quare placement O IME M "WE TLE nm WYE fi. All details are t ice unless otherMee noted and are not necessarily shown in the yp y pen reran E. Protide end coordinate access doors and Itl as tl for access [o t panels for CAL¢ W OALVAKI¢R OEMETULL CONnGdEDR daria Covnngd +,—,� PeEDR Me Nmx Documents at all 1°cationg where they occur. requiring adjustment, in6pectlan, malntenenceeD other access and as required for eccees fired for tit DLA/DLA9xtl Edo pe *A (A11 *AM dram' ppOppmt' LINE to spaces not otherMse accessible, such as allies and crawl spaceo. OR ORADINd p w/ MNe/rIDTN MON 8. The Architectural Documents govern the location °f all Electrical and Mechanical Items m'PXH OYRUM BOARD W/o WTHOUT CENTER ME F. Check Drawings and ma nufacturers' literature for requirements for bases, pads, and Base HARDBOAM e pa installed as rt of Me Work. othersupporting structures Provide such otructures. Remove supporting structures MET H&RDWOOD WWM ON NEEDED VRe YES WOOD Y. Existing items which a not to be removed and are damaged o removed in the course rnew associated with removed equipment and patch remaining surfaces. MAC x[ATINmvENTllAnne. pa P condition Without cost. of the Work shall be res ired and replaced in like Par n arcane r d. As t of one yearw t Specified in the General Conditions. repair cracks and RD" HARDWAREnmaKIne a rel other damage which occur S Dolt of settlement end shrinkageduring the first year Bar xoom But HOURSAL after Substantial Completion. MUU DRAWINGS 18. All work shall conform to the applicable sections of Me Massachusetts Stele Building n 10pPm DE Code, ARE Eighth Edition: For reoidential projects, particular attention shall be pad to Chapter REPRESENTATIONAL ONLY 36 - One & Two Family Dwellings. especially Table 3808.2.3 "Fastener Schedule for Structural Members" and Guide to wood Frame Construction 110 mph in high Wind amos r One & DD NDT Two-FamHy Dwellings. SCALE DRAWINGS STAMP n w, gicelws czowEu rep N W o U a J (r W W h Uj Z� Q MZ r Z O�xp _ mW O INN�.1 �i0 O5 a CTE Z � o Ld U o Q Q z w -I > w o z Fn o� w w0 O � 0 U ~ zQ O Z O 0 L W = (n W Q TITLE: COVER SHEET DATE ISSUED: 11/26/2018 REVISIONS: DRAWN BY: --- PROJECT #: --__ DRAWING NO.: T w, gicelws czowEu rep A INFORMATION ON THIS PLAN WAS TAKING FROM A PLOT PLAN PREPARED BY DOWN CAPE ENGINEERING, YARMOUTHPORT, MA. -DATED APRIL 08, 2013 %1ARCHITECTURAL SITE PLAN SGALEa"=10'-0" STAMP: z 0 O U Q Q Q z J w W O cn�F- w D O w w Elf O w O CD O z O J CD - F- w = W 0 _- N Q v2: TITLE: ARCHITECTURAL SITE PLAN DATE ISSUED- 11126 SSUED:11/26 /2018 NN BY: IECT #: NINO No.: SP1 i i y 0 m N o W U Q N > � W W W h Uj ZN nZ Q Z DZ XW Q] N m 1- N 30 �� a z 0 O U Q Q Q z J w W O cn�F- w D O w w Elf O w O CD O z O J CD - F- w = W 0 _- N Q v2: TITLE: ARCHITECTURAL SITE PLAN DATE ISSUED- 11126 SSUED:11/26 /2018 NN BY: IECT #: NINO No.: SP1 FIRST FLOOR `ALAN SECOND F''_OOR PLAN SGAL6 /4' =I' -O' DOOR SCHEDULE SYMBOL Manufacturer Model DOOR SIZE NOTES WIDTH HEIGHT 01 ANDERSEN FWH316B 2'-B" ANDERSSEN A21 02 TO MATCH EXISTING -- 2'-6" 6'-B" -- 03 TO MATCH EXI5TI NO -- 2'-8" 6'-8" FIRE RATED 04 TO MATCH EXISTING -- 2'-5" 6'-B" -- 05 TO MATCH EXISTING -- 4'-0" 6'-B" -- 06 TO MATCH EXISTING -- 2'-6' 0 -- lOl TO MATCH EXISTING W 00 TO MATCH EXISTING -- 4'-0" 6'-B" -- WINDOW SCHEDULE SYMBOL Manufacturer Madel TYPE SIZE NOTE WIDTH R.O. HEIGHT R.O. A ANDERSSEN A21 AWNING 2'-0 5/6" 2'-0 5/B" -- z B ANDER55EN A31 AWNING 2'-0 5/5" 3'-0 5/5- C ANDER55EN CRI2 CASEMENT I'-9" 2'-0 5/B - zy) D ANDER55EN ADH2630 DOL HUNG 2'-6" 3'-0" -- 0 NOTES: 1. GRILLE PATTERNS ARE AS SHOWN VINYL SNAP IN GRILLES 2, ALL WINDOWS ARE ANDERSEN, WHITE W/ PRE FINISHED INTERIORS 3, ALL WINDOW5 TO HAVE (I) - STANDARD SASH LOCK 8 KEEPER WHITE FINISH 4. ALL WINDOWS TO HAVE (I)- CONTEMPORARY SASH LIFT WHITE FINISH 5. CONTRACTOR TO VERIFY ROUGH OPENING ON WINDOW SCHEDULE PRIOR TO ROUGH FRAMING. 6. PROVIDE "TRUSCREEN" INSECT SCREEN (FULL HEIGHT) P EACH OPERABLE WINDOW. SIAM P: TITLE: FLOOR PLANS/ SCHEDULES DATE ISSUED: t /26/201 a REVISIONS: PROJECT #: DRAWING NO.: Al z LLJ 0 U Q z � Q z V) O w LJ 0 U 0 zy) O z Q 0 C_D LLJ W Q TITLE: FLOOR PLANS/ SCHEDULES DATE ISSUED: t /26/201 a REVISIONS: PROJECT #: DRAWING NO.: Al �I m� �s t♦'�I �� ®O Mn■Iln MUM 1 _R@ ..11n.1m11..11u11..1T.iINI www I....���A c o Ilii,"�".........".�...'�ill"WY�1V wp 11j1��nnannn.''npnnnn,,.. INi11W11�111u.oil n.. 1116 l9iiiwrfyin NNE:WP�1n FR. e9NRti16+� :nilniiliinnw'1'.'+uiiui.l�1 .�Sonlrnii�iiii�i9Rii'i i�mlllm_.'�.'1'.'�i1i „GSiiii�lminm ' ' mm�nmm mm�nm m11h''�Lj1'� IILQif1TY161�0111=Y'�9'WS::i�:Y.::ANlim��ynwN'6Ti5:� 1Ri�'dfWi�i�''?:y`.s1.1 lammno.mlm.m:i:iiw:iiuumunnuunuu i�i'1i:an: .u�mmo.nirinADDITION RE- �IEVATI i . .0 EAR ELEVATION SHEAR WALL SCHEDULE PER WFCN 130 NPH EXPOSURE 8 WIDTH = 22' LENGTH = 16' ASPECT RATIO (L/W) = < 1.00 ��i:O:..iY�91Ni.Jim w`w!uN 0 2m ii ��� :m nninrS�e'r�o i•.'1nil.mnn11 .•mnNo M0 0 - a 22 v: ilmnmu nnnnu.i.:: 1wa � ®a 'NE wb immolle s lm .d0i."iuiinm.mmminm. Q www��xwwwa MINIMUM N > J � � - MED 20 ZN Q MZ _ xZ x wp O m N W El2 2E] �W 0w d� �2 V z FRONT ELEVATION FULL o LENGTH SHEAR PANELS SCAL61/4"=1'-0° z PER WCFM 130 WINDLOAD GUIDE. Q w PERIMETER NAILS= Bd @ 6' O.C. LLw o FIELD= Bd @ 12' O.C. � 33%x16'-0"=5'-4" REQUIRED ..11n.1m11..11u11..1T.iINI www I....���A c o Ilii,"�".........".�...'�ill"WY�1V wp 11j1��nnannn.''npnnnn,,.. INi11W11�111u.oil n.. 1116 l9iiiwrfyin NNE:WP�1n FR. e9NRti16+� :nilniiliinnw'1'.'+uiiui.l�1 .�Sonlrnii�iiii�i9Rii'i i�mlllm_.'�.'1'.'�i1i „GSiiii�lminm ' ' mm�nmm mm�nm m11h''�Lj1'� IILQif1TY161�0111=Y'�9'WS::i�:Y.::ANlim��ynwN'6Ti5:� 1Ri�'dfWi�i�''?:y`.s1.1 lammno.mlm.m:i:iiw:iiuumunnuunuu i�i'1i:an: .u�mmo.nirinADDITION RE- �IEVATI i . .0 EAR ELEVATION SHEAR WALL SCHEDULE PER WFCN 130 NPH EXPOSURE 8 WIDTH = 22' LENGTH = 16' ASPECT RATIO (L/W) = < 1.00 DRAWN BY: PROJECT g: DRAWING NO.: A2 1 T 16 wY ��i:O:..iY�91Ni.Jim w`w!uN 0 LI'm ii ��� :m nninrS�e'r�o i•.'1nil.mnn11 .•mnNo 0 a m o v: ilmnmu nnnnu.i.:: 1wa � ®a 'NE wb immolle s lm .d0i."iuiinm.mmminm. Q www��xwwwa MINIMUM N > J � � W W 1� vi ZN Q MZ _ xZ x wp O m N W s DRAWN BY: PROJECT g: DRAWING NO.: A2 0 N m o W V Q N > J � � W W 1� vi ZN Q MZ _ xZ x wp O m N W �W 0w d� V z o z Q z J Q w > LLw o � z w w U 0 86 cn z 0 z C/) >- JCD F- w = W _— N Q TITLE: ELEVATIONS DATE ISSUED: 11/26/2018 DRAWN BY: PROJECT g: DRAWING NO.: A2 FOUNDATION PLAN BCALE:I/4 =1 -O CONTINUOUS 2x6 P.T. SILL PLATE/SILL INBUL. w/5/6" DIA GALV. A.B. @ 72" O.C. MAX 4 6"-12" FROM END OF PLATES w/3'x3"xq" PLATE WASHERS PER WFCM 110 MPH EXPOSURE B �> J K LOW W Z V oZ N 3w WIDTP = 22' LENGTH = IG' ASPECT RATIO (L/W) = < 1.00 ANCHOR BOLT SCHEDULE PER WFCM 110 MPH EXPOSURE B ___ 1 2.) ALL BOLTS TO BE SECURED w/HEX HEAD NUTS w/3"x3"4" GALV. PLATE WASHERS 3:) BOLT SPACING: MAX 72" O.C. PAX 12" FROM CONCRETE CORNERS OR END OF PLATE MAX 7" FROM END OF PLATE AT SOLICE CONTINUOUS Ci CONC. WALL ON SIMPSON "2.5A CLIPS @ I6" I. F 20'x10' CONIC. FTG. I 12 I I GARAGE R35 INSULATION zJ 4" CONIC. SLAB w/ TO tl4C" 6"x6' 10/10 WWM ON 6" COMPACTED GRAVEL I i 0 W I I I To / = 8 I I E%IST'G 'G FORR DN Ld w �� I cr 0 � U ,y I-- ALUM. GUTTERS ON O I 8 z I Ir10 FASCIA BIDS 0 Z FROST WALL—fir _ �> GWS ON\\ \ DROP WALL 12' Iii 1x10 SOFFIT CONT ------- CONC. APRON i[ - I -_ W VINYL SOFFIT VENT Nql.Ol - m � 41-10 CONTINUOUS 2x6 P.T. SILL PLATE/SILL INBUL. w/5/6" DIA GALV. A.B. @ 72" O.C. MAX 4 6"-12" FROM END OF PLATES w/3'x3"xq" PLATE WASHERS PER WFCM 110 MPH EXPOSURE B �> J K LOW W Z V oZ N 3w WIDTP = 22' LENGTH = IG' ASPECT RATIO (L/W) = < 1.00 ANCHOR BOLT SCHEDULE PER WFCM 110 MPH EXPOSURE B 1.) ALL BOLTS TO BE g" DIA. GALVINIZED 2.) ALL BOLTS TO BE SECURED w/HEX HEAD NUTS w/3"x3"4" GALV. PLATE WASHERS 3:) BOLT SPACING: MAX 72" O.C. PAX 12" FROM CONCRETE CORNERS OR END OF PLATE MAX 7" FROM END OF PLATE AT SOLICE 4.) BOLT EMBEDMENT MINIMUN 7" DEPTH LL l_ CROSS SECTION A SCALEI/4"='_OH STAMP: �> J K LOW W Z V oZ N 3w CON'T RIDGE VENT I/2" CD% PLYWD cn BUILT OVER Z 2x10 RAFTERS @ I6" O.C. w/ ROOF 2x12 RIDGE BD. SIMPSON "2.5A CLIPS @ I6" 12 R35 INSULATION zJ TO tl4C" Q EXIST'G @ F— i 0 W To / = z co z01-- E%IST'G 'G FORR DN Ld w �� 2x10 @ ib' . cr 0 � U ,y I-- ALUM. GUTTERS ON 8 z I Ir10 FASCIA BIDS 0 Z V) _ �> GWS ON\\ \ 1x10 SOFFIT CONT WALLS B CLG. \\ I -_ W VINYL SOFFIT VENT I - m � 12TO Q NAT / p FE%ISPG \\ FOUNDATION TYP 2nd FLOOR CONSTRUCTION \ s CROSS SECTIONS Q 3/4' T4G PLYWD SUBFLOOR \ SIMPSON STRAP-TYP = GLUED 4 NAILED OVER �\ 200's @ 16" O.C. `-'OLID BLOCK II 7'3" LVL GIRT ZYPICAL WALL CON5T SOLID BLOCK I' CONTINUOUS L7 W.C. SHINGLES 5 1/2" 9° LVL HEADER UNDER WALL SOLID CORE FOAM F TYVEK HOUSEWRAP INSULATION z 1/2' COX PLYWOOD PROPOSED GARAGE m. w 2x6 STUDS @ 16" O.C. TYPE "X" GHS b R21 INSULATION ON WALLS 4.CLG. V F GARAGE FLOOR E 4" CONIC. SLAB w/ 6"xGm 10/10 WWM ON CONIC. APRON Al' COMPACTED GRAVEL CONTINUOUS 10"x4'-0' CONIC. WALL ON 16"x10' CONC. FTG. LL l_ CROSS SECTION A SCALEI/4"='_OH STAMP: REVISIONS: DRAWN BY: PROJECT q: DRAWING NO.: A3 �> J K LOW W Z V oZ N 3w > nN NZ xp 0 0 W a3 cn Z D W I-uQ zJ Q i 0 W = z co z01-- Ld w �� cr 0 � U I-- 8 z C/-) Q 0 Z V) _ �> 0 —J I -_ W _ in W I Q TITLE: FOUNDATION PLAN/ CROSS SECTIONS REVISIONS: DRAWN BY: PROJECT q: DRAWING NO.: A3 S 3 EX. ROOF PROVIDE SOLID BLOCKING P 40" O.C. FIRST (2) BAYS f FROM END WALL-TYP. OR TO MEET MFR. CODE REQUIREMENTS r � 2x12 RIDGE BD. IIIIIIIII OF/ 7/Uffl�z l II I I I II I BUILT OVER ROOF Illllllllllllti I I I4 4144-�I � ROOF FRANING PLAN 56ALEd/4 . -0 0 �RIM JST PROVIDE SOLID BLOCKING FIRST (2) JOISTS FTROOI END ALL-TYP, MEETWWAIL REQUIREMENTS IIIIIIIIIIIIII �IIIIIIIIIII-a� F I#I II I 3 -II 7/W LVL GIRT BELOW ' I P05T SOLID ON TO END III I I I I I l i t 1 EA END IIIIIIIIIIIII r SOLID BLOCK --I__ I_ -I- -'- UNDER WALL 4 4hj— q } LVL HEADER --------- AT ON DOOR BELOW OSECOND FLOOR FRAMING PLAN SCALE: /4 =70 'Coleeon reelect 11 gage muting nal and 16 gage staples are permitted, check 19C foradddknal mqh Nails -lhles otherwfs dated, aii given for naidsam common Wm sss Box and pnuematic nailsof equivalent dieter and equal or greater length to the specified naffs maybe sibs tutued unlesothi prohibited. STAMP: Numberof Numberof Ebx Jaintoes:rition Common Nails Nags Nail 9jm ing fbof Warning o w 0 Elocleng to Rafter Qoe-nailed) 2-8d 2-10d each e id Rim Board to fdater(End-naffed) 2-16d 3-13d each e id Val Barring Q w Top Ratesat lnlersctions(Face-nailed) 4-16tl 5-16d at pits Sud to Shud ('race -need) 2-16tl 2-16tl 24"o.dlI. O Fleaderlo Fleader(Pace-nailed) 16d 16d 16"o.c. akny edge Floor Raming Elf0 v Jed to Sl, Top Rate orGnJer(foe-nidi 4-8d 4-10d perpi l Bocldng to Jaid (lbe-nailed) 2$d 2-10d each a d 8ocl ng to SII or Top Rate (roe-naled) 3-16d 4-16d each b ck ledger Ship to Beam or Gilder (Face-naled) 3-16d 4-16d each it Jog on Ledger to Ease (foe -nailed) 3-8d 3-10d perpiI6 D Band Joist to Joist (End -naffed) 3-16d 4-16d perpill Band Jod to Sn or Top Rate (Foe -nailed) 2-16d 3-16d perfodt Roof Sheathing TITLE: Mod Shmctural Panels RAVING PLANS/ I rafters ortmsses spaced up to 16" ox. 8d 10d 6"edge /8"Feld rafters ortmsres spaced over 16"o.c. Ed 10d 4" edge 14" field endwal rale orrake tmsw/o overhang Ed 10d 6" edge /bd"fiedd gable gable gable entlwal calks orvOe busw/stmctuel outbokers Btl tod 6"edge /G"fold gable endmi rate orralp Wsw/lookout blocks Btl 10d 4!'edge / 4" fell Ceing Sheathing Gypsum Walboard 5 d coolers 7" edge / 10" field Wag Sheathing Wood Smctuml Panels studs spaced up to 24"o.c. Ed 1od 6" edge / 12" fold 1/2" and 25132" Fiberboard Panels 8d' - 3"edge/ "field 1/2"Gypsum Wallboard 5d coolers - Tedge 11 "field Floor Shealhng Mod 3mctursi Panels 1 -arks 8d 10d 6"Edna /1 "Sed grenterthan l" 10d 16d 6"edge10' field 'Coleeon reelect 11 gage muting nal and 16 gage staples are permitted, check 19C foradddknal mqh Nails -lhles otherwfs dated, aii given for naidsam common Wm sss Box and pnuematic nailsof equivalent dieter and equal or greater length to the specified naffs maybe sibs tutued unlesothi prohibited. STAMP: REVISIONS: DRAWN BY: PROJECT q: DRAWING NO.: 44 Vl U J � W Lal z� 4 DZ (� o 4 r N nz w xo p a3 U) z o w 0 U Q z J Q w > w Q Fn O w w wD 0 Elf0 v 0 in Q z Q z O CD F: w = W D CV Q TITLE: RAVING PLANS/ NAILING SCHEDULLS REVISIONS: DRAWN BY: PROJECT q: DRAWING NO.: 44 1 ADDITIONS & RENOVATIONS TO THE LYONS RESIDENCE 72 HIGGINS CROWELL RDI WEST YARMOUTH, MA. I6' 0" Ap — q,_p A 1 I 1 I O -... __ _ � I 1/ EX KITCHEN Q I i• I MIL 7'-4 vi yrs:-. - _ -_-- _... " TYPE GARAGE EX GARAGE pzoPoseD ON WALLSz" �wx ? �:IeDXy�' n® a flE.t r1—VSAi�– 6 GL6. OPEN 4- - ----------------- ---------------------- -_ -RAIL p �I __ M 4vl✓G Appµ :X LAUNDRY - - ---------------------- 9070 __ _ _ _ __________ _r l _ u { TO ON DOOR or 0 TO MATCH EXISTING N 1 I I r _ i� Lv L. dXb Ewyr. vQi d43 —� I I ayy�o �liID m.. d/310 II. CAIIV wDCATHD NEW 2 6' ADDITION 2 3• 2'_e^ Lr. - - �,oX 38 Q' 4a O3 OF /5=0^ _ y O SCALE:V4'.1 D wnu CONSTRUCTION�- Y o ` FIRST FLOOR LAN I -- --- -I. yIR�T y�poR �enrJ SCA eE%Y' O" 6'-0' I BOTTON A B IO" -- y IF !o -_p' _ __ _ PANEL G� c /3 $ O AGGE95 E% "DNS TEMPERED D O �rC I EX WDWS I dV31p a E la Z r E% DR O - ^' ro v L r'I P m/u • w!.r' - crop BATH o 31 OFF III ryI191rr_� b ab/ nI -2 i- y:_6° 6 41-21 CLO � L'I O CLf�i I V I KIS 1 r� _ BDROOSITTING AREA r o I � � QI � q c I� I al 4' p•IN n , y y O O O A A A A : s : n __-_. _-� EX'. WOWS -L f -... �f'__ __ __ I. ,]f�rIJ .JHw .7 %Aj10 8V310 ,]u310 2'-0" �A_O„ AREA- 1,031 SF : ADDITION SECONDFLOOR PLAN SCALES /4".I'0" RF�CEIV D op tN APR 16 2019 xERLTNOmr.