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HomeMy WebLinkAbout2022 Sign off Transmittal - Home upgrade from 2 - 3 bedrooms i ov.-Y. ,,k,i. TOWN OF YARMOUTH c HEALTH DEPARTMENT ''V• PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To he completed by Applicant: 0 Building Site Location: .--© all Ile 6 i ' f 0._ I it i (, IA i /— Proposec Improvement: ' I6 I I l .1 A •4/ ' 0 14 .7L) P P _ e f.%1Ti r hr 43 i I..a :tr Applicant: :))(pef I I It,O(1Gt�.0 Tel. No.:93I q -lip LO Address) 44 Ow ]\ S� 1 ^ 05 kl.- (s )1 4 Date Filed: 37-27— .2.Z **/fyou would like e-mail notification of sign off please provide e-mail address: 4411 ee/1 de, V s 0, Owner Name: VDDC. r* Cq LC)decn(\A Vj 10 U4, ) Owner Address: P \gym �Ck._c \ . ,J�ewner Tel. No.:� l Z 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, J1.2,_ ____— _ and septic system location; (2.) Floor plan labeling ALL rooms within building M�,� "'J?? (all existing and proposed) — HEA._ Note: Floor plans not required for decks, sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY: ;:i/7\/VDATE: C (7/°\ r PLEASE NOTE COMMENTS/ ONDITIONS: t0'JS enc., c v j ef--cf.A- ,D -- l v a ci --L,L, C '1- R cl t--L IA_c?— e" -v, d` i3 et c ,vee,sc. (40c.44 p s-ris /:.c:4,(ltj '• 13QcVcJ f T RENOVATIONS AT STAMP: Z 0 U) W HE DELMONACO RESIDENCE o c� 0 :. o ABBREVIATIONS SYMBOLS SCHEDULE OF DRAWINGS << AS. ANCHOR BOLL. JT JOINT T-1 TITLE SHEET AF.F. ABOVE FINISH FLOOR. LAG LAG BOLT NORTH ARROW A-1 FIRST FLOOR PLAN. o z ACT ACOUSTICAL TILE LAM. LAMINATE AV. LAVATORY LA Lij ALUM ALUMINUM LA-2 SECOND FLOOR .PLAN LLJ O ANDD ANODIZED L LENGTFj SECTION INDICATOR -LETTER IN TOP o 0 AT MFR MANUFACTURER HALF OF CIRCLE INDICATES THE A-3 ELEVATIONS BSMT. BASEMENT - M.O. MASONRY OPENING 2 SPECIFIC SECTION. THE NUMBER AND WINDOW TAT �7 BIT BITUMINOUS MAT. MATERIAL LETTER IN THE BOTTOM HALF INDICATES YYINDOYY & DOOR SCHEDULES o A-6 BILK BLOCK MAX MAXIMUMU M THE DWG. No BLKG BLOCKING MECH. MECHANICAL A-4 ELEVATIONS. W Z BOTT BOTTOM MIN. MINIMUM + 45.5 NEW SPOT ELEVATION A-� FOUNDATION PLAN �BHN 0 Q B.O.W. BOTTOM OF WALL MTD. MOUNTED 5 EXISTING SPOT ELEVATION 1 V ND B +/- 45. M BEAM No NUMBER A -6a FIRST FLOOR FRAMING PLAN/ 0 >_ BLDG BUILDING NOM. NOMINAL LEVEL LINE OR WORKING POINT r _ CPT CARPET N.I.C. NOTIN CONTRACT NAILING SCHEDULE WN . CSMT CASEMENT N.T.S. NOT TO SCALE 10t' ROOM NUMBER CK CEILING G> 0. C. ON CENTER A-6 SECOND- FLOOR &. ROOF. FRAMING _ CLG CEILING OH OVERHEAD. O DOOR NUMBER r— CLOS CLOSET OPNG. OPENING - PLANS COL COLUMN PNT, PAINTA WINDOW TYPE - CONC. CONCRETE - PTD PAINTED A-7 BUILDING SECTIONS/DETAILS CMU CONCRETE MASONRY UNIT PNL PANEL WALL TYPE CONST. CONSTRUCTION PART, PARTITION I I - CONT. CONTINUOUS PL PLATE cJ CONTROL/CONSTR. JOINT PLA& PLASTER Q REVISION MARK CTSK COUNTERSUNK P.LAM. PLASTIC LAMINATE DET. DETAIL PLBG. PLUMBING - DIA DIAMETER PLYWD PLYWOOD O CONCRETE - PLAN OR SECTION TITLE: DIM. DIMENSION P. T. PRESSURE TREATED DR DOOR 0. T. QUARRY TILE BRICK - PLANS OR SECTIONS -- - - - -- DH DOUBLEHUNG REQ'D REQUIRED DRWR DRAWER REF. REFIGERATOR CONCRETE BLOCK PLANS OR SEC. DWG(S) DRAWING(S) REV. REVISIONS Im DF DRINKING FOUNTAIN R RISER ON PLYWOOD DW DISHWASHER RD ROOF DRAIN ELEC. ELECTRIC(AL) RM. ROOM RM STEEL, LARGE SCALE TITLE SHEET I EL ELEVATION R.O. ROUGH OPENING ELEV. - ELEVATOR SECT. SECTION ROUGH LUMBER EMER EMERGENCY SCHED.- SCHEDULE Il%TT�. FINISH LUMBER EQ EQUAL SPEC. SPECIFICATIONS L_W�11.e EXIST, EXISTING SL SIDELIGHT INSULATION - RIGID or EXG STD. STANDARD: EJ. EXPANSION JOINT. S&P SHELF&POLE INSULATION - BATT EXP EXPOSED STL STEEL EXT: EXTERIOR SUSP. SUSPENDED IMM EARTH A c-c� FIN FINISHED THK THICK DATE ISSUED; FA FIRE ALARM T&B TOP&BOTTOM ISM COMPACT GRAVEL q EB.O: FURNISHED BY OWNER T&G TONGUE&GROOVE 12/21 /2021 FE FIRE EXTINGUISHER T.O.F. .TOP OF FOUNDATION z—z—x--x- WELDED WIRE MESH FL FLOOR(ING) T.O.W. TOP OF WALL. REVISIONS: FLUOR FLUORESCENT T TREAD PROPERTY LINE FT FOOT - TYP. TYPICAL- - p FTG. FOOTING UNFIW UNFINISHED - CENTER LINE. 02 18/2022 FND. FOUNDATION V.LF. VERIFY IN FIELD T S� also Project Specifications): GENERAL' NOTES (See a s I]I VIN finished to match adjoining surfaces. Patched areas shall be finished in such a manner U 1. The General Conditions the Contract Documents are complimentary. 0. All voids created or surfaces disturbed resulting from cutting, removal or installation of statethat zQ 2. Provide the services of a Massachusetts Registered Surveyor to I ayou t structure on site 10. Except as in the Documents, no structural member or element shall be cut and establish existing elevations. Elevation of finished floor shall be established by LSI 0 Q cutting and shall advise the Architect of any potential conflicts With new or existing 3. The General Contractor is responsible for all the Work. o Iz 1L Demolition Work only b carried out once all temporary shoring and bracing is in B. Make joints tight and neat. if such is impossible, apply moldings, sealant or other cn Cn w joint treatment as directed by Architect. WC eWIDE/WIDTH. HE DELMONACO RESIDENCE o c� 0 :. o ABBREVIATIONS SYMBOLS SCHEDULE OF DRAWINGS << AS. ANCHOR BOLL. JT JOINT T-1 TITLE SHEET AF.F. ABOVE FINISH FLOOR. LAG LAG BOLT NORTH ARROW A-1 FIRST FLOOR PLAN. o z ACT ACOUSTICAL TILE LAM. LAMINATE AV. LAVATORY LA Lij ALUM ALUMINUM LA-2 SECOND FLOOR .PLAN LLJ O ANDD ANODIZED L LENGTFj SECTION INDICATOR -LETTER IN TOP o 0 AT MFR MANUFACTURER HALF OF CIRCLE INDICATES THE A-3 ELEVATIONS BSMT. BASEMENT - M.O. MASONRY OPENING 2 SPECIFIC SECTION. THE NUMBER AND WINDOW TAT �7 BIT BITUMINOUS MAT. MATERIAL LETTER IN THE BOTTOM HALF INDICATES YYINDOYY & DOOR SCHEDULES o A-6 BILK BLOCK MAX MAXIMUMU M THE DWG. No BLKG BLOCKING MECH. MECHANICAL A-4 ELEVATIONS. W Z BOTT BOTTOM MIN. MINIMUM + 45.5 NEW SPOT ELEVATION A-� FOUNDATION PLAN �BHN 0 Q B.O.W. BOTTOM OF WALL MTD. MOUNTED 5 EXISTING SPOT ELEVATION 1 V ND B +/- 45. M BEAM No NUMBER A -6a FIRST FLOOR FRAMING PLAN/ 0 >_ BLDG BUILDING NOM. NOMINAL LEVEL LINE OR WORKING POINT r _ CPT CARPET N.I.C. NOTIN CONTRACT NAILING SCHEDULE WN . CSMT CASEMENT N.T.S. NOT TO SCALE 10t' ROOM NUMBER CK CEILING G> 0. C. ON CENTER A-6 SECOND- FLOOR &. ROOF. FRAMING _ CLG CEILING OH OVERHEAD. O DOOR NUMBER r— CLOS CLOSET OPNG. OPENING - PLANS COL COLUMN PNT, PAINTA WINDOW TYPE - CONC. CONCRETE - PTD PAINTED A-7 BUILDING SECTIONS/DETAILS CMU CONCRETE MASONRY UNIT PNL PANEL WALL TYPE CONST. CONSTRUCTION PART, PARTITION I I - CONT. CONTINUOUS PL PLATE cJ CONTROL/CONSTR. JOINT PLA& PLASTER Q REVISION MARK CTSK COUNTERSUNK P.LAM. PLASTIC LAMINATE DET. DETAIL PLBG. PLUMBING - DIA DIAMETER PLYWD PLYWOOD O CONCRETE - PLAN OR SECTION TITLE: DIM. DIMENSION P. T. PRESSURE TREATED DR DOOR 0. T. QUARRY TILE BRICK - PLANS OR SECTIONS -- - - - -- DH DOUBLEHUNG REQ'D REQUIRED DRWR DRAWER REF. REFIGERATOR CONCRETE BLOCK PLANS OR SEC. DWG(S) DRAWING(S) REV. REVISIONS Im DF DRINKING FOUNTAIN R RISER ON PLYWOOD DW DISHWASHER RD ROOF DRAIN ELEC. ELECTRIC(AL) RM. ROOM RM STEEL, LARGE SCALE TITLE SHEET I EL ELEVATION R.O. ROUGH OPENING ELEV. - ELEVATOR SECT. SECTION ROUGH LUMBER EMER EMERGENCY SCHED.- SCHEDULE Il%TT�. FINISH LUMBER EQ EQUAL SPEC. SPECIFICATIONS L_W�11.e EXIST, EXISTING SL SIDELIGHT INSULATION - RIGID or EXG STD. STANDARD: EJ. EXPANSION JOINT. S&P SHELF&POLE INSULATION - BATT EXP EXPOSED STL STEEL EXT: EXTERIOR SUSP. SUSPENDED IMM EARTH A c-c� FIN FINISHED THK THICK DATE ISSUED; FA FIRE ALARM T&B TOP&BOTTOM ISM COMPACT GRAVEL q EB.O: FURNISHED BY OWNER T&G TONGUE&GROOVE 12/21 /2021 FE FIRE EXTINGUISHER T.O.F. .TOP OF FOUNDATION z—z—x--x- WELDED WIRE MESH FL FLOOR(ING) T.O.W. TOP OF WALL. REVISIONS: FLUOR FLUORESCENT T TREAD PROPERTY LINE FT FOOT - TYP. TYPICAL- - p FTG. FOOTING UNFIW UNFINISHED - CENTER LINE. 02 18/2022 FND. FOUNDATION V.LF. VERIFY IN FIELD T S� also Project Specifications): GENERAL' NOTES (See a s 8.` Existing surfaces disturbed during the course of the Work shall be reconstructed and VIN 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. 1. The General Conditions the Contract Documents are complimentary. 0. All voids created or surfaces disturbed resulting from cutting, removal or installation of statethat elements as part of the Work shall be filled and finished to match adjoining construction. 2. Provide the services of a Massachusetts Registered Surveyor to I ayou t structure on site 10. Except as in the Documents, no structural member or element shall be cut and establish existing elevations. Elevation of finished floor shall be established by provided Without Written approval of the Architect. The General Contractor shall coordinate all Architect With elevation inf@rmation provided by Surveyor. cutting and shall advise the Architect of any potential conflicts With new or existing 3. The General Contractor is responsible for all the Work. structure. A. Build and install parts of the Work level, plumb, square and in correct position. 1L Demolition Work only b carried out once all temporary shoring and bracing is in B. Make joints tight and neat. if such is impossible, apply moldings, sealant or other shall ary supports shall be completed only after new Work is secure place. Removal of all temporary joint treatment as directed by Architect. WC eWIDE/WIDTH. C. Under potentially domp conditions, provide galvanic insulation between different and complete. metals Which are not adjacent on the galvanic scale. 12. All materials, equipment and Workmanship shall conform to the requirements of D. Apply protective finish to parts of the Work before concealing them. For example, authorities having jurisdiction of the Work. paint door tops, bottoms, glazing stops, glazing rebates, and hardware cutouts before them. 13. All materials and equipment shall comply With the Occupational Safety and Heolth Act, hanging doors, and paint corrodible mounting plates before installing parts over E. Where accessories are required in order to install parts of the Work in usable form including all amendments. and to make the Work perform properly, provide such accessories. If special tools 14. All materials and equipment shall conform to the requirements of authorities having are required to maintain, adjust and repair products, provide them. jurisdiction regarding not using or installing asbestos or asbestos -containing materials. F. Follow manufacturer's instructions for assembling, installing and adjusting products. 15. All used on all products and assemblies shall conform to A.N. S.I. Z66.i, Do not install products in a manner contrary to the manufacturer's instructions paint Specifications for Paints and Coatings Accessible to Children to Minimize Dry Film Toxicity. unless authorized in Writing by the Architect. WITHOUT G. Adjust and operate all items of equipment, leaving them fully ready for use. 16. All Warranties, guarantees and service maintenance agreements shall commence_ on the H. The division of the Documents into Architectural, Structural, Electrical, Mechanical, date of Substantial Completion of the Work or of the item being guaranteed, Whichever is Plumbing and Civil components is not intended as division of the Work by trade or later, so that the Owner may receive full use of the item for the guarantee or Warranty otherwise. period. 1. Provide utility installations from lot line to house including underground electrical, 17. GENERAL WORK TO BE PERFORMED AS PART OF THE GENERAL CONSTRUCTION: Water, telephone and CATV to comply With all local codes and requirements. Seal and openings to make the exterior skin of the building tight to Water and J. Concrete shall have compressive strength of 3000 psi @ 28daysfor Walls and A. cracks 3500 psi @ slab Work, and reinforcing rods & Woven Wire fabric (WWF) per drawings. 'steel air entry. B. Provide adequate blocking, bracing, noilers, fastenings and other supports to install Where noted, provide hard 'trowel finish on slobs. of the Work securely.: Blocking, bracing, noilers, fastenings and other supports Domhall be factor manufactured semi—mastic consistency from asphalts s y parts shall be of a type not subject to deterioration or Weakening as the result of and mineral. fibers, and installed on all Walls and footings. and mineral Piers for decks shall be concrete filled Sonotube forms. environmental conditions or aging. C. Perform cutting and patching for all trades. Patch holes Where ducts, conduit, pipes 4. The General Contractor shall verify all dimensions at the site and shall notify the and other products pass through or are being removed from existing construction. Architect of any discrepancies before proceeding With the Work or purchasing materials D. Provide chases, furred spaces, trenches, covers, pits, foundations and other or equipment, Verify critical dimensions in the field before fabricating items Which must construction required in conjunction With the Work. If such construction is not fit adjoining construction. shown on the Drawings, coordinate With Architect for sizes and placement_ 5. Ali details are typical unless otherwise noted and are not necessarily shown in the E. Provide and coordinate access doors and panels as required for access to equipment for requiring adjustment, inspection, maintenance or other access and as required access Documents at all locations Where they occur. to spaces not otherwise accessible, such.. as attics and crawl. spaces: 6. The Architectural Documents govern the location of all Electrical and Mechanical items F. Check Drawings and manufacturers' literature for requirements for bases, pads, and installed as a part of the Work. other supporting structures. Provide such structures. Remove supporting structures 7. Existing items Which are not to be removed and are damaged or removed in the course associated With removed equipment and patch remaining surfaces. of the Work shall be repaired and replaced in like new condition Without cost. G. As port of one year Warranty specified in the General Conditions, repair cracks and shrinkage Burin the first year and Y I of settlement9 other damage Which. occur as a result9 __ 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". FURR HDD FURRED(ING) VIN VINYL A,�,/ DRAWN. BY: DRAWINGS _ ARE REPRESENTATIONAL ONLY REPRESENTATIONAL G GAS VCY VINYL COMPOSITION TILE - GALV. GALVANIZED VWC VINYL WALL COVERING GC GENERAL CONTRACTOR WC eWIDE/WIDTH. WATER CLOSET GL GLASS/GLAZING GR GRADING W/ .WITH GYP.BD. B GYPSUM BOARD HARDBOARD W/0 WITHOUT W.W.M. WELDED .WIRE MESH HDWD HARDWOOD WD WOOD HVAC HEATING,VENTILATING, &AIR CONDITIONING HDWR HARDWARE HGT HEIGHT H METAL HOLLOW H.M.W INT.INSULATION INT. JOINT - A,�,/ DRAWN. BY: DRAWINGS _ ARE REPRESENTATIONAL ONLY REPRESENTATIONAL PROJECT # _ DO NOT DRAWING NO.: SCALE��L DRAWINGS 0 1 Z02 TI HEALTH DEPT. 2 EX. POST LAMP / Z iO HITECTURAL SITE PLA 1"=ro,-o" VARIOUS SHUBS PROPOSED ROOF OVER EX. BRICK STOOP EX. BRICK WALK PROPOSED PORCH ADDITION ASPHALT / DRIVEWAY / EXPANDED / LAWN /, II EX TREES i/ / Z EXISTING / DWELLING / LAWN / PROPOSED / GARAGE / ADDITION / AS-S-E5S0RS / MAP 14J-�, / PARCEL 61 -j 16,067± SF / .4v INFORMATION ON THIS PLAN WAS TAKING FROM A SEPTIC PLAN PREPARED BY DOWN CAPE ENGINEERING YARMOUTHPORT, MA. -DATED NOV. 8, 2021 STAMP: Z w 0 III I U z Q w O < LD V l G V) W O O O Oa Q�-- >QQ (n� O z 0 111- - => => C OL W Z � < O > Li N TITLE: ARCHITECTURA SITE PLAN DATE ISSUED: 12/21/2C REVISIONS: 02/18/2022 DRAWN BY: PROJECT #: DRAWING NO.: STAMP: II III II I II II 1� 1 I SUN RM_ II I II II I II I II I U7 W D J --' - - - - Q co Q:� N Lij \y UIIU F-- 'r� r- -11-- W Q ft -1 I I DINING I BATH 1 III III �I�I I-- — IU� 0_0LJI J LLo 71F KITCHEN BEDROOM 1I uI BATH 2 IL 1----- LI LINEN IL\ i I�--- - - =-G�- IT :L \v U — — — — C --LOSE — — — — I GARAGE Illy' z Q O Q N �T I IIi z w ------------------------, II E U 0 o r DEN Q BEDROOM 2 II LIVING RM III � O r , IIIIL ICLQSE IL L----- - Q ~ U I�------� > Q Q u� Z III II I III III O Z 1 I I z O Iw Ir -T I __-=_-___ J�====_= J� w= 1 CLOSET /i / \ - - - - - - Li Q W N 71 INDICATES WALL, DOORS, WINDOWS, ETC. TO BE REMOVED TI TLE: 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. FIRST FLOOR FIRST FLOOR DEMOLITION PLAN DEMOLITION SCALE: 1/4"=1 -0" PLAN DATE ISSUED: 12/21/2021 REVISIONS: 02/18/2022 DRAWN BY: PROJECT #:- DRAWING NO.: 36'-0,. 12'-0" V-6" 1,-6,> 10'-2" 3/4" 8'-7Y2„ 2'-p" 5'-0" 2'-0" _ - ADDITION. 13';I Y2„ 7'- 9 N P:: F �1 F 1 LJ N GAS F/P NEW STONE PATIO CN t� REFINISH EXISTING DECK NEW STOOP SUN RM W/COMPOSITE DECKING W/COMPOSITE I ECKWG O RAISE FLOOR NEW LEVEL TO HOUSE 60"x48 O PVC RI 4SING STATI O 6" BOXOUT 03 WDW w/5' EX. DOOR E O GLIDING WDW O TO REMAIN 00072" CO 6'-5„ r - - 6'-9" EAT POWDER, L D/W RANGE WIC 45" RM I ITC o KITCHEN o 0 l BY OTHERS-' M. BATH i N09 ±14'-2" IS -1" O LVE o a E UNEN 14_ Z DINING I 4' 0„ 28" 7' I CLOS o I 12 13 I GARAGE 2'_4" DUCT CHASE TYPE "X" GWI3 2'-5" ------- FOR HCLG. VAC ON WALLS O 3 -6„ 36" CO 5, 8„ & C 11 "1 I FURR OUT WALL 2" 36" REF I 36" - V O M. BEDROOM 10 - - — - — - — — — ------ ±15'-6" STAC 06 W/D---------------, N o "� MUD RM ------------------------------ 3'-10" Sm LIVING RM ui 0- 3'-4" CLOS T OBRO O 1870 OH DOOR 02 I 0 COVERED PORCH 0 O O ADDDITIOITIO COMPOSITE ECKWG ;n OVERS PORCH A B A 1 " N DRAWN BY: PROJECT #: DRAWING NO.: REP ITION M i 00 to a EXPANDED 6 B )XOUT U Z Q NEW OOR 0 BRICK STOOP WDW 2" �^ 0 O F-�0 C)0 8"x8" PVC POSTS Q Q u% O z 8"x " PVC POSTS w/ W O w cr-0 �i 7 J W = Q 0 W/CAP & BASE-TYP O CA & BASE TYP PROVIDE ANCHORS FOR TI TLE: FIRST FLOOR PLAN DATE ISSUED: 12/21/2021 POSTS 2'-10" 4._3" 3'-73/8,. 5,_95 ,. 3.-0,. 2'_10Yz" 18'-0" 2'-7Y2" T-10 " 9'-2" 4'-2 10,-0" Ilk 13'-8" 26'-6" 34'-0" 4T-8„ 5m SMOKE DETECTOR AREA CALCULATIONS 1ST FLOOR LIVING SPACE 1,540 S.F. co CARBON MONOXIDE DETECTOR INDICATES NEW WALL CONSTRUCTION 2ND FLOOR LIVING SPACE 772 S.F. wt HEAT DETECTOR 2,312 S.F. TOTAL LIVING SPACE FIRST FLOOR PLAN SCALE: 1 /4„=1'-0” DRAWN BY: PROJECT #: DRAWING NO.: z CD F W Q J Q V) Q� J : LSII- _ U Z W _ m U cy- S'Q M i 00 to a U Z Q Lj O Q c 09 W �^ 0 O F-�0 C)0 Q Q u% O z n,- W O w cr-0 �i 7 J W = Q 0 O LIJ N TI TLE: FIRST FLOOR PLAN DATE ISSUED: 12/21/2021 REVISIONS: 02/18/2022 DRAWN BY: PROJECT #: DRAWING NO.: A ` 34'-0" 12'- 0" 32'-0" --- T-10" -Zv4 - 4 O I — — — — — — — — — — — — i I-- 00 IN i CAB \ - WDW SEAT Wl W SEAT o I CLO 16 r o 0 59 O CLO r t 7'-6" BATH 1- 2 z' > 00 - - m •o - 17 20 BEDROOM 2 Sm ATTIC I Sm ACCESS I Sm o O ^i i6 ABOYE � iE UNFINISHED ATTIC C O L-- J Co M 0DN. 1 2.-6.. 0 00 N 00 1 1 1 4 1n BEDROOM 3 t14'-2" 3'-10" 15'-9" �I I II 7z I I L-- ----- -- - - -- H 0 1 N 3'-4" 9'-0" 12'-10" 9'-0" 34'-0,. SECOND FLOOR PLAN SCALE: 1/4"=1'-0" z c� c w Q J Q C7 ry J D M LSI F— Z U00 W _ 00 m U 0 S' Q 8- W U Q Z Q w 0Q n cn C/-)77 a w all u O o cl� U lI. QQ cn :I- 0 O z W 7; 0 0 W 0 oQ W N TITLE: C SECOND FLOOR PLAN DATE ISSUED: 12/21/2021 REVISIONS: 02/18/2022 DRAWN BY: PROJECT #: DRAWING NO.: _ - - STAMP: 0 L' N N +I NEW ROOF FRAME 2- NEW SHED DORMERS ASPHALT SHINGLES ON TRI -FLEX UNDERLAYMENT ALUM GUTTERSON 1x8 PVC FASCIA BDS.-TYP 1x8 PVC FRIEZE BDS-TYP — VINYL SHUTTERS 12 4 FRONT ELEVATIO NEW PORCH ADDITION o EXTEND BRICK CHIMNEY AS NEEDED 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"-8" 244GW5040 -- 10 TO BE DETERMINED BY OWNER -- 2 -6" 6 -8 ANDERSEN 11 TO BE DETERMINED BY OWNER -- 3'-0" B'-8" H 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 -- 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" C-8" -- 19 TO BE DETERMINED BY OWNER -- 2'-6" 6'-8" -- 20 TO BE DETERMINED BY 0WNER -- 2'-6" 6'-8" -- WINDOW SCHEDULE z 0 (n W 0 J Q (n EC _j WH — � Qw 0= myLO 3Q Manufacturer Model TYPE SIZE NOTES Symbol WIDTH R.O. HEIGHT R.O. ANDERSEN ADH1848 DBL HUNG 1'-10" 4'-8" *SEE NOTE 7 A ANDERSEN APW5048- PICTURE 5'-D" 4`-8" *SEE NOTE 7 -B ANDERSEN ADH2644 DBL HUNG 2'-6" 4'-4" -- C ANDERSEN ANN2424 AWNING 2'-4" 2'-4" -- D ANDERSEN ADH1836 DBL HUNG V-10" 3'-0" -- E ANDERSEN ADH1844 DBL HUNG 1'-10" 4'-4" w F ANDERSEN 244GW5040 GLIDER 5'-0" 4'-0" TEMPERED G ANDERSEN 244GW6040 GLIDER 6'-0" 4'-0" TEMPERED H 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 I■mm�■■1 mnn■■ml Inn■■nnn mnm■ml • � . • • ., POSTS8"x8" PVC • ._ 12,103 TION _- 48"x48" CUPOLA 1x3 PVC DRIP BD. ON 1x8 PVC RAKE BD W C SHINGLES 5 2" EXPOSURE ON BLUESKIN UNDERLAYMENT ON FRONT. PATCH & REPLACE ALL OTHER AFFECTED AREAS AS NEEDED PVC CROWN MOULD HEAD CAP ON 1x6 PVC HEAD TRIM -FRONT ONLY -1x5/1x6 PVC CORNER BDS-TYP RIGLE,HT SIDE 9 TI TLE: ELEVATIONS DATE ISSUED: 12/21/2021 REVISIONS: 02/18/2022 DRAWN BY: PROJECT 11:_ DRAWING NO.: z 0 (n W 0 J Q (n EC _j WH — � Qw 0= myLO 3Q N M I 0 I a W U 0 Z Q w 0Q n cn w Z � D0 ry Q Q o z p-� '- Z 0 W O w 0� J W I 0 W N c— TI TLE: ELEVATIONS DATE ISSUED: 12/21/2021 REVISIONS: 02/18/2022 DRAWN BY: PROJECT 11:_ DRAWING NO.: EX. DOOR TO REMAIN qui 6" BOXOUT GLIDING WDW W/COMPOSITE DECKING _ F-� 0 Z (n QQ v LLJ o z �/ Q w� o J Q o= w _ 07 J C"4 - LL1 Frl Z U 00 rn I— _ o EX. BULKHEAD W U Q W O Q V l V W U O ry _ F-� 0 o QQ v r o z �/ o = w� o o= w _