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HomeMy WebLinkAbout120 Homers Dock Rd planr STAMP: GENERAL NOTES (See also Project Specifications): 1. The General Conditions state that the Contract Documents are complimentary. 2. Provide the services of a Massachusetts Registered Surveyor to layout structure on site and establish existing elevations. Elevation of finished floor shall be established by Architect With elevation information provided by Surveyor. 3. The General Contractor is responsible for all the Work. A. Build and install parts of the Work level, plumb, square and in correct position. B. Make joints tight and neat. If such is impossible, apply moldings, sealant or other joint treatment as directed by Architect. C. Under potentially damp conditions, provide galvanic insulation between different metals Which are not adjacent on the galvanic scale. D. Apply protective finish to parts of the Work before concealing them. For example, paint door tops, bottoms, glazing stops, glazing rebates, and hardware cutouts before hanging doors, and paint corrodible mounting plates before installing parts over them E. Where accessories are required in order to install ports of the Work in usable form and to make the Work perform properly, provide such accessories. If special tools are required to maintain, adjust and repair products, provide them. F. Follow manufacturer's instructions for assembling, installing and' adjusting products. Do not install products in a manner contrary to the manufacturer's instructions unless authorized in Writing by the Architect. G. Adjust and operate all items of equipment, leaving them fully (ready for use. H. The division of the Documents into Architectural, Structural, Electrical, Mechanical, Plumbing and Civil components is not intended as division of the Work by trade or otherwise. I. Provide utility installations from lot line to house including underground electrical, Water, telephone and CATV to comply With all local codes and requirements. J. Concrete shall have compressive strength of 3000 psi @ 28 days for walls and 3500 psi @ slab Work, and reinforcing rods & Woven Wire fabric (WWF) per drawings. Where noted, provide hard steel trowel finish on slabs. Dampproofing shall be factory manufactured semi —mastic consistency from asphalts and mineral fibers, and installed on all Walls and footings. Piers for decks shall be concrete filled Sonotube forms. 4. The General Contractor shall verify all dimensions at the site and shall notify the Architect of any discrepancies before proceeding With the Work or purchasing materials or equipment. Verify critical dimensions in the field before fabricating items Which must fit adjoining construction. 5. All details are typical unless otherwise noted and are not necessarily shown in the Documents at all locations Where they occur. 6. The Architectural Documents govern the location of all Electrical and Mechanical items installed as a part of the Work. 7. Existing items Which are not to be removed and are damaged or removed in the course of the Work shall be repaired and replaced in like new condition Without cost. RENOVATIONS AT THE DELi40NAC0 RESIDENCE. 8. Existing surfaces disturbed during the course of the Work shall be reconstructed and finished to match adjoining surfaces. Patched areas shall be finished in such a manner as to provide visual and structural continuity across the entire affected surface. 9. All voids created or surfaces disturbed resulting from cutting, removal or installation of elements as part of the Work shall be filled and finished to match adjoining construction. 10. Except as provided in the Documents, no structural member or element shall be cut without written approval of the Architect. The General Contractor shall coordinate all cutting and shall advise the Architect of any potential conflicts With new or existing structure. 11. Demolition Work shall only be carried out once all temporary shoring and bracing is in place. Removal of all temporary supports shall be completed only after new work is secure and complete. 112. All materials, equipment and Workmanship shall conform to the requirements of authorities having jurisdiction of the Work. 13. All materials and equipment shall comply With the Occupational Safety and Health Act, including all amendments. 14. All materials and equipment shall conform to the requirements of authorit';es having jurisdiction regarding not using or installing asbestos or asbestos —containing materials. 15. All paint used on all products and assemblies shall conform to A.N.S.I. Z66.1, Specifications for Paints and Coatings Accessible to Children to Minimize Dry Film Toxicity. 16. All Warranties, guarantees and service maintenance agreements shall commence on the date of Substantial Completion of the Work or of the item being guaranteed, whichever is later, so that the Owner may receive full use of the item for the guarantee or warranty period. 17. GENERAL WORK TO BE PERFORMED AS PART OF THE GENERAL CONSTRUCTION: A. Seal cracks and openings to make the exterior skin of the building tight to water and air entry. B. Provide adequate blocking, bracing, noilers, fastenings and other supports to install parts of the Work securely. Blocking, bracing, noilers, fastenings and other supports shall be of a type not subject to deterioration or Weakening as the result of environmental conditions or aging. C. Perform cutting and patching for all trades. Patch holes Where ducts, conduit, pipes and other products pass. through or are being removed from existing construction. D. Provide chases, furred spaces, trenches, covers, pits, foundations and other construction required in conjunction With the Work. If such construction is not shown on the Drawings, coordinate With Architect for sizes and placement. E. Provide and coordinate access doors and panels as required for access to equipment requiring adjustment, inspection, maintenance or other access and as required for access to spaces not otherwise accessible, such as attics and crawl spaces. F. Check Drawings and manufacturers' literature for requirements for bases,, pads, and other supporting structures. Provide such structures. Remove supporting structures associated With removed equipment and patch remaining surfaces. G. As part of one year Warranty specified in the General Conditions, repair cracks and other damage Which occur as a result of settlement and shrinkage during the first year after Substantial Completion. 18. All Work shall conform to the applicable sections of the Massachusetts State Building Code, Ninth Edition. For residential projects, particular attention shall be paid to Chapter 36 — One & TWO Family Dwellings, especially Table 3606.2.3 "Fastener Schedule for Structural Members". 1BF3REVIaTIONS AB. ANCHOR BOLT AFS. ABOVE FINISH FLOOR ACT ACOUSTICAL TILE ALUM ALUMINUM ANOD ANODIZED 0 AT BSMT BASEMENT BIT BITUMIINOus BLK BLOCK BLKG BLDOUNG BOTT BC1T'TW B.O.W. 9077, I O 4L BM BEAM BLDG BUILDING CPT CA.RPE7 CSMT ;::A'SE4ENT CLG ,'r'_ING CLOS .LCSE:T COL �:OLIJWNI CONIC. C, ONCRE7E CMU ':ONCRE.7 MASONRY UNIT CONST .:OINSTPLiCrION CON T. :: OWN nNuous CJ .:ONTIBOL,/MaOMiSTR. JOINT CTSK ;:'WNTE'RSUNK' DET. }.TXL DIA AMETER DIM, VEINS11O W DR XIR DH -OLOLEHUNG DRWR _4IA1IER DWG(S :,R'.A S) OF 'NIK'1N'G 1"OUNTAIN DW 54-41WASHER ELEC. ___.---�,.(AL) EL ✓iaT''DS! ELEV. niTOR EMER EQ A_ EXIST. C c157 1410 or EX: EJ MJP*t" J004T EXP EXT. E:+tTERIM FIN NrqHm FA FOE ALARM F.B.O. r'JRNMHED BY OMRVER FIE - RE 1 EJCTMYCIER FL FX(IING;) FLUOR' 011U0;VSCV4T FT O'1' FTG. „. TIK FND. : "DI04DATONNI FURR FAW0ED(M1G) G (GAS GALV VIAL GC .CONTRACTOR GL dILA$S/CLAZftG GR OILAONG GYP.801. 670"' BOOM HDBC SARI) HDWD kAROOOOD HVAC M 0104G.VENTTLATING, A0 CON10ITKMNING HDWR AARD10ARE HGT IIT' H.M. 4OLUM METAL INSUL *A$W,T0N INT, MMN1R'Ell#IW',At' JT A420,1r JT JOINT LAG LAG BOLT LAM. (LAMINATE LA`,. LAVATORY L LENGTH MFR (MANUFACTURER M.C. MASONRY OPENING MAT. MATERIAL MAX MAXIMUM MECH. MECHANICAL MIN. MINIMUM MTD. MOUNTED NO NUMBER NoM, NOMINAL N.I.C. NOT' IN CONTRACT N.T.S. NOT TO SCALE O.C. ON CENTER OH OVEIRHEAD OPNG. OPENING PNT. PAINT PTD PAINTED PNL PANEL PART, PARTITION PL PLATE PLAS. PLASTER P.LAM. PLASTIC LAMINATE PLBG. PLUMBING PLY'ND PLYWOOD P.T. PRESSURE TREATED O.T. OUARRY TILE REQ°D RIEaUIRED REF. REFIGERATOR REV. REVISIONS R RISE'R RD ROOF DRAIN RM. ROOM R.O. ROUGH OPENING SECT. SECTION SCHED. SCHEDULE SPEC. SPECIFICATIONS SL SIDELIGHT STD. STANDARD S&P S14ELF&POLE STL STEEL SUSP. SUSPENDED THK THICK T&B T6YP&BOTTOM T&G TIJMNGUE&GROOVE T.O:F. TOP OF FOUNDATION T.O.W. TOP OF WALL T TREAD TYR TYPICAL UNFIN. UNFINISHED '✓.LF. VERIFY IN FIELD AN 0P4YL VCY ✓MNYL COMPOSITION TILE VWC AMYL WALL COVERING WC WATER CLOSET W *DE/WIDTH •/ TIH Wo THOUT W.1M M. ED WIRE MESH UMt7 NORTH ARROW SECTION INDICATOR - LETTER IN TOP HALF OF CIRCLE INDICATES THE SPECIFIC SECTION, THE NUMBER AND LETTER IN THE BOTTOM HALF INDICATES THE DWG. No. NEW SPOT ELEVATION EXISTING SPOT ELEVATION LEVEL LINE OR WORKING POINT ROOM NUMBER DOOR NUMBER WINDOW TYPE WALL TYPE REVISION MARK CONCRETE - PLAN OR SECTION BRICK - PLANS OR SECTIONS CONCRETE BLOCK PLANS OR SEC. PLYWOOD STEEL, LARGE SCALE ROUGH LUMBER FINISH LUMBER INSULATION - RIGID INSULATION - BATT EARTH COMPACT GRAVEL WELDED WIRE MESH PROPERTY LINE CENTER LINE DULE OF DRAWING-n- T-1 TITLE SHEET A-1 FIRST FLOOR PLAN A-2 SECOND FLOOR PLAN A-3 ELEVATIONS WINDOW & DOOR SCHEDULES A-4 ELEVATIONS A-5 FOUNDATION PLAN A-6a FIRST FLOOR FRAMING PLAN/ NAILING SCHEDULE A-6 SECOND FLOOR & ROOF FRAMING PLANS A-7 BUILDING SECTIONS/DETAILS �L iHk t° BUILT, DA E: 6 _ aU;Luu1GIAL DRA4tiINGti ARE REPRESENTATIONAL ON DO NOT SCALE DRAWINGS C E I V E N 13 2022 BOIL ING DEPARTMENT z 0 CO— L.J Q Cf) r LJ l_- �o a~ _ 00 mrLO <t = IL III U LLJ Q < n� U LEI �. o ry E- O a U n /"� ( J �- O O W W => �.O 0 72 I I I [� Q O W C�1 TITLE: TITLE SHEET DATE ISSUED: 12/21/2021 REVISIONS: 02/18/2022 DRAWN BY: JECT #: DRAWING NO.: T I Ze O O 14 ARCHITE SCALE: 1 "= 10'— TURAL SITE PLAN EX TREES 16,067± SF -,-,,'.-",TION ON THIS PLAN WAS TAKING FROM A SEPTIC PLAN --'--D BY DOWN' CAPE ENGINEERING YARMOUTHPORT, MA. -DATED NOV. 0 c/) Li r-) L0 CF) I Uj 0 Lr) L-i U 0 < cf) Li y ry u 0 o cl:� 0 CO-) U CL > < u� 0 cr,- 7, 0 W D 11 1 � 0 n-o- 1 0 � Lj = Q, < o L-i cal TI TLE: ARCHITECTURAL SITE PLAN DATE ISSUED: 12/21/2021 REVISIONS: 02/18/2022 DRAWN BY: PROJECT #: DRAWING NO.: SP1 9 STAMP: SUN RM == -- = == = = = = INDICATES WALL, DOORS, WINDOWS, ETC. TO BE REMOVED NOTES: 1. REMOVE ALL ROOF RAFTERS AND CLG. JOISTS, EXCLUDING SUNROOM 2. REMOVE CLAPBOARDS ON FRONT OF BUILDING. 3. REMOVE W C SHINGLES AT AFFECTED AREAS ONLY. 11 1 U 0 Q u n-- u 0 0 k-- 0 0 0 < U n > < < 0 0 => 0 1 0 7; n, < o CN TI TLE: FIRST FLOOR DEMOLITION PLAN DATE ISSUED: 12/21/2021 REVISIONS: 02/18/2022 DRAWN BY: PROJECT #: DRAWING NO.: :) I/ r STAMP: NEW ROOF FRAME 8"x8" PVC POSTS w,/ CAP & EASE-TYP DOOR SCHEDULE NUMBER Manufacturer Model DOOR SIZE NOTES WIDTH HEIGHT 01 THERMA-TRU OR EQUAL TO BE DETERMINED 3'-0" 6'-8" -- 02 THERMA-TRU OR EQUAL TO BE DETERMINED 2'-8" 6'-8" -- 03 ANDERSEN FWH2968 2'-8" 6'-8" -- 04 ANDERSEN FWG6068 6'-0" 6'-8" -- 05 THERMA-TRU OR EQUAL TO BE DETERMINED 2'-8" 6'-8" FIRE REATED 06 TO BE DETERMINED BY OWNER -- 6'-0" 6'-4" -- 07 TO BE DETERMINED BY OWNER -- 3'-0" 6'-8" -- 08 TO BE DETERMINED BY OWNER -- 2'-4" 6'-8" -- 09 TO BE DETERMINED BY OWNER -- 3'-0" 6'-8" -- 10 TO BE DETERMINED BY OWNER -- 2'-6" 6'-8" -- 11 TO BE DETERMINED BY OWNER -- 3'-0" 6'-8" -- 12 TO BE DETERMINED BY OWNER -- 3'-0" 6'-8" -- 13 TO BE DETERMINED BY OWNER -- 3'-0" 6'-8" -- 14 TO BE DETERMINED BY OWNER -- 1'-0" 6'-8" -- 15 TO BE DETERMINED BY OWNER -- 2'-6" 6'-8" -- 16 TO BE DETERMINED BY OWNER -- 2'-6" 6'-8" -- 17 TO BE DETERMINED BY OWNER -- 2'-6" 6'-8" -- 18 TO BE DETERMINED BY OWNER -- 2'-6" 6'-8" -- 19 TO BE DETERMINED BY OWNER -- 2'-6" 6'-8" -- 20 TO BE DETERMINED BY OWNER -- 2'-6" 6'-8" -- WINDOW SCHEDULE Symbol Manufacturer Model TYPE SI ZE NOTES WIDTH R.O. HEIGHT R.O. A ANDERSEN ADH1848 DBL HUNG V-10" 4'-8" *SEE NOTE 7 B ANDERSEN APW5048 PICTURE 5'-0" 4'-8" *SEE NOTE 7 C ANDERSEN ADH2644 DBL HUNG 2'-6" 4'-4" -- D ANDERSEN ANN2424 AWNING 2'-4" 2'-4" -- E ANDERSEN ADH1836 DBL HUNG 1'-10" 3'-0" -- F ANDERSEN ADH1844 DBL HUNG 1'-10" 4'-4" -- G ANDERSEN 244GW5040 GLIDER 5'-0" 4'-0" TEMPERED H ANDERSEN 244GW6040 GLIDER 6'-0" 4'-0" TEMPERED NOTES: 1. GRILLE PATTERNS ARE AS SHOWN IN BETWEEN THE GLASS GRILLES 2, ALL WINDOWS ARE ANDERSEN, "A" SERIES -WHITE W/ PRE FINISHED INTERIORS 3. ALL WINDOWS TO HAVE (1) - STANDARD SASH LOCK & KEEPER WHITE FINISH 4. ALL WINDOWS TO HAVE (1)- 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) © EACH OPERABLE WINDOW. 7. GLASS LESS THAN 24" FROM SURFACE BELOW TO BE TEMPERED RIGHT SIDE ELEVATIO SCALE: 1;/4"=1'-0" 48"x48" CUPOLA 1 x3 PVC DRIP BD. ON 1x8 PVC RAKE BD W C SHINGLES 5 4" EXPOSURE ON BLUESKIN UNDERLAYMENT ON FRONT. PATCH & REPLACE ALL OTHER AFFECTED AREAS AS NEEDED PVC CROWN MOULD HEAD CAP ON 1 x6 PVC HEAD TRIM -FRONT ONLY 1x5/1x6 PVC CORNER BDS-TYP z 0 w 0 <C N --� M W� zU I W 00 d I- rn = ao mU 0 SQ j a. W U W 0 < 0 n � V) U 0 0 �-- 0 0 < U 0- Q Q uJ O z O LLJ LIJ > O c 0 W Z d Q 0 >- N TI TILE: ELEVATIONS DATE ISSUED: 12/21/2021 REVISIONS: 02/18/2022 DRAWN BY: PROJECT #: DRAWING NO.: A3 F STAMP: REAR ELEV/ SCALE: 1 /4" = l'- 0" ---.FT SIDE ELEVATION NEW SHED DORMER l plow a Lo 0) I 00 0 Lo CL L-i U 0 < n,- u� LLJ n,, u 0 0 0 0 < u > < < 0 D Li => 0 0 7; LLj n, < o cN TI TLE: ELEVATIONS DATE ISSUED: 12/21/2021 REVISIONS: 02/18/2022 DRAWN BY: PROJECT #: DRAWING NO.: oo L FIRST FLOOR FRAMING PLA SCALE:1 /4"=1'-0" 110 MPH IXP03AEBNANDmNEGBJ6RALNAILJNG SCHEDME Number of o Number of 9�xi Number of ®crx�.loint .hint Description Description Common Nails o �2-Btl � Nails Nails Nail facing IPool Framing Il�of FramingBiociang � 'B�ckng to lbfler l� a netled) to F�fterfloe-nailed) 2-8d 2-100 2-10d each end each eedRim m Board �o Rater(Endj Board to Rfater (mod -nailed) 2-ifitl 2-16d 3-13tl 3-13d each end each endV1�a eat N6R Fammg --�.-._ ll FramingITop by Rates at Intersections Plafies at Intersections (Face -nailed} i r-ioo 4-16d 5-i6tl 6-16d pint at joints{dud 9�tl to 3utl (Face -nailed) #o Stud (Face-nailed}2-16d 2-16tl 2-16d 2-16d 24" o.cs 24"o.c JHeaderto HeaderfFace-nailed)i6tl 1-nailed)-nailed} � 16d i6d I 16d 16" o.c. along edge 16"o.c. abng etlIFbor iFEOor Framing Famin9lJoi9 a �0 9LL Top Fbte orG�er(We-naiEtl)4�8� Joist to III, Top Plate orCrider floe -nailed) 4-8d 4�10d 4-10d per joist perpi59ockng �o Jol9 Re-napol �Blocldng to Joist (Toe -nailed) 2-8d 2-Btl2-1 0d Ctlentl113locking each end to 911 orTop Plate floe -nailed) to 911 orTop Peke Roe�naiktl)3!6tl41fitl � 3-16d � 4-16d each block eac�M1bbekIe4ger9ip to dam orG�er�Face-naiedl ledger rip #o Beam orGrider (Face -nailed) ��16tl � 3-16d 4�ifitl � 4-16d each joist each p'�qJo�A on letlgerto Pcam Re-naGetl) Joist on Ledgerto Beam {Toe -nailed} � 3-8d 38tl3-10d 3-i0d perjoist perpig�nd Joiq to Joig (End�naileJ�3-i6tl Band Joist to Job (End -nailed) � 3-16d 4-16d 4-i6tlperptlnd per joist Band Joist to III orTop Plate (Toe -nailed) Job �0 911 orTop iN�e (Ide�nalktl�3-16tljPoof 2-16d 3-16d per foot fE�of Sheathing 3iea��mgINbod Vlbod Structural Panels 9ructual Panesrahe5or��u�s�acetl �raftersortrussesspaced up #0 16" o.c. � up �o l6"o.c. Btl 8d lOtl 10d 6" edge / 6" field 6"edge l6''freltlrahersortus�sgaced rafters or trusses spaced over 16" o.c. � overifi"oc.9d 8d 10d � 10tl4"edge/0"feltlgable 4" edge / 4" field endwall aYe orrzke ��ugw/o gabl�overM1ang gable endwall rake orrake truss w/o gable overhang j Bd 8d tOtl 10d 6" edge / 6" field 6"etlge/6"feWgabl�endwaN ake Drake �N�w/5�ucWalou�bokers gable endwal[ rake or rake trusses/structural out(ookers � Btl 8d �Otl 10d 6" edge / 6" fie�l 6"e09e/6"fretl�gable endwaY al�orral�tvgwlbobu�bbcla10tl gable endwall rake orrake trusses/lool�aut becks 8d 10d 4" edge / 4" field 4"edge/6"fetl3ieatM1in9Gypsim lCeiling Sheathing VWII�oaN5 Gypsum Wallboard tl coolers]" 5 d coolers - 7" edge ! 10" field edge � 10" f¢pNk113ieatM1ingNbo03�uct�21 1/1r�ll �eathing { V'1�od Structural Panels Panek9utls�acetl studs spaced up to 24" o.c. up �o 29"oc.10tl 8d � 10d 6"edge / 12" f��l 6"etlye/12"fiapI1i2"antl 11/2"and 25/32" Fiberboard Panels 25/32"eheboaN Pane6 8d* Btl'3"edge6"!¢Itl1�2"Gypsim - 3" edge / 6" fief WallboaN 1l2" Gypsum Wallboard Stl coolers 5d coolers - 7" edge / 10" field ]"etlge!10"feticr9iea�M1ingNtod ( Fbor ,�eathing V'ubod Structural Panels 9�uclual Panels�"orkx 1" or less ( etl 8d 10d tOtl6"etlge/12'f¢H'�,g2a_an 6"edge / 12" f'se�i igeeater#han 1" i"10tl 10d t6tl�6"etlge6"fieklumer 16d 6"edge / 6" field 'Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted. check IBC for additional requirements Mails- thlessotherwise stated, sizes given for nails are common wire sizes, Boxand pnuematic nailsof equivelent diameter and equal or greater length to the specified nails may be substitutued unlessotherwise prohibited, AWN �' ,t MadINNES 1328 0 W I LO M I 00 0 i Lo Z W U [� w 0< Cl� LLJ � u 0 � 0 0 Les LLB => 7; 0 ___J 0� W = Q 0 W C`� Z TI TLE: FIRST FLOOR FRAMING PLAN DATE ISSUED: 12/21 /2021 REVISIONS: 02 /18 /2022 m PROJECT #: DRAWING NO.: A6c EM FOUNDATION PLA SCALE:1 /4"=170" 5'-O" ONC. FND. W/ 12"X24" FTG.48" W GRADE 5/8" GALV. ANCHOR S W/ 3X3X1/4 PLATE WASHERS C. FIRST BOLT NO MORE THAN )RM END OF PLATE THROUGH PT 'LATE (TYP.). 1" ANCHOR BOLTS SIMPSON SHEAR WALL. TOP, PUT 2 SIMPSON )NG-TIE "SSWPS" aPS (10 GAUGE) vi OUTER EDGES OF )NG WALL TO A TINUOUS LVL HEADER dE THE OVERHEAD 4GE DOORS STAMP: "l+. fwtaclNNES "y civil_ a 1328 i t :ti ,rid... 1 � %/� {•/• \!t3NAL Z W d N M M1 I rn 00 0 Lo a. L1J U Q L LJ 0 Q ry � U O_ 0 � I-- 0 %' < Q o z z 0 w L LJ 0 C 075 LoLJ Z n, <C 0 �-- W CN, Z TI TLE: FOUNDATION PLAN DATE ISSUED: 12/21/2021 REVISIONS: 02/18/2022 DRAWN BY: , PROJECT #: DRAWING NO.: 1 • I 2x8 @ 16" O.C. STAMP: I EX. ROOF TO REMAIN (2) 1 3/4" X 9 1/2" 2.0 MICROLLAM ENTIRE LENGTH POST DOWN ON 3 1/2 X 3 1/2 1.8E PARALLAM COLUMNS ALL THREE SIDES II II 1 I I II ROOF UNDER I - - - I F- -�- -�- _-- - _-- - _ -- _- — -- — — -- — — -- — — -- — — — _ - I I - - - I I _L III 1 II �- IIIIIIII I111 I,1 IIIIIIII 1 I 1 I I I 1 1 I f I 1 I I I I I I I t I I I I I 1 I I I I I I II I,I I'I I III III III 1II 1II I1I I1I 1IIII II III III III III III IIIIIIIII III III II I1 II III(,I III1 II1I II,I I1II II' II 1\,1 T/f IIF ____-_♦1 -_ -- �f __-_ _ II _ -_ _ _ __ _ _ _ - _ _ 2x6 VALLEY LEDGER � FL-f�TYP _ _ _ _ _-_��III -�II( --�� I 1 I I I I I I I 1 I I I I I I I I r 1 1 1 1 1 1 11 1 I I I ( I I I I IIIIIIII I , 1 1 1 II,I1(I IIIIIIII I IIII IIIIIIIIII IIIIII1I IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII1III I1III I,IIII 2 I1IIII 12IIIIIIIIIIIIIIIIIIIIII ,IIII IIII,I1IIII1IIII1II1III IIIIIIIIIIIIIII,I1IIIIIII1I1IIIIIIIIIIIIIIIIII IIIIIII II�I IIIIII II1 II1 III1IIIIII II,IIII _- iII1I1 rItIII �I'III _ IIIIIII IIII1 _ IIIII IIIII II1IIII II1II I'IIII IIII1II _1I(1 ____ 1 �_- __ ►I' • I-p - ------ ------ --- Wm--- @ 2x1 RI GE K. _ _ _ _ X IDGE BD.' W _ -I� N -- --- -- xN 11T_17_7[T�_-___--_-_ -_- ------ ROOF UNDER O ------ DBL FTR UJS �-_- -_--_- -_ AROD ROO, PENINGS ~_ - - _- __� IIIjIII '�IIIII -�1III --+1 4 _ _ - _ - I I I I I I I I III I I, II I I 1 1 1 1 1 1,1 I I, IIIIIIIIII IIIIIII 11 I1 1 � 1 1 1 � 1 1 1 I I I I II I I I I I I III I I I I I III 1 I I I I I 11 I I II II II 11 11 11 II II II -Irl-- - - - - - - - - - - I 111 I I I I I I I I I — — — — — — — — — — — — — — — — II I I I I I I II I ( 1=j1-----_--_-__--_- _ _ _ ROOF UND ER ti (IIIIIIII I I I I I I I I I I I I I , , SHED DORMER SHED DORMER _ _L1 _± J=_ _I 2-1 J%9 "" LVL BELOW 2x8 @ 16" O.C. ROOF FRA SCALE:1 /4'=1 -0' SHED DORMER G PLA 2x10 RAFTERS @ 16" O.C. CONT. 200 RIM JST. _ -1 - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _- I11 IIIIIIIIIIIII� N I I I i I I - - _ _ - _ _ -- 1 l III IIIIII - - - - - - i-- l .. IIIIIIIIIIIII�-- I I I I 1 I I I I I 21X10 s@ II u I I I I I I I I I I 12x11D GLC. 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ELSE (TYP.) _�CA E � l SECOND FLOOR FRAMING FLAN 0 V) x N SHAWN �« MacINNES ? , _I Q V) ry J LIJ I�- zw ry � U s Q L -i U �-`-� 0, C t_l_ (J% � U O 00 � I • _ o 0 Q 1--- U CL > Q Q u� o LL.J => o a o=> W Z � 0 o LLJ N z TITLE: SECOND FLOOR ROOF FRAMING PLANS/ NAILING SCHEDULE DATE ISSUED: 12/21/2021 REVISIONS: 02 /18 /2022 DRAWN BY: PROJECT #: DRAWING NO.: A6 STAMP: 'x, 2x6 @ 16" O.C. 2x10 @ 16" O.C. m t. TYPICAL ROOF CONSTRUCTION ASPHALT SHINGLES ON TRI—FLEX UNDERLAYMENT ON 1/2" ZIP PLYWD. 2x10 RAFTERS @ 16" O.C. W/ SIMPSON RIDGE /r—CON'T RIDGE VENT SIMPSON H2.5A CLIPS @ 16" O.C. STRAPS @ EA. R-49 INSULATION (RAFTER �, /-2x12 RIDGE BD. •k ol i ` ! ,r'2y,10 +@ 16" O.C. ` ! TYPICAL WALL CONSTRUCTION AT 2ND FLOOR W.C. SHINGLES 5 1/2" EXPOSURE ON l! TYVEK HOUSEWRAP 1/2" ZIP PLYWOOD BEDROOM 2 ��� 0 2x6 STUDS @ 16" O.C. e I R21 INSULATION TYP.r�d FLOOR CONSTRUCTION , 0° 1 /2" BLUE BOARD W/ " VEN. PLASTER (SMOOTH) T&G PLYWD SUBFLOOR GLUED & °! NAILED OVER 2x10's @ 16" O.C. (4) 1 3/4" X 11 7/8" 2.0 MICROLLAM ENTIRE LENGTH POST DOWN ON 30 INSUL, 5114 X51/41.BE R30 INSUL. PARALLAM COLUMNS DOWN TO CONC. FIGS. —3 2' SOUND BATTS (TYP) AT ALL BATHRM M. BEDROOM WALLS M. BATH EX. FLOOR 30 INSUL. EX. BASEMENT CROSS SECTIO SCALE:1 /4' =1'-0' II II II II II II II II II II II II II II II II II II II II II II II II If II II II II II II II II II II II II II II I� Ih II I� la I II II II I� I I II II II II 11 II II II II II II II II II II II li II II II II II I II II II II II EX. 2x4 WALLS R21 INSUL. AT 1ST FLOOR 0 28'-0" CON'T RIDGE VENT 202 RIDGE BD. 0 1" CONTINUOUS SOLID CORE FOAM INSULATION EX. 2x4 WALLS R21 INSUL AT 1ST FLOOR II Ii II r TYPICAL ROOF CONSTRUCTION ASPHALT SHINGLES ON j TRI—FLEX UNDERLAYMENT ON II II 1/2" ZIP PLYWD. 2x10 RAFTERS @ 16" O.C. W/ II SIMPSON H2.5A CLIPS @ 16" O.C. R-49 INSULATION 2x8 @ 16" O.C. 2x10 @ 16" O.C. ALUM. GUTTERS ON 1 x8 PVC FASCIA BIDS ALIGN FASCIA 1 x8 PVC SOFFIT W/CON'T VINYL SOFFIT VENT GARAGE TYPICAL WALL CONSTRUCTION AT GARAGE TYPE "X" GWB W.C. SHINGLES 5 1/2" EXPOSURE ON ON WALLS & CLG. TYVEK HOUSEWRAP 1/2" ZIP PLYWOOD 2x6 STUDS @ 16" O.C. GARAGE FLOOR R21 INSULATION 4" CONC. SLAB w/ 1/2" BLUE BOARD W/ EX, CONC. FLOOR 6"x6" 10/10 WWM VEN. PLASTER (SMOOTH) If u CROSS SECTIO SCALE:1 /4"=1'-0" 10'-2" ADDITION 10" CONC. FND. W/ 12"X24" FTG.48" BELOW GRADE 5/8" GALV. ANCHOR BOLTS W/ 3X3X1/4 PLATE WASHERS 60" O.C. FIRST BOLT NO MORE THAN 12" FORM END OF PLATE THROUGH PT SILL PLATE (TYP.). " ZIP BD ON 2x8 @ 16" O.C. 12 ±41- _ALIGN FASCIA 2-1i"x9l" LVL 1X4 PVC BEAD BD. ON 2x6 @ 16" O, C. 8"x8" PVC POSTS p I W/CAP & BASE—TYP I PROVIDE ANCHORS FOR POSTS III COMPOSITE DECKING ON P.T. 2x8 @ 16" O.C. 2-PT 2X12 GIRT 12" SONO-TUBES W/ TUBE BASE 20" BIG FOOT BASE W/ 4' FROST PROTECTION AND ABU66 POST BASE W 5/8" DIA. THREADED, ROD EMBEDDED IN PIER 7" MIN IN EPDXY. PAD INNER SIDE OF BASE. USE 16 D NAILS THROUGH PADDING INTO BEAM. SPACE FOOTINGS AS SHOWN 2x8 @ 16" O.C. 200 @ 16" O.C: 30 INSUL. m am EX. SLAB CROSS SECTIO SCALE:1 /4"=1'-0" CON'T RIDGE VENT 2x12 RIDGE BD. EX. FLOOR EX. BASEMENT DECK DETAIL SCALE. 3/4"=1'-0" TYPICAL ROOF_ CONSTRUCTION ASPHALT SHINGLES ON TRI—FLEX UNDERLAYMENT ON 1/2" ZIP PLYWD. 2x10 RAFTERS @ 16" O.C. w/ SIMPSON H2.5A CLIPS @ 16" O.C. R-49 INSULATION (2) 1 3/4" X 9 1/2" 2.0 MICROLLAM ENTIRE LENGTH POST DOWN ON 3 1/2 X 3 1/2 1.8E PARALLAM COLUMNS ALL THREE SIDES EX. ROOF ii n ii n ri ii a ii n ii �i n ii u u n n n ii Fi a ii ii i u n ii n ii a ii it ii n i 0 2x @ 16" O.C. ON SLEEPERS, ON VAPOR BARRIER ON EX, SLAB. INFILL CAVIETY w/R30- BATT INSUL. 9 EX. SLAB ,. f' SHr,tiViv Mac"( N vE N GIVIL 32�5 t' T r ' 0 W N M r I 00 Lo rn I 0 Lo n W U Q W OQ n,-- => C� U 0 0 n i- -- 0 0 0 Q U n Q Q u _ 0 z � f- 7 0 L LJ D W 7; => 0 n 0 7; W d Q o >- W C\1 Z TI TLE: PT POST BUILDING FOR FIBERGLASS COLUMNSECTIONS / DETAILS 1 x10 PVC TRIM 2—P.T. 2x10 GIRT DATE ISSUED: 12/21 /2021 REVISIONS: 02 /18 /2022 DRAWN BY: PROJECT #: DRAWING NO.: A7 D-EC DCE LEGEND 99 — EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. —[ 991-- PROPOSED CONTOUR 198.4] PROPOSED SPOT EL. TH 1 TEST HOLE Zvi SLOPE OF GROUND UTILITY POLE FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR M DRAWING #21--377 Scale: 1 "= 20' 0 10 20 30 40 50 FEET 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. 4. EXISTING SEPTIC LOCATION PER TIE —CARD ON FILE WITH TOWN. DATE DANIEL A. OJALA, P.E., P.L.S. SCALE 1 "=2000't ASSESSORS MAP 149 PARCEL 61 LOCUS IS WITHIN FEMA FLOOD ZONE X (AREA OF MINIMAL FLOOD HAZARD) AS SHOWN ON COMMUNITY PANEL #25001 CO576J DATED 7/16/2014 ZONING SUMMARY ZONING DISTRICT: R-40 RESIDENTIAL 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% PROP. BUILDING COVERAGE 15.1 % DOREEN & GIOVANNI DELMONACO 120 HOMERS DOCK ROAD YARMOUTH PORT, MA 02675 REFERENCES DB 34533 PG 199 PB 229 PG 31 SITE PLAN OF HOMERS120 DOCK , ROAD YARMOUTH PORT, MA PREPARED FOR DOREEN DELMONACO DATE: MAY 26, 2022 off 508-362-4541 I fax 508-362-9880 downcope.com mown cape eagkeerift enc. civil engineers land surveyors 939 Mcin Street ( Rte 6A) YARMOUTHPORT MA 02675 21-377 DELMONACO.DWG / Q pi 1/,E-D w EXISTING DWELLING TOF = 28.7'N or 10 ABUT DWELLING �Ls2 �77vo' 06 V LOT 29 0i 16,067± S.F. to PATIO ZONING SI-7 9AC'KS, ITYP.) 13 GARDEN 0 0� 046-W Scale: 1"= 20' -z 2 0 4 01 1. DATUM IS N6VD88 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. ABUT DWELLING DATE DANIEL A. OJALA, P.E., P.L.S. MENOLM SCALE 1"=2000'± ASSESSORS MAP 149 PARCEL 61 LOCUS IS WITHIN FEMA FLOOD ZONE X (AREA OF MINIMAL FLOOD HAZARD) AS SHOWN ON COMMUNITY PANEL #25001CO576J DATED 7/16/2014 ZONING SUMMARY ZONING DISTRICT: R-40 RESIDENTIAL 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% OWNER OF RECORD DOREEN & GIOVANNI DELMONACO 120 HOMERS DOCK ROAD YARMOUTH PORT, MA 02675 �014 In -Vo R. 34533 PG19t PB 229 PG 31 FINAL SITE AS —BUILT PLAN OF 120 HOMERS DOCK ROAD YARMOUTH PORT; MA PREPARED FOR DOREEN DELMONACO DATE: JUNE 2, 2023 'R E C E I V!= D [JUN 212023 BUILDING DEPARTMENT SURVEY: NHO DRAFTED BY: NHO CHECKED BY: PAO 21-377 DELMONACO.DWG BICE #21-377 mmwmmmmmmmm�