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HomeMy WebLinkAbout674_1_001_166.37-2-24_18_AVERY STREET_PLANS I - -- - -_ - -- I - I I AVERY WIDTH OF PAVEMENT=25±FT. II STREET No. DESCRIPTION DATE REVISIONS I IW 3r N Q Q 0 I (nU } _J Z Z ~ Q CURB %1 0 - 0 r W CON C. z UTILITY OVERHEAD UTILITY LINES I- )--U o APRON POLES U QJN (rQI CONCRETE SIDEWALK O a o z S88600'00"E ' J 2 o W ° a 115.00 • �, - 0 ,� oa — — Q SPLIT RAIL FENCE � _ } NN o o ' � _ OO o owH _ PAVED < Y o > -- o O 0 - DRIVEWAY 3 z v 4; > vi 00 00_C _ _ Qz � Z N a Y. to i!) c N U $- U n" X L� F-- Q -, z• o FRONT SET BACK LINE U ❑ _ o oM � ._ wo � w+, c� > w W r \ i In WORK IS TO BE AS SHOWN & Cr) IN M 20'-0" J NOTED AND IN ACCORDANCE `r • o GAS COVERED ELEC. WITH MANUFACTURER'S PORCH ROOF LINE (TW.) RECOMMENDATIONS, TRADE METER L METER n1S ASSOCIATION PUBLISHED " RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY W PRACTICES. 0 M Li- 0 0 cn La w z METAL FENCE La "6 ❑ 13 ❑ o ❑ ❑ o a EL ❑ a a o ❑ 2 STORY HOUSE 2 NO. 18 AVERY STREET PROPOSED ADDITION 4 0 0 0 0 M La CC a a ^ l w /_ 24'-10" l_.) - ❑ ���C.-)� I- 1_,I .73 53 all CA w ❑ LANDS NOW OP, FORMERLY OF COC $•,, Y 0 DONALD AND JOANNE SMITH ♦� �, Q U CO i z • COVERED ; LANDS OF w BOOK 898 OF DEEDS, PAGE 166 PORCH a0 O O w i L L L L L L SCOTT O.AND DEBRA L. CARTIERSARTIER Q U ° L.0 •�-' I 1 Q� PAVED WALK ^'L L L LLL o :.-i • v ___ LLLLLL, DEED NO. 2012034936 I-- V) a '� Cin /� LLLLLLLLLLLLL _ Q V 1 AREA- 15,468± SQ. FT. °' LANDS NOW OR FORMERLY OF LLLLLLLLLLLLL Q� Q SHERMAN N. AND MARY K. MOORE ' I l LLLLLLLLLLL 7,-4.1'/11/4/2 Ail/PC/7 Na .� _LLLLLLLLLLL w ► °O CL 166.. 7-2-24 ❑ o (/) BOOK 937 OF DEEDS, PAGE 991 —LLLLLLLL.LLLL _LLLLLLLLLLLLL _LLLLLLLLLLLLLL ❑ r--� ti) Ct • ..., _LLLLLLLLLLLLLLLL_L ^4 .. O Lu 4ct — LL. , _ ;•-I L L-L LCONCRETE BLOCK PATIO— _, _L (INTERNAL WALLS, FIRE PIT, STEPS, ETC.L L L LI_L_L o ^ ' CACt • _LLLLLARE NOT SHOWN)LLLLLLLLLLL _ oar �V • _LLLLLLLLLLLLLLLLLLLLLLLLLL z _L LLLLLLLLLLLLLLLLLLLLLLLLLL _ C-2) PAVED -' ■ _LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLI . DRIVEWAY w _LLLLLL LLLLLLLLLL LLLLLL SHED m LLLLLLLL LLrLL • _CELL ,$N,". • GARAGE . �0 � ��/ L — _ --1 ( w �U — _ _ _ _ • ��%�� OQ _ REAR SET BACK LINE— — — k U o — , �// w o z SHED cr 3 CAD FILE NAME Z 0 o ACRD\CARTIER RESIDENCE\C-1 0 _.L 1J • O SCALE " IT o 1/8" =1'-o" • 0 N THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS DRAWING TITLE • PLOT S89'55'58"W 23.05' cAre • —x—x4-x--x---x—x--x-----x- x xN85'14'45„W PLAN WIRE FE!vcE _- - 92.08' • 901A14 CHAIN LINK FENCE --C =---- -_�_ ' • ■ DRAWING No. LANDS NOW OR FORMERLY OF A- 1 JOSEPH J. AND RACHEL RADOVICH LANDS NOW OR FORMERLY OF BOOK 785 OF DEEDS, PAGE 328 JOHN SCIANGULO LANDS NOW OR FORMERLY OF 1 REMOVE EXISTING SHINGLES AND 'ROOF `FRAMING --- No. DESCRIPTION DATE 0 REVISIONS I I tat -I ,n i 1.L. Q I I D © W:04j: � — — U _ , Mi' 11 ... ii I ..I • \\ _. Z C20;p I L J z § X 6.9 2 PI v o a T 5 i 00 d- i- — w ce J� / o c— ›- to p O m -2 y 00 >+ awty _ 3 0 cZ rr.N= 5DQ d Z x ap )F 9 Dtw Ux� i_ < < C D co _ LL X La c.9 >°e�w I- 'REMOVE EXISTING WINDOW -FR ON T ELEVATION WORK IS TO BE AS SHOWN & I °f AND WALL FRAMING FOR. 1/4" = 1'-0„ NOTED AND IN ACCORDANCE NEW DOOR OPENING WITH MANUFACTURER'S I I RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED 1 I RECOMMENDATIONS AND II GENERALLY ACCEPTED LOCAL A N CONSTRUCTION INDUSTRY ///' .�; ,' may;;`` PRACTICES. I I • ii •` `�% REMOVE EXISTING SHINGLES ��.y i' `.�; �` AND ROOF FRAMING / / r" 1 NN.„ j I rarallawalil �� i' I I 1 1 1a I I I III �% �� �_- REMOVE EXISTING WINDOW .' e' 1�i � w`� 1 Ii I ', '^`�`% —a.-1If REMOVE EXISTING WINDOW ��' i i' IIII III I �,'' - `% % AND INFILL OPENING / '' I IIII III I �' ,' ' •• s' i' III III I II 1 i' # ``�`%�` 1. Tit 161.4 / f iallitequirl `O o IN, 111-tl . . . , N' � �}• �—i 1 1 1 11! . cia) __-___ ____-----__-___. I I I III I I II III 1..{ Iat III tIi '.' REMOVE EXISTING WINDOW 0 INR IN IMI 1L1 �'�, 1 I L J.1 1 I ------I 11 0 A= 8 `ami:�-giI, - ;•rias=s_y; 0 REMOVE -EXISTING SIDING & TRIM Z PARTIAL DEMOLITION PLAN3 -t . - O° SIDE ELEVATION Z ' — o Tilmrs S-4CI4 !WO ON 41MMIIIMMINIIMNININIIIMIMMIIIIIMIIMININI C.2) _ REMOVE EXISTING SHINGLES DEMOLITION NOTESzi.z--1 AND ROOF FRAMING -- INDICATES EXISTING CONSTRUCTION TO BE REMOVED-CONTRACTOR I SHALL PROVIDE SUPPORT OF ALL STRUCTURAL COMPONENTS PRIOR TO -DEMOLITION. t I I 1— , iiai/�i�iiiiiiiiaiaiiiiiiiiiiiiiiiiia�iiiiiiiiiiaiii�,,, i / / , ... /,,,,, � � � � I 1 j ,t.,/,,,,.yii,z% 1 I ,\CJI,/" ,. ; / / ; ' t , it I 1 , I ° . /7 i, : // / ��/` 11 REMOVE EXISTING SIDING & TRIM 1 CAD FILE NAME 11 1 Il 11 . ACADVEBBIE&SCOTT CARTIERVESIOENCE \ SCALE ' S AS`NOTED \ THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS DRAWING TITLE „r . . E ON _ S:+ PLAN r gg . , & y 4s 3 REAR ELEVTION li� ' ..it.,/„,,i,' k 1 ELEVATIONS 1/4" = 1'-O" '.:1----', y • P DRAWING No. z� Y , x;t *''d- ENERGY CODE COMPLIANCE NOTES LEGEND & NOTES PARTITIONS BETWEEN GARAGES & LIVING SPACE TO HAVE 5/8" FIRE CODE 1. C-RATED RECESSED LIGHTING FIXTURES SEALED AT HOUSING\INTERIOR GYP. BD. ON GARAGE SIDE OF WALL AND 1/2" FIRE CODE GYP. BD. ON FINISH AND LABELED TO INDICATE < 2.0 CFM LEAKAGE AT 75PA MUST BE USED. LIVING SPACE SIDE OF WALL. GARAGE CEILING TO HAVE 5/8" FIRE CODE GYP. BD. IN ALL INSTANCES. 2. AUTOMATIC OR GRAVITY DAMPERS SHALL BE INSTALLED ON ALL STUD WALL - 2x6 AT 16" O.C. AT EXTERIOR & BETWEEN GARAGE & LIVING OUTDOOR AIR INTAKES AND EXHAUSTS. SPACE W/FULL THICK INSULATION. 3. BLOWER DOOR TEST IS REQUIRED IN ACCORDANCE WITH NEW YORK STATE - 2"x4" AT 16" O.C. AT INTERIOR BEARING WALLS. ENERGY CODE. CONTRACT BETWEEN THE BUILDER AND TESTING AGENCY - 2"x4" AT 24" 0.C. AT INTERIOR NON-LOAD BEARING WALLS 4" CONC. SLAB SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF THE BUILDING PERMIT. FRAMING IS WWPA SPF#2 EXCEPT AS NOTED. No. DESCRIPTION DATE 2'-9"t ir FIELD VERIFY 6" COMP. FILL 4. ALL WOOD BURNING FIREPLACES SHALL HAVE GASKETED DOORS AND SIZE REVISIONS OUTDOOR COMBUSTION AIR. INDICATES MEMBER, SIZE & SPACING. +I LI- 5. THESE PLANS HAVE BEEN DESIGNED TO PROVIDE COMPLIANCE WITH THE SIZE INDICATES BEAM SIZE. ;o�:�o�oo"r REQUIREMENTS OF THE CURRENT EDITION OF THE NEW YORK ENERGY in 'n CONSERVATION CODE. 0 POST - SIZE AS INDICATED. IF NOT INDICATED POST IS TO BE 2"x4" OR 1.1.1 3 ,,- I o e 2"x6" TO MATCH WALL & EQUIVALENT IN NUMBER TO BEAM BEING SUPPORTED. Ct O D c' 3 N W CONCRETE SLAB SECTION 6. ALL HVAC SUPPLY DUCTWORK TO BE LOCATED COMPLETELY INSIDE O ALL STEEL POSTS WILL HAVE 3-1/2"0 MIN. J W Z THE BUILDING ENVELOPE. (, D = Z ~ Z 4- 7. ALL HVAC DUCTS, AIR HANDLERS, FILTER BOXES AND BUILDING FRAMING LUMBER SIZES ARE BASED ON WWPA GRADE SPF No. 2 EXCEPT ASo w NOTED. LUMBER IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE � W D CAVITIES USED AS RETURN DUCTS ARE TO BE SEALED IN ACCORDANCE a Z WITH THE REQUIREMENTS OF THE NEW YORK STATE ENERGY TREATED. I Z o o CONSERVATION CODE. LVL MEMBERS ARE BASED ON BOISE CASCADE VERSA-LAM. Et o 8. UNDUCTED BUILDING CAVITIES SHALL NOT BE USED FOR SUPPLY Q 0 L, TRUSSES TO BE FABRICATED IN ACCORDANCE WITH DESIGNS & DRAWINGS 6 , 0 z OF HVAC AIR. _J W E o SECTION 1 PREPARED BY A LICENSED ENGINEER OR ARCHITECT. GROUND SNOW LOAD 50 psf. N E T w i 9. PROGRAMMABLE THEROMATS SHALL BE INSTALLED ON ALL FORCED AIR DESIGN WIND LOAD 90 MPH, MAIN FLOOR LOAD 40 PSF. Q m 0 ~ . o 1/2 = 1'-0" A-1 A-1 (SLEEPINGPSF) a FURNACES. AREAS AND ATTICS 30 i `o (D N d Z 0 4'—O" MIN. °a a fy _ r N N 0 01- m 10. CIRCULATING SERVICE HOT WATER SYSTEMS SHALL HAVE AUTOMATIC BEARING LENGTHS & FRAMING CONNECTORS TO BE SIZED TO DEVELCP FULL Y v = a) g o o T J o I joOoCr OR ACCESSIBLE MANUAL CONTROLS. STRENGTH OF MEMBERS. (n o . C z .1- d- o 0 Z DU °� > vi a000 � a " Q .O OC za� Q - a - ? W c. 1 0°C 11. ALL HEATING/COOLING EQUIPMENT SHALL BE SIZED PER ACCA MANUALS PROVIDE FIRESTOPS ABOVE INTERIOR BEARING WALLS. o o 100' BASED ON LOADS PER ACCA MANUAL J OR OTHER APPROVED METHODS. U :coy x L` i_, ¢ a x a a. 4 a +OoC STAIRS: - ALL RISERS & TREADS TO BE EQUAL L x .6 0 Q ° 44 �° - STAIRS WITH MORE THAN 3 RISERS TO HAVE A HANDRAIL �° w 'r >° w A 1 o ••0•00•0oo�0n04-- (BOTH SIDES IF BOTH ARE OPEN) 1 o000o - MAXIMUM BALUSTER SPACING - SHALL NOT ALLOW THE iNI 10° PASSAGE OF A 4" SPHERE • ENERGY DATA30" WORK IS TO IN AS SHOWN & ° •� - OPEN PLATFORMS OR PORCHES MORE THAN A.F.F. OR A.F.G. NOTED AND ACCORDANCE TO HAVE GUARDRAILS. WITH MANUFACTURER'S DEGREE DAYS: 7635 HANDRAIL PROFILE TO HAVE GRIP SURFACE IN CONFORMANCE WITH RECOMMENDATIONS, TRADE FLOOR AREA: 953 sq. ft. SECTION 315.2 OF THE NEW YORK STATE RESIDENTIAL BUILDING CODE. ASSOCIATION PUBLISHED TYP. STEPPED FOOTING DETAIL STORIES: 2 RECOMMENDATIONS AND 1/2" = 1'-0" HEATING: GAS/OIL BOILER GENERALLY ACCEPTED LOCAL BASEMENT HANDRAIL TYPE I CONSTRUCTION INDUSTRY HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN PRACTICES. ENVELOPE COMPONENT PROVIDED OUTSIDE DIAMETER OF AT LEAST 1-1/4 INCHES (32 mm) AND EXTERIOR WALL R-21 NOT GREATER THAN 2 INCHES (51 mm). IF THE HANDRAIL IS ---- - NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF AT ROOF/CEILING R-38 LEAST 4 INCHES (102 mm) AND NOT GREATER THAN 6-1/4 FLOOR R-30 INCHES (160 mm) WITH A MAXIMUM CROSS SECTION DIMENSION FOUNDATION WALL R-10 OF 2-1/4 INCHES (57 mm). SLAB EDGE INSUL. - GLAZING R-3.0 MAIN STAIR HANDRAIL TYPE II HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES ENTRANCE DOORS R-3.0 MIN. (160 mm) SHALL PROVIDE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH (19 mm) MEASURED . A COPY OF THE ENERGY DATA INFORMATION SHALL VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND Sa...04 BE PERMANENTLY POSTED ON OR IN THE ELECTRIC ACHIEVE A DEPTH OF AT LEAST 5/16 INCH (8 mm) WITHIN it) DISTRIBUTION PANEL IN ACCORDANCE WITH SECTION 401.3 7/8 INCH BELOW THE WIDEST PORTION OF THE PROFILE. it r..4 ON THE NEW YORK STATE ENERGY CODE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH (10 mm) TO A LEVEL THAT IS NOT LESS THAN 1-3/4 INCHES -11 Lp 4mm) BELOW THE TALLEST PORTION OF THE PROFILE. THE 00 MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL N BE 1-1/4 INCHES (32 mm) TO A MAXIMUM OF 2-3/4 INCHES 3'-4" 17'--:1" 2'-10" / / (70 5 m ). EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCHCo.) ,-.. -O" 0 2 mm) O 3 3'-0" +-> ALL HANDRAILS ARE TO RETURN TO A WALL, NEWELL POST N el ORSAFETY------------------------------------------------- �, r-----,(- I h— -II TERMINAL. 0 O a r j r • mi V .I _ , / INTERIOR DOORS BASEMENT SASH-/ Ti C 1 - BEDROOMS: SINGLE 2'-8"x6'-8" H.C. OR PANEL g'�M t _ PAIR 2'-6"x6'-8" H.C. OR PANEL • CO.4C.4Q143 00 CI./ --, - CLOSETS: SWING 2'-0"x6'-8" b - REMOVE EXISTING BASEMENT SASH - FURNACE (WHERE REQ'D. FOR COMBUSTION AIR) 2'-6"x6'-8" ;I) g tt 9-1/2" AJS 25 SERIES & WALL BELOW FOR NEW ACCESS LOUVERED DOORS. , �� bb AT 16" O.C. - BI-FOLD WIDTH TO SUIT OPENING x 6'-8" - BATHS: 2'-0"x6'-8" H.C. OR PANEL (MIN.) ct (3) 11-7/8" LVL'S (FLUSH) r J ALUM. MOUNTING 1 (/)^^ ll - - .- _ _ -—1-,>, FLANGE - GARAGE 2'-8"x6'-8" S.C. OR OTHER 3/4 HOUR FIRE RATED tel./ + J LEFT SIDE PANEL DOOR WITH CLOSER, FULLY WEATHERSTRIPPED INCLUDING SADDLE. VARIES SEE CHART r:: 'in lo i DBL. JOIST c ` I- • - ALL BRANCH CIRCUITS IN DWELLING UNIT BEDROOMS THAT SUPPLY 125 VOLT, N / W I ce SINGLE PHASE, 15 and 20 AMPERE OUTLETS SHALL BE PROTECTED BY AN 8" `tARC-FAULT CIRCUIT INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE 1 > TYP. FOR v It N ENTIRE BRANCH CIRCUIT. ow ALL MODELS10 iw 9-1/2" AJS 25 SERIES IAll v> i N '�" AT 16" O.C. �' w II i A-1 A- a N@ CARBON MONOXIDE DETECTOR (HARD WIRED & INTERCONNECTEDiiiiiiiiiiiiii�iiiiiiii��oiiiaioiiiiiiiiii�iaii�iiaiiii v r i --------I-- 1 \ - W/BATTERY BACK-UP) - MAX DISTANCE BETWEEN CARBON MONOXIDE ;_T ( Sp RIGHT SIDE PANEL N DETECTOR AND THE DWELLING UNIT SHALL NOT EXCEED 15'-0" o �� 4 SD SMOKE DETECTOR (HARD WIRED & INTERCONNECTED �� �i'7' 1 �, EGRESS WINDOW S C A P E WE L L DETAIL '" W/BATTERY BACK-UP) � //j''� 1- _L___ 1 L HF I EXHAUST FAN - DUCTED TO(OPTIONAL TO BATHS WITH WINDOW)OR (TYP.) (�0� ,,'\/�j� • L - q, !,,z, /,���� / ;3*' L_ 2 ==MM:nliff INDICATES BEARING PARTITION CAD FILE NAME \ ACAD\DEBBIE & SCOTT CARTIER RESIDENCE A—_2 A-6 SCALE AS NOTED , 20'-0" i THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY FOUNDATION PLAN AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS 1/4" = 1'-0" DRAWING TITLE FOUNDATION PLAN 0,, 4,// SECTIONS & DETAILS DRAWING No. A- 2 WINDOW SCHEDULE WINDOW SCHEDULE No. DESCRIPTION DATE WINDOW WINDOW R.O. R.O. REVISIONS REF. # MODEL # WIDTH HEIGHT REMARKS ROOM NAME TOTAL SQ. FT. WINDOW QUANTITY REVD. LIGHT ACTUAL REVD. VENT ACTUAL EGRESS WINDOW & REF. # AREA (MIN.) LIGHT AREA AREA (MIN.) VENT AREA OR DOOR 0 244DH3050 3'-O" 5'-O" DOUBLE HUNG FAMILY ROOM 452 (2) CO 36.16 71.81 18.08 39.95 YES Lo (2 ) 244DH2846 2'-8" 4'-6" DOUBLE HUNG (2) (y) W N 5068 SLIDING DOOR UNIT . 244DH3049 3'-O" 4'-9" DOUBLE HUNG (2) (4 ) Z w Q U -CC (4 ) 244DH2850 2'-8" 5'-0" DOUBLE HUNG 2ND FLOOR BEDROOM 161 (2) iCD 12.88 19.82 6.44 11.52 YES LL) W I— wpm STAIR - (2) ® - 18.18 - 10.7 NR I Z o 0 Q -, v) 12 ca = o � f- _ _ < � ao WINDOW DESIGNATIONS AS MANUFACTURED BY: ANDERSON WINDOWS AND DOORS 200 SERIES J 6o IF ALTERNATE WINDOW MANUFACTURER IS UTILIZED J Y oI W C CONTRACTOR SHALL CONFIRM THAT ALTERNATE MANUFACTURER Q 2 ,� a WINDOW SIZES PROVIDE EGRESS WHERE NECESSARY AND LIGHT 0 AND VENTILATION FOR ALL AREAS SHOWN. _ (coo N v 0 > 0 000 T a Cr e 3 ** INDICATES WINDOWS TO HAVE TEMPERED GLASS /Y _ o z >- (.J 0 L- (s.,_ N N— 5 Z O Q Z (-2 t a OO OO L Q Z � w� 0i') 7 N NU W UOX a- Q D ° ' N — O Ct c2 L4 MCS >L°w WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND FRESH AIR INTAKE GENERALLY ACCEPTED LOCAL KIT - INTAKE THRU CONSTRUCTION INDUSTRY WALL OF CHIMNEY PRACTICES. EN CL. \ WALL VENT PACK- 5.-LI BY FIREPLACE MFR. —x-_ INT. WALL WALL-CONSTR CONSTR. 24'-1" f VARIES �� -;1 I— a • ` 3'-4" 8'-111" f 8'-113" / 2'-10" �_ • • PREFAB. FlREPLACE & I.) DOUBLE WALL FLUE '' FIRE N.I.C. HEAT-N-GLOW BAY 00 r� GDV OR EQUAL �/ GLASS DOORS INSTALL IN ACCORD ® ®W/MFR'S REC'MD. t- NON-COMB. HEARTH :3°: --------L-__L. 2'-8" BL. 9-1/2" LVL 2�_8» Q EADER i0-1 ( 2 ) (2 � �'� \ \ ____P — FLOOR CONSTR. + � e t 5'_0» o) �O O co SIDE VENT GAS FIREPLACE •-,ih ! NOT TO SCALE ^� ,�' to OI 0 I t 10 4 •- a) 4.) in io n DBL. 9-1/2" LVL r� th 2P-0"A, i / HEADER p 2X12 CEILING JOISTS ,/ r AT 12" O.C. LL r , -1- i 2nd FLOOR FRAMING (i) OR ROOF TRUSS 0 0 ~ = _I Ce w I < FAMILY ROOM © SD °� STANDARD DOUBLE _ Q in _ -,0,--- '-\ I I CAP PLATE STANDAHEADER CAP EXTERIOR / N \— NN flI FN :,N 5'-2" I to m 2/4 = t i 2x6 STD. WALL o FRAMING _ -� — —�-- r' e Co , \., // ) / �-- = I 3/6 a ��j�// In 4 (4 �_ a \ cD , j� \ \ III I III 2/6 o in � f\/i IX j, (-4-)5,_4„( 1 N. ,/ O t ;(e TACKED BN PLACE / i' %� / / A A-46 , co NOTE: TYP. FLOOR 5' 5'-6 " 9'-51" 4'-6" R.O. CAD FILE NAME i i i i UNLESS NOTED OTHERWISE i ,r ALL WINDOWS AND DOORS FRAMING & ACADVEBBIE & SCOTT CARiIER\RESIDENCE 20'-0" ARE TO BE DOUBLE 2x1O'S SUBFLOOR SCALE ----, AS NOTED NOTE: HATCHED AREA INDICATES FLOOR \ CI LI NKTHE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY FRAMING TO HAVE SPRAY FOAM INSULATION uW AND IS IN RED N SHALL BE CONSIDERED TRUE ORIGINALS WITH A R-VALUE OF AT LEAST R-30 DRAWING TITLE FIRST FLOOR TYPICAL GAS FIREPLACE- FRAMING PLAN FIRST FLOOR PLAN 1 /2 .1 -0 1/4" = V-0" 1I // SCHEDULES e & DETAILS DRAWING No. A-3 No. DESCRIPTION DATE REVISIONS s" 9,-10" 5 > a Ln 4'-11" , 4'-11" , `l of W o Q DBL 9-1/2" LVL D HEADER (n U } w Z 1 - ZI'' a U0 Z Ill ZQr © © I— � ow w w N m I }wo r Z 0 0 I T 0 < U) tea = _ — _47O Et 0 ~ • Q 00 Q O Z 00 o O MATCH EXIST. ao NOTE: J 2o RAFTERS i& SPACING INTERIOR ELEVATION COORDINATE NEW TRIM = L 3/8" = V-0" MANTLE MATERIALS _ _ 0 o a o o W AND FINISHES WITH OWNER -D o T g MO ,_ cZ r`--1--- —� 50Z Z U ++ > (A 00 CO L Q U Z w ........ ct � � Q o nn aa) - vim xii r ¢ Q C D f: C2w MCD >L�w F7—_ _ _ 16" LVL RIDGE WORK IS TO BE AS SHOWN & SD NOTED AND IN ACCORDANCE WITH MANUFACTURER'S 1 RECOMMENDATIONS, TRADE 1 ASSOCIATION PUBLISHED RECOMMENDATIONS AND MATCH EXIST. RAFTERS Sc SPACING - �� GENERALLY ACCEPTED LOCAL [—: CONSTRUCTION INDUSTRY - - PRACTICES. I 1 A L U) I ..Co • 1 t I 1 1 1 1 1 �_ 7 CV (-- . f 2 NOTE: �' A-4 A-6NOTE: UNLESS NOTED OTHERWISE ALL WINDOWS AND DOORS COORDINATE NEW TRIM ....4 ARE TO BE DOUBLE 2x10'S GUARDRAIL MATERIALS INTERIOR ELEVATION AND FINISHES WITH OWNER 00 3/8" = 1'-0" N PLAN FLOOR LAN NOTE: 1/4" = 1'-0" NEW ROOF FRAMING TO MATCH EXISTINGQ L FRAMING AND HAVE SPRAY FOAM INSULATION C-H O WITH A R-VALUE OF AT LEAST R-38 1.e O --.1.) N e" ti .1_ Q 3" VTR .,:e4 V 1 7i Ci) a4 (1) (I ct 4"0 — -- 4 • f--., toO \ , ,n ct 2"0 AO ct CA~� • - r 2) . . W.C. 1-1/2"0 I LAV . . . 1 1 WOOD HANDRAIL - 4"0 • 6 Q, ��, = LINE OF 6'-8"=HEADROOM -� 4\ • /'C ��� ',' , t/ , 4,. ... ., ,.....,, .., , in to \SCI1 /‘X\ C.O. Il +I cv poi - i to " , / / A V I9 WOOD STRINGER r NOSING CAD FILE NAME 4"0 W WOOD TREAD ACAD\DEBBIE & SCOTT CART1ER\RESIDENCE PLUMBING RISER DETAIL SPRAY FOAM INSULATION WOOD RISER SCALE AS NOTED NO SCALE THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY AND IS IN RED INK. ONLY SEALS IN RED INK TIE INTO EXISTING NOTE: SHALL BE CONSIDERED TRUE ORIGINALS DRAWING TITLE MAX. HORIZ. DIST. FROM A TRAP TO A; 2"0 VENT - 5'-0" ` SECOND 1-1/2"0 VENT - 3'-6" -1/4'0 VENT - 2'-6" FLOOR PLAN ,� Aa) SECTIONS STAIR SECTION & DETAILS 3/8" = 1'-0" DRAWING No. A- 4 L 1 No. DESCRIPTION DATE MATCH EXISTING`ROOFING -REVISIONS ti Li D W UW>- _ - ' EXISTING SIDING __.. : . , mi. .__ U Q,1,--.- MATCH • 0 ` _ azo Z U L2 I N ,' ` I z1,1 n MATCH EXISTING TRIM — L... •-� \� ( Q N 1 Lill I � � .._ 1 r . - r , r , O z J 0o U r E Et N U r� , ,o, = .U UNE OF FINISHED GRADE x- r C° 0 0~ m O 00 0 Qwai TO BE -PITCHED AWAY FROM 2 v r a -. - FOUNDATION 0 6" IN 1V-0" MIN Cl') ° L E Z N N_ 5 p Z Z V-F+ 0000. ii toto N— x.,2>°°w PROPOSED FRONT ELEVATION 1/4" . 1.-0" WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE • ASSOCIATION PUBLISHED RECOMMENDATIONS AND MATCH EXISTING ROOF PITCH . GENERALLY ACCEPTED LOCAL IF ROOF PITCH IS LESS THAN 4:12 ® CONSTRUCTION INDUSTRY ROOF SHOULD BE MEMBRANE PRACTICES. OR METAL ROOFING . \N‘1,,.. MATCH EXISTING ROOFING L . . Nilik6. 1%4\ aMATCH EXISTING SIDING . '‘INIkb_ ;NINN4 .N _., , 4 il,_ SI N I 1 S r ; _1n . _ 1n— c• i.4 — N ' O OL 1— 1 . 4 Cn Q] gN, .. - 'ice .. UNE OF FINISHED GRADE "Ci �� 1 TO BE PITCHED AWAY FROM FOUNDATION O 6" IN 1O'-0" MIN lif c.:, ,iO3 < •- 00 C19 DIRECT VENT FOR DOUBLE HUNG VINYL Z4) tti GAS FIREPLACE WINDOW UNIT WITH • w tO PROPOSED SIDE ELEVATION INSULATING GLASS& THERMAL BARRIER 1/4" = 1'-0" V CIIIIIIII ) MATCH EXISTING ROOF PITCH IF ROOF PITCH IS LESS 11-IAN 4:12 ROOF SHOULD BE MEMBRANE ;:. _�_ - _.._�I OR METAL ROOFING / i iiiiiioiiaaoi, l : _ 0 ‘,"se /// — _ DOUBLE HUNG VINYL +'///7// - WINDOW UNIT WITH INSULATING GLASS / MATCH EXISTING ROOFING ` ,,*� & THERMAL BARRIER /i //;///. . Alikkbh..' - ' - c.)44, /,,/ ,,:. 7,7 / 0 st,), ,/,33z7/ iiilitliii (17/ '-' -/ ;Vr/j/ //)/A. MATCH EXISTING SIDING /�, c=i _ CAD FILE NAME k — - ACADVEBBIE do SCOTT CARTIERVESIDENCE /� _ — SCALE – MATCH EXISTING TRIM AS NOTED s\ _y I THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY \ AND IS IN RED INK. ONLY SEALS IN RED INK — SHALL BE CONSIDERED TRUE ORIGINALS \ \L __ _ _ . _ DRAWING TITLE- t ��' Fix �,r> Y¢ EXTERIOR UNE OF FINISHED GRADE �. y , v, ' �--- .r TO BE PITCHED AWAY FROM d ..,,,,,,:::::::,:,11.",,.,,,,,:„., , 3 J, r 'r „> BUILDING FOUNDATION 0 6" IN 1O'-O" MIN 1 d,�rcJ a3 � ' 1 sa . 4 z z ELEVATIONS a PROPOSED REAR ELEVTION DRAWING No. 1 CONTINUOUS RIDGE VENT No.1 DESCRIPTION 1 DATE /- I REVISIONS /'' �`.� MATCH EXISTING RAFTERS Ce N Q Q 3 ,/ .. I / N COOw ,/ \� d Z U w O CIo BLOWN INSULATION 5 a o z R J co CLOSED CELL cv E P - \ J Y r O O �� �'7T���'�'�TTT iT�7�'�'f'��'i'i' ��'��V'�����® �T� "�T�'�T�'���,� �� . _ o co r ,_ oZ . a MATCH EXISTING ROOF PITCH CONTINUOUS RIDGE VENT } "�`� o w o "!moi — v 00 aww IF ROOF PITCH IS LESS THAN 4:12 15,# BUILDING FELT +:'•! !�i� z, �, 3 . ROOF SHOULD BE MEMBRANE ®e:�! !!. s= z _ s Z APA SPAN RATED Y, Z a s'o n n 0 v, OR METAL ROOFING MATCH EXISTING RAFTERS , !s®' ••_` .041 > �; 00 co s < < ROOF SHEATHING BAFFLE (TYP.) of • % V ° c CI fa x < < ASPHALT SHINGLES IN,• • • w >1°w ~ METAL ROOF EDGE n: `� , . . �� BLOWN INSULATION i 2x SUB FASCIA •e •a►• •®• W' •®•`•NW•••®•�•�•I��•®•`•�•W �•®•�•�• CLOSED CELL WORK IS TO BE AS SHOWN & Z / R DOUBLE HUNG VINYL WINDOW ,:.,i NOTED AND IN ACCORDANCE ��i' •�� WITH MANUFACTURER'S _. BLOWN INSULATION 1/2" GYP. BD. l�elk; ¢ 1 ALUM. FASCIA !!; CLOSED CELL UNIT WITH THERMAL BARRIER RECOMMENDATIONS, TRADE '! DOUBLE CAP PLATE !!�i=� � & INSULATING GLASS ASSOCIATION PUBLISHED 1.• RECOMMENDATIONS AND VENTED VINYL 0e• '• • •• GENERALLY ACCEPTED LOCAL z F i••• ! N. CONSTRUCTION INDUSTRY DOUBLE HUNG VINYL WINDOWPRACTICES. VINYL TRIM UNIT WITH THERMAL BARRIER W •• & INSULATING GLASS = s • • .- 23/32" APA RATED FINISHED FIRST FLOOR • SHEATHING GLUED .e & NAILED ;,O� • ir •• A LLL �— �c FINISHED SECOND FLOOR 4 •e •-� :•• UNE OF FINISHED GRADE s• , -•.• :. •-. TO BE PITCHED AWAY FROM A.! <.:. 1/2"0 ANCHORS AT • • '. FOUNDATION O 6" IN 10'-0" MIN _- s 8'-0" O.C. MAX. AND li, :.� i