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HomeMy WebLinkAboutBP20-153PERMIT # SECTION TYPE OF WORK JOB LOCATION . OWNER FYI G CONTRALTO COST vv #_ FOOTING FOUNDATION FRAMING RGH FRAMI INSULATION PLUMBING RGH PLUMB DATE:�P BLOCK LOT o_ Si orY o�dci t �c�n', or,e s yc*c INSPECTION RECORD N G sve ING GAS C� 1. ^-Y'J-✓ � ._� .--.-�-�----- ELECTRIC LAW -VOLT -- ALARM AS BUILT FINAL fi�NK �'' �,�►2�21 �ie16�aN to 'lb �. OTHER APPROVALS ARB �une BOT OTHER t?/►o J'0/%4/ �1S-BUILT1FtNA#. 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Uld Z 1«ol.. e • L4 .n a ..., o V i.Zt IOS 4d rn 0. „r• ` }old 601,{ PS t w 4 �^r, ti M+iAI Z i, I�Id-M0#OOa f 1.8-9 00 r+ .. L t + £'Z4t 13 i� 9 6f►t it ON O rri �•S t4d Am3S Z/L (Pu;) ,0'4 t © leS UM ` • 'OS x�N`ouo� /�'�rg� "tuw -V )Ipm°UO o13 .::. tq PS uld y f � 'Nod ,£'8l , tv 0 WGd'bS 5'6Zti0£ PS 4d g 1.et 8101 gP/ Q N r • l�Z�-0t �` -7. r - 40 OZOZ E Z d d V . .ot�t�t , s 099LVC639C£Z-4Z06-00317-OCl3Z-1799(]9££9:ol adolanu3 uftnoo( FLOOR PLANS SHEET INDEX FIRST FLOOR ELEV.: 152.30' AVERAGE NATURAL GRADE: 150-W NO. DRAWING NO. DRAWING SPACE CEILING ELEVATION CEILING HT.ABOVE GRADE CODE A01 TITLE SHEET Y� A13 FRAMING LAYOUT(FLOOR) - A 151.4r -- Mr _ <5.W A02 SITE PLAN A14 FRAMING LAYOUT(FLOOR)_ A03 HEIGHT/SETBACK RATIO PLAN A15 FRAMING LAYOUT(CEILING)- _-_ -� (NOT TO SCALE) A04 DEMOLITION PLAN(BASEMENT FLR) A16 FRAMING LAYOUT(ROOF) THIS BUILDING MUST 6E POSTED _A05 DEMOLITION PLAN(FIRST FLR) A17 ELEVATIONS W�TN A PERMANENT CONSTRUCTION O A06 DEMOLITION PLAN(SECOND FLR) A18 I- ELEVATIONS TYPE IDENTIFICATION SIGN; - AO? FOUNDATION PLAN TEu rm G - 1 2020 _` AN A19 ELEVATIONS � , - - - _ ellon A08 FOUNDATION DETAILS A20 ELEVATIONS FR A09 FOUNDATION DETAILS A21 WINDOW&DOOR SCHEDULE V VILLAGE OF RYE BROOK ' A10 BASEMENT FLOOR PLAN A22 DETAILS BUILDING DEPARTMENT A PRIOR TO THE ISSUANCE OF A C/09 .. - A�REQUIRED 6Y NY STATE LAW. A11 FIRST FLOOR PLAN a Al2 SECOND FLOOR PLAN STATEMENT OF COMPLIANCE � BASEMENT FLOOR: 0 S.F. TM ARCHITECT,,�,�,�,,F.,, ,,�� .YS u 0 Q� C.NO 18332)HAS PREPARED THE CONSTRUCTION DOCUMENTS,WRITTEN&FIGURATIVELY IN .0 O P E R�1!'1' COMPLIANCE WITH THE LATESTAPPLICABLE SECTIONS OF LOCAL AND STATE BUILDING CODES,2020 RESIDENTIAL CODE OF NEW PORK STATE 41 �� REQUIREDSYMBOL TRUSS IDENTIFICATION SIGN cd 4 MATEAPPRo v •THE SIGN SHALL BE IN CONFORMANCE WITH NYC'RR SECTION 1265 FOR ONE TWO FAMILY DWELL DIGS. __ THE TION F R •WHENEVER NOT POSSIBLE TODOSHALL BE SECUMY AFFIXED90 REVIEW LOCATION WITH THE BUTLDEVERIOR ELECTRIC METER ORINO OFFICIAL PRIAN ALTERNATE OR 1NSTALLAOVED TION BY COD E, r � 4 GENERAL NOTES ��tLDlNG tNlSP�ECT a o�R� . o � 1.THE PLANS AND SPECIFIGTiONS FOR THE PROPOSED SCOPE OF WOIW HAS BEEN DESIGNED AND SHALL BE EXECUTED BY ALL PARTIES CONCERNED 41 �y IN COMPLIANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE,2020 NEC ANDLOCAL MUNICIPAL CODE AS WELL ALL li APPLICABALE RULES&REGULATIONS -- - 2. G.C.SHALL REVIEW PLANS AND SPECIFICATIONS PRIOR TO START OF WORK ARCHITECT SHALL BE IMMEDIATELY NOTIFIED OF ANY DISCREPANCY. 0 C - 3. DO NOT SCALE DRAWIINKIS,USE WRfl'iEDIMENSIONS.NDIMENSIONS.LARGE SCALE DETAILS AND DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINC2s. C 4. G-C SHALL INCLUDE AL LABOR.MATERIAL,AND EQUIPMENT FOR ALL SHOWN OR SPECIFIED,04CLUDTNO TEMPORARY FACILITIES AND OR AS-BUILT/F NAL SURVEY FIRST FLOOR: 3,016 s.F. 5.G.C.SHALL BE RESPONSIBLE TO SECURE ALL PERMITS FOR CONSTRUCTTON. � REQUIRE P R10 R TO 6.G.C.SHALL OBTAIN THE CERTIFICATE OF OCCUPANCY UPON COMPLETION OF WORK AND suBMrr TO oWNl;R�. 0 a FINAL I S P E CTIO N 7.O.C.SHALL CHECK ALL EUSITNG CONDITIONS PRIOR TO START OF WORK G.C.SHALL BE RESPONSIBLE TO VERIFY THE LOCATION GALL VISIBLE Aa Q, AND NON-ViSIBLE UTILITY SERVICES 0 8.ALL LIBOR.MATERIALS,AND CONSTRUCTION SHALL COMPLY AND CONFORM WITH ALL RULES,REGULATIONS,CODES AND ORDINANCES OF ALL i FEDERAL,STATE AND AND LOCAL AUTHORITIES HAVING JURISDICTION OVER THE WORK (� ' 9.THE O.C.SHALL KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIAL AND RUBBISH.IMPLEMENT'S AND SURPLUS MATERIALS,AND i LEAVE THE BUILDING BROOM CLEAN. 10.G.C.SHALL PROVIDE UNDERSLAB PERFORATED M PIPING FOR FUTURE RADON MITIGATION iFAPPLICABL.E.PIPING SHALL BE PLACED BENEATH ry ALL SLABS(BASEMENT AND CRAWL SPACE).G.C.SHALL BE RESPONSIBLE FOR ALL RADON TESTING. X a i.THE H.VA.C.SYSTEM SHALL BE DESIGNED BY A QUAUFIED,CERTIFIED H.VAC.CONTRACTOR AND/OR MECHANICAL ENGINEER RETAINED BY THE O.C. FINISHED SEMEN 1 ALL APPROVALS SHALL BE OBTAINED BYTHE G.C. APPROVED FOR U 12.ALL ELECTRICAL WORK SHALL BE DONE IN STwCT ACCORDANCE WI I LOCAL&NATIONAL FIRE UNDERWRITER CODES&LOCAL IUTIL1IY CO. SEPARC /� CC ATE PAR�ITC PA NT 13.A MINIMUM OF 75 PERCENT 00THE LAMPS IN PERMANENTLY INSTALLED UGHTING FIXTURES ARE HIGH EFFICACY LAMPS PER 404.1 OF Z015 ENERGY ►w+ a z CONSERVATION CONSTRUCTION CODE OF N.Y.S. Z (�10, o� 8 � E` C.14.G. SHALL INSTALL A COMPLETE SMOKE AND C�ARRBON MONOXIDE ALARM SYSTEM THROUGHOUT HOUSL PROVIDE A SMOKE ALARM UNIT IN EACH ~ p N SECOND FLOOR: BEDROOM AND SMOIWCARBON AIARM0 ON EACH FLOOR INCLUDING BASEMENT IN COMPLIANCE WITH N.YS.RESIDENTIAL COD SECTION 1... a 1,927 S.F. �. R 3 7 I 1 SMOKE AND CARBON MONOXIDfi ALARMS SHALL BE HARD WIRED WITH BATTERY BACK-UP.ALL ALARMS SHALL ACTUATE SIMULTANEOUSLY BUT DISTINCTIVE ALARM SiGNAL SHALL BE USED TO DIFFER0 TiUTE EACH TYPE OF ALARM ALARMS SHALL BE CODE APPROVED AND U.L LISTED. Z� •��' DESIGN LOADS MATERIAL STRENGTH z � S x0 3ta SOB.BEARING: 4WO PSF CO)'",Fm 4000 PSi j C�I FLOOR: 60 PSF(40 L+20 D) DIMENSIONAL LLWBER, 950 PST •-- ATTIC:(4 a AND GREATER HEADROOM) 45 PSF(30 L+15 D) ENGINEERED LUMBER: � rs. ATTIC:(LESS THAN 4'b'HEADROOM) 30 PSF(20 L+10 D) •GLUiAM 2 PST ROOF:(SNOW LOAD) 60 PSF(45 L+15 D) •IAMTNATED VENEER LUMBER 2 PSI PORCH&DECK 70 PSF(60 L+10 D) •PARALLEL STRAND LUMBER Nm PS1 GUARDRAILS&HANDRAILS: 200 PLF STRUCTURAL STEEL• 36.OW PSI 2020 RCCCNYS Buwmrm OM&TWO DESIGN DEGREE DAYS 5000.6WO FAMILY DWELLING CODE DESIGN MMETHOHA: OAR 4:�/72 B ��� ON5 1�02.3) ATTIC FLOOR. 0 S.F. TABLE 402.1.2 MSL"TION AND FENESTRATION REQUIREMENTS BY COMFosNENr GROSS FLOOR AREA SCHEDULE `}LAZED WOOD MASS BASEMENT` S1.0 CRAW APACE` CLIMATE FENLSTRATIPM SKYUGHT6 FENESTRATION CEILING FRAME WALL WALL FLOOR WALL lt,VAJL" w ZONE U•FACTOR U•FACTOR SHG& &VALUE &VALUE &VALUE R.VALUE R.VALUE &DEPTH R.VAL -- ZONE: R-25 FAR: FORMULA LOT: 30,429 SF 4A oss 1 ass a4o 0 zoa 13+5 6/13 19 iW13 1062pr 10/13 4 R►VALUES ARE MINIMUMS.U4FACTORS&SHOC ARE MAXIMUMS.WHEN RNSULATION 6 DSiALLED IN TIE CAVITY WHICH 1S LESS THAAN Tp ASS L OR DESIGN MAXIMUM PERMITTED FLOOR AREA: THKTWESS OF THE INSIJLATTON.THE INSTALLED IGVALUE OF THE INSLMTION sHAIl.NOT BE LESS 7TlAN THE TI.VALUE Si'ECIFTED iN T T 4,992 SF b.THE FENW MTION UFACTORCOLUMN EXCLUDES SKYLLGII M THE SHOC COLUMN AMES TOALL pp((�A�pp FFNES UTION. EXCEPTION:SKYUGHTS MAY BE EXCLUDED FROM GLAZED FENESTRATION SHC�REQUIREMENTS iN CL IMAT13S WM 1 THRCX'CTN 3 aD'4 M THE SHOC FOR DATE: FLOOR AREA RATIO CALCULATIONS AS CURRENTLY DEFINED IN SUCH SKYUGHis DOES�'r EXCEED O.3a 04/20/20 -- --- - THE VILLAGE OF RYE BROOK ZONING CODE c.'WIT MEANS 11.15 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R.19 V[fY INSULATION AT THE R OF THE BASEMENT •t5/19'SHALL BE PERMITTED TO MET WITH R.13 CAVCiY INSULATION ON THE INTERIOROF THE WALL PLUS R-S 'S 1%-UTATiON ON REVISIONS: - THE INiERIOR OR EXTERIOR OF THE HOME-*IW13'MEANS R,10 CONTINUOUS INSULATION ON THE R OR EXTERIOR OF THE IDbME R•13 CAVITY EXISTING PROPOSED INSULATION AT THE INTERIOR OF THE BASEMENT WALL d.RA SHALL BE ADDED TO THE REQUIRED SLAB EDGE&VALUES FOR HEATED SLABS.TNaU ATTON DEPTHS I ALL BE THE DEPTH Of THE M�E". F WHICHEVER IS LESS iN ZONES I THROUGH 3 FOR HEATED SLABS a BASEMENT FLOOR 0 sF 0 SF a THERE IS NO SHOC REQUIREMENTS iN THE MARINE ZONE. FIRST FLOOR 3 065 SF 3 016 sF IL THE Frnsr VALUE S CAVITY INSULATION,THE SECOND VALUE iS OONTDd 30M SO.13+r MEANS R43 CAVITY I N,AICATTON PLUS Rr3 TN1SUTArom L THE SECOND&VALUE APPLIES WHEN MORE THAN HALF THE RNSU,ATTON iS ON THE jWMR=OF THE MASS WALL_ SECOND FLOOR 7 23 sF 1,927 SF I.JUSM F.1►4 NIER1,AIA(N.Y.S.LIC.NO.18332)CERTTFYTHAT TO THE BMOF MY KNOWLEDGE AND BELIEF,THESE PLANS AND SPECIFICATIONS CONFORM WTIH THE APPLICABLE SECTIONS OF THE ENERGY CONSERVATION CONSTRUCTION CODE Op NEV YORK 9rAT6 • ATTIC FLOOR 0 SF 0 sF _ _ TOTAL 3 788 sF CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA rd LER301.2(1) - 4,943 sF ORIOiNA1.I1LtCHTTEL'T'S SE011te WINTER is E BARRM >� AIR ML;AN IN RED INK - CODE: 4,992 SF > mow WIND° '' DON T°MWAM MOW DEIGN °N'°1>w` HAZARDS ANNUAL DWG No. 4,943 SF ima. R,BQVMW DIM TEMP SPEED TWO S� WINDS WFATHERI�o FRA6T1]N6 TERMrrE ORAI� RE� 1 DA01- 7 Beechwood BotilevardW SECTION.136.21 BI,.o$roof NY CK. 1 LOT.38 � � �M� isnoORLD;ss �.� TITLE SHEmovmn NW MI I9W3 MoM"1 No No NO SEVERE 4r TO HEAVY 41FOW Yelloll/219M5.E SCALE: lot � 201 SITE PLAN SCAL E: V Zo GENERAL NOTES 1. Site plan is based on survey prepared by Richard A.Spinelli,L.S. 650 Halstead Avenue,Mamaroneck,NY Dated:December 31,2019. 2. The Architect shall assume no responsibility for the accuracy of the original survey.Refer to original survey for additional information. 3. The General Contractor shall strictly adhere to all rules and regulations having jurisdiction. 4. The General Contractor shall review plans and specifications prior to start of work.Architect shall be immediately notified by the G.C. of any discrepancies. 5. The General Contractor shall be responsible to secure all required permits for construction. t6. The General Contractor shall obtain a certificate of compliance or s occupancy upon completion of work and submit to the Owner. H ' ` 7. The General Contractor shall install all sedimentation and erosion $1 ` LINIQ or control measures as required by local code prior to construction. 1 ` LSUILDINE'eN .o� All controls shall be maintained throughout the construction process and inspected periodically. EROSION CONTROL NOTES 0 1 ' I. All work shall comply with local Erosion and Sediment Control Law 0 1 s Best Ma •� and"Westchester Coun ty' Management Practices Manual for Construction Activities". Cd A�* I 2. Contractor shall install all Soil Erosion and Sediment Controls before an construction o otec Y Aerations begin and shall keep protection �1 measures in place for the duration of construction.No construction 'Z activity shall take 1 _� 1 ty place downslope of the silt fence line. ( SMID 3. Contractor shall inspect all protection controls and maintain the silt ` uae sediment behind the silt fence shall be G RENtO'1/e STONE'PATIO W I fence daily.Accumulated bhd rr •WALKS 1 removed and disposed of in conformance with all applicable codes. it . I I�tpVC I-STORY 6/►RASE r 4. Slopes that will remain open for more than three weeks shall be 1 _ I protected with temporary seeding or staked netting. •-4 a I 5. Erosion control devices shall be ins PROPoSEv VERANDA I �-'- Devices petted after each rainfall. RD40VE ORN ENAY es shall be cleaned,repaired and/or replaced as necessary. 6. Final grades shall be established as soon as possible,top soiled and oc P=4 ( ZOAiO' �) seeded.New turf shall be set to stabilize slopes and prevent erosion. v 7. Contractor shall not stockpile material or park vehicles within the V) ^ rC REMOVE yl,�� drip line of existing trees. 0 I-STORY sHz=c _ W a c IS,00' I'k1 1 PRDP�oSE'D 8. The engineer/architect may at his or her discretion require 0 Q additional erosion control measures throughout construction k a 1 / 1 1�3TORY sAtAs�App�ON to mitigate unforseen erosion and siltation. a (� PROPo�.3ED WINDOW WL3L NV MerAL RAILING r [3 PROPp A3PH�ILT DRIV9'�IAY N S60MV STORY ADDITION W 1 SILK FENCE DETAIL a REMOVE C+ffN*&&r s . Is,Oo'g °�� �t t1F[ofd71JR1�AIIBA Dts71�lD MCA� p� � RM � 0 ►W-r Z Z C r/ •rwisrAK" SILT fZNGe' y� U:met � PROPOSED PORCH (LAND exISTIAIb) 1 .� "�" 1 REMOVE DRivl�1AY l�rAKru IMn eRou1�D) a°` �� 1 eu�r.I�aILL Star ToSw. � � Oct _ DQSTrl16 dRAtyC DOTTIOM OP fT1lC! * Li, � z� •��' -- 1 ( � iT1ON 10JN'� Z M RLMOVE V Ndt5^WY ® 1 e SED x tv -` � '�1.5TOt4R WALK E 2 g .e$ o 1 curb• raK tar PoLL�orrlt0 o C WHrow or LAM g SLIT rece$MALL SCr ISM j MfT1100'TTGN OP PADIRIG d SB.T rD�Ce'SiWl LS'IN 1�L.AGc PRNI>,g9TINd DRINr9"V1Y 1"X4LOM1 RADC STAIQ'9 A4V IFr1Pt'"D PRIOR TO TIM START 1 ��� Or OL4�OL1T70�i. Z 1 1 ZONING DATA 'Z S 4200'00"E 130•W ZONE:R-25 (ONE-FAMILY RESIDENCE) [SECTION: 135.28 BLOCK: 1 L 37 BULK REGULATION CODE EXISTIN O SED OT AREA MIN. 25,000 S.F. 30,42950 S.FOTWIDTH MIN. 90' 130.W OT COVERAGE BUILDING MAX. 14% (4,260$.F.) 10.s%(3,101 .F.) 14- (3,562 S. .) Beechwo4Dd Boulevard • ACCESSORY MAX. 3.5%(1,065 .F.) 0.5% (168 .F.) lv DATE: • DECK MAX. 4% (1,065 F. N.A. N;p, 04/20/20 IMPERVIOUS MAX. 9,058 S.F. 8,102 S.F. 6,25d REVISIONS: • FRONT YARD MAX, 20% (1.222 S. 9.3% (566 S.F.) N/C YARD SETBACKS AVERAGE• _ FRONT(1)• MIN. 45' (77.4679) 70.7(7 FRONT(2)• MIN. 45' NA NA 1 SIDE MIN. 1S t3.00' 28.00+/• SIDE CI'OTAL) Mir1. 40' 72.)6' 43 REAR MIN. 40' s3.00f+/- 77.0p'+/- BUILDING HEIGHT ✓ ROOF MIDPOINT MAX. 30' 16'-4"+/- 27'�0"+/• °�IN EXISTING STRUCTURE TO REMAIN ® PROPOSED ONE STORY ADDITION PROPOSED TWO STORY ADDITIONST S MAX. 2 STORIES 1 1/2 STORIRS 'Z STORIES D1)VG No. (E) EXISTING YARD SETBACK FLOOR AREA KEY ® EXISTING STRUCTURE TO BE REMOVED r'r PROPOSED IMPEWOUS SURFACE PROPOSED SECOND STORY AD A02 D1TtON (P) PROPOSED YARD SETBACK GROSS MAX 4,992 S.F. 3,788 S.F. 4�43 S.f. ADDITION 1,I55 S.F. Srr8P1AN REFER 1'O ENGINEER'S SITE PLAN FOR INFORMATION ON GRADE ELEVATIONS,DRAINAGE,UTILITIES CONNECTION,EROSION CONTROLS,ETC.. ' DO NOT SCALE PRINTS YellotV219065-E V O O 5 o v 0 .P4 cHEIGHT SET BACK I ATIO v -- ------- ---- BEECHWOOD BOULEVARD ---------�--- -----' -- 'e FRO NT YARD SETBACK SCHEMATIC I o � cc FRONT YARD AV&.'T7Ar � c � ; v r■�I I o � c I Moor Mr"roINT N ems. rz M6y0M�t aJq.DINd � ao �°� SITE PLAN sp� lmipw MAW p , Z tso.00� — Ayl ® ® o ---AVERA&e!0MADME Mai S FRONT ELEVATION � I 04/20/20 SIONS: L J = LEFT SIDE ELEVATION 18 3 34 Q '� T,F JF . a � NF 0 IN RED WK 7 DWG No. A03 ZONE: Rw25 FRONTTIo 0.48SIDETIO 1.�0 1tSR Yellon/219065-E GENERAL NOTES 1.GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO ALL RULES AND REGULATIONS HAVING JURISDICTION. 2.GENERAL CONTRACTOR SHAH BE RESPONSIBLE TO CHECK AND VERIFY ALL EXISTING CONDITIONS INCLUDING CONCEALED AREAS IF POSSIBLE,PRIOR TO START OF WORK. ` 3.G.C.SHALL LOCATE AND IDENTIFY UNDERGROUND UTILITY LINES.IF ANY,PRIOR TO START OF EXCAVATION.G.C.SHALL BE RESPONSIBLE TO REPAIR DAMAGED OR INTERRUPTED SERVICES RESULTING FROM THE WORK BEING PERFORMED. 4.G.C.SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCY AND/OR DISCOVERY OF AN UNKNOWNCONDITION. S.MAIMIALS OR ITEMS NOTED TO BE REUSED.SHALL BE CAREFULLY REMOVED.PROTECTED AND STORED ON SITE. AND PC A^��T STl��TI�RC 6.O.C.SHALL OBTAIN FROM THE OWNER A LIST OF ITEMS,IF v 11�ID ANY.TO BE SALVAGED AND CLAIMED BY THE OWNER.ITEMS SHALL BE STORED AND PROTECTED ON SITE UNLESS r OTHERWISE DIRECTED BY THE OWNER. v 7.6.C.SHALL PROVIDE REQUIRED SHORING,BRACINO. TEMPORARY RAILS,FENCES.AND ENCLOSURES AS REQUIRED TO MAINTAIN PUBLIC SAFETY CONTINUOUSLY DURING RLMOME stT1Ri°61'Il CONSTRUCTION. ^ND FOLMAT10N A� T MO'Vt; 9.PROVIDE TARPS AS REQUIRED O PROTECT STRUCTURE(S) RA ��STAIR,nOU1�A�ON FROM WEATHER.MAINTAIN TARPS IN GOOD CONDITION AND REPLACE WHEN DAMAGED. O 9.IDENTIFY HAZARDOUS MAT8RIAM IF AW.PRIOR TO DEMOLITION REMOVAL AND/OR CONTAIIVMENT AS lz REQUIRED SHALL BE PERFORMED IN ACCORDANCE WITH Q s P4 GUIDELINES SEA'BY THE APPLICABLE GOVERNING AGENCIES. ovA REMOVE 10.REMVE AND REPLACE ANY DAMAGED OR hOTTFD LUMBER. VJ REVIEW QUESTIONABLE CONDITIONS WITH ARCHITECT. v 11.ALL CONSTRUCTION AND DEMOLSIION DEBRIS SHALL BE R REMOVED AND LEGALLY DISPOSED OFFLSITE BY O.C. .•�� ,� 12.G.C.SHALL PROTECT ALL AREAS NOT WTT FIIN THE SCOPE } � R OF WORK FROM DAMAGE OR DUST DURING DEMOLITION AND CONSTRUCTION. R 13.WINDOW AND DOOR REMOVAL SHALL INCLUDE FRAMES, �j 4 EXPOSING ROUGH OPENING UNLESS OTHERWISE NOTED. 14.U71111 LIES SERVING OCCUPIED SPACES SHALL NOT BE .O INTERRUPTED VAMOUT TIME OWNERS PERMISSION AND � a PROVIDE TEMPORARY UTILITIES AS NECESSARY. R IS.HPAtING SYSTEM SHALL REMAIN IN SERVICE THROUGHOUT0 CONSTRUCTION DURING HEATING SEASON WHETHER OR Q� STORAGE RM NOT THE RESIDENCE IS OCCUPIED UNLESS CIRCUMSTANCES C MADE KNOWN TO THE OWNER DICTATE OTHERWISE. r""� R BASEMENT LAUNDRY AREA 16.REMOVE ALL AmNDONED PLUMBINb AND ELECTwCAL ,s 1?84OVE STAIR c, R 17.REPLACE PLUMBING AND/OR ELECTRICAL LINES wi I IN THE CONSTRUCTION AREA THAT ARE FOUND TO BE 0 NONCONFORMING WITH APPLICABLE CODES. 0 R STOR. a ,�. ADDITIONAL NOTES a do cla R R Z x .� M*"caum-vw—j FOR'.WAR Zero. � C 4°� it MEC C404MY .a w z� . , eal�nr z � Is 11 X� j E M.00AM SUW TIT , (pATuf AM trin�SLAW � «a dLR•IP R � �a � ----------- ------------ ----------- ------------------------- -----------_ DEMOLITION PLAN SCA[.E:1/4'-1'4' BASEMENT FLOOR FORGM FAQATION DATE: LEGEND N,20/20 • REMOVE ALL FLOOR,WALL&CEILING FINISHES THROUGHOUT EVISIONS: • REMOVE ALL PLUMBING AND ELECTRICAL FIXTURES THROUGHOUT E XISlING WAI-L REMAIN • REMOVE ALL STUD WALLS THROUGHOUT (VERIFY WALL TYPE IN FIELD) BXISTENG WALL REM E %ENDOW OR DOOR PO v\ �. R WD00W OR DOOR To" OVI D� (STORE ON SITE FOR RF.US bT`ttBD n�nc DWG No. AO DEMO.PLAN Do 1140T RC:A T P PP TA1TQ Yellon/219065-E GENERAL NOTES I.GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO ALL RULES AND I EGUTAT70NS HAVING JURISDICTION. 2•GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO CHECK AND VERIFY ALL OUSTING CONDITIONS INCLUDING CONCEALED AREAS IF POSSIBLE,PRIOR TO START OF WORK. 3.GLQ SHALE.WC'.ATE AND IDENTIFY UNDERGROUND UTILITY LINES.IF ANY.PRIOR TO START OF EXCAVATION.O.C.SHALL BE RESPONSIBLE TO REPAIR DAMAGED OR INTERRUPTED R SERVICES RESULTING FROM THE WORK BEING PERFORMED. R 4.O.C.SHALL NO?IFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCY AND/OR DISCOVERY OF AN UNKNOWN CONDITION. 5.MATERIALS OR ITEMS NOTED To BE REUSED,SHALL BE S CAREFULLY REMOVED.PROTECTED AND STORED ON SITE. 6.O.C.SHALL OBTAIN FROM THE OWNER A LIST OF ITEMS,IF r 1 ANY,TO BE SALVAGED AND CLAIMED BY THE OWNER,ITEMS R I I SHALL t E S STORED AND PROTECTED ON SITE UNLESS DIRECTED BY THE OWNER. V I I 7.G.C.SHAM PROVIDE REQUIRED SHORING,BRACING, L _J TEMPORARY MAINTAIN PUBLIC SSAFEETYYCCONTINNUOUSLv c REQUIRED __ R CONSTRUCTION. Dom- Y MVAXr-M ON GARAGE R 8.PROVIDE TARPS AS REQUIRED TO PROTECT STRUCTURE(S) FROM WEATHER MAINTAIN TARPS IN GOOD CONDITION AND REPLACE WHEN DAMAGED. O IRAD 9.MENTIFY HA7ARDOUS MATERIALS.IF ANY,PRIOR TO �r IWO DEMOLITION.REMOVAL AND/OR CONTAINMENT AS �. R R REQUIRED SHALL BE PERFORMED IN ACCORDANCE WITH Q 4 RADIATOR GUIDELINES SET BY THE APPLICABLE GOVERNING AGENCIES. vw 10.RIBMOVE AND REPLACE ANY DAMAGED OR ROTTED LUMAEIL R "TABLES E" REVIEW QUESTIONABLE CONDITIONS W[T'H ARCHITECT. v 11.ALL CONSTRUCTION AND DEMOLITION DEBRIS SHAH �BE R R REMOVED AND LEGALLY DISPOSED OFF%SITE BY O.C. t� j J- ` R R R A 12.G.G SHALL PROTECT ALL AREAS NOT WITHIN THE SCOPE ON OF WORK FROM DAMAGE OR DUST DURING DEMOLITION ' R I 1kAD. AND CONSTRUCTION. � R I 13.WINDOW AND DOOR REMOVAL SHALL INCLUDE FRAMES, r� •- 1 EXPOSING ROUGH OPENING UNLESS OTHERWISE NOTED. 0UTiLMES ; I o o __ SHALL R L� TT�#2 14. NOT BE INTERRUPTED WITHOUTE O OCCUPIDSWNE�R's PERMISSION AND p PROVIDE TEMPORARY UTILITIES AS NECESSARY. KITCHEN 't BED RM#2 I I DINING RM is.HEATING SYSTEM SHALL REMAIN SERVICE THROUGHOUT � I ® I 0 ( NOT THE RESIDENCE IS OCCUPIED UNLESS CIRCUMSTANCES p I I R BED RM#3 OQ R MADE KNOWN TO THE OWNER DICTATE OTHERWISE. i t 16.REMOVE ALL ABANDONED PLUMBING AND ELECTRICAL � LINES. c "• R 17.REPIACJE PLUMBING AND/OR ELECTRICAL.LINES WITHIN � � 4 �► THE CONSTRUC TION AREA THAT ARE FOUND TO BE 0 rya NON-CONFORMING WTIH APPLICABLE CODES.® 0 F+4 -- — R I CL. R g R ON t` : I R � M.BATS ; W.I.C. R _- --------- _ _ _.�__ ADDITIONAL NOTES RR RMALL OF N a 11RM10'm STAIR 5 d Lu Lu R Z U In z oa •crH+>'41�r � � �� M.BED RM LIVING RM w z R z �� z re. STUDY FOYER x a R REMOVE 19.00R 6 GOWNS JDIST R FOR STAIR P.O.AS RW`D. O R PWDR ® R R R I- R R i PORCH • I 1 ' I I L— ------------•-------------------- --� DEMOLITION PLAN SCALEt 1/4 114" FIRST FLOOR • REMOVE ALL FLOOR,WALL&CEILING FINISHES'THROUGHOUT LEGENP) DATE: • REMOVE ALL PLUMBING&ELECTKICAL,FDa ORES THROUGHOUT 04/20/20 • MOVE ALL RADIATORS&ASSOCIATED PLUMBING REVISIONS EXISTINo WALL REMAIN (VERIFY WALL TYPE IN FIELD) EXISTINCy WALL.TO BE REMOVED E WINDOW OR DOOR 'PO READ R WINDOW OR DOOR TO BE REMOVED OR DOOR TO B%SALVAOEb 33 �IInE ON SITE FOR RF.IISq i�8p diic ..T'. .t' ..� Sri 1 .t t• _. 1 i; Y r' 1 G•' 7 ,t !1' is• '`�- '7i• •i• T 'Ir 'I.•i t E- Q "i 'r' -?• e o t :i'•' S.r ( ii• r `%>9 ff i I• 'P' '41 f-fir• ?� , �( L r • ,. cc ` t r O PL A` N 'f! a,1 r'.. is=• { .- c t .t 'mot •t' � r - .p' "i. •'i� 1 F ta' I l o ,1 3 c i' s. O Yel t to �t :{ �• 906 . ., . .._.. . . . _ CALF PRIN'T� GENERAL NOTES 1.G$NERAL CONTRACTOR SHALT.STRICTLY ADHERE TO ALL RULES AND REGULATIONS HAVING JURISDICTION. t.GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO CHECK AND VERIFY ALL EXISTING CONDITIONS INCLUDING CONCEALED AREAS 1F POSSIBLE.PRIOR TO START OF WORK. 3.O.C.SHALL LOCATE AND IDENTIFY UNDERGROUND UTILITY LINK IF ANY,PRIOR TO START OF EXCAVATION.G.C.SHALL BE RESPONSIBLE TO REPAIR DAMAGED OR INTERRUPTED SERVICES RESULTDVO FROM THE WORK BEING PERFORMED. 4.O.C.SHALL NOTIFY ARCHrnec'IMMEDIATELY OF ANY DISCREPANCY AND/OR DISCOVERY OF AN UNKNOWN —————— ————— CONDITION. I\ S.MATERIALS OR ITEMS NOTED TO BE REUSED.SHALL BE I I CAREFULLY REMOVED.PROTECTED AND STORED ON SITE. I I 6.O.C.SHALL OBTAIN FROM THENE OWNER A LIST OR n EMS,IF ANY TO BE SALVAGED AND CLAIMED By THE v I I SHALL BE STORED AND PROTECTED ON SITE UNO DER ITEMS I OTHERWISE DIRECTED BY THE OWNER V I I 7.G.C.SHALL PROVIDE REQUIRED SHORING.BRACING, TEMPOI \• I TO MAINT�RY RAILS,AIN PUBLIC CES.AND SAFETYCONTINUOUSLY ENCLOSURES DURING AS I I CONSTRUCTION. I \ I S.PROVIDE TARPS AS REQUIRED TO PROTECT STRUCTURE(S) I - v I ROOF FROM WEATHER MAINTAIN TARPS IN GOOD CONDITION I I AND REPLACE WHEN DAMAGED. O I I 9.IDENTIFY HAZARDOUS MATERlA S.IF ANY,PRIOR TO I DEMOLITION.REMOVAL AND/OR CONTAINMENT AS r————— — REQUIRED SHALL BE PERFORMED IN ACCORDANCE I IGUIDELINES SET BY THE APPLICABLE GOVERNING AGENCIES.IES. 'O • I I i 10.REVIEW QUESTIONABLE CONDITIONS WITH ARCHITECT.AND REPLACE ANY DAMAGED OR I BER. V/ I I ROOF i I � 1 L REMOVED CONSTRUCTION LwYtplsP�osE DEMOLITION DEBRIS eY o�BE ",♦ 12-d.C.SHALT.PROTECT ALL AREAS NOT WITHIN THE SCOPE I I I OF WORK FROM DAMAGE OR DUST DURING DEMOLITION I I AND CONSTRUCTION. r-- •-----`-----•—".—.---------,-----------..--------L---•.�. —_r..—. — -- --------- ----- ----- IW. -- ---- ------.s 13.� DOW AND DOOR REMOVAL SHALL a1CLUDE FRAMES, — EXPOSING ROUGH OPENING UNLESS OTHERWISE NOTED. 0 I I 14.LnUXnES SERVING OCCUPIED SPACES SHALL NOT BE � ...�I INTERRUPTED WITHOUT THE OWNERS PERMISSION AND Q I I PROVIDE TEMPORARY ITTILMES AS NECESSARY. I 3BATH#3 15.H*ATIN0 SYStEIaI SNAi2.REMAIN>N SERVICE THROUGHOUT I CONSTRUCTION DURING HEATING SEASON WHETHER OR 0 NOT THE RESIDENCE IS OCCUPIED UNLESS CIRCUMSTANCES � MADE KNOWN TO THE OWNER DICTATE OTHERWISE. � � \ ————————————— ——— 16.REMOVE ALL ABANDONED PLUMBING AND ELECTRICAL co BED RM#5 LINES. 0 a 17•REPLACE PLUMBING AND/OR ELECTRICAL LINES WITHIN 04 Q —_____ THE CONSTRUCTION AREA THAT ARE FOUND TO BE CL. ORAGE NON-CONFORMKNO WITH APPUCABLE CODES. 00 a CL. a CL. ADDITIONAL NOTES BED RM#4 a HALL co ---------------------- -------------- ---- — -------- ------------- •-+ °° �� ------ z �\ Z z ATTIC s % \� x E u1 \_ :D 0% \ \ '71 I \ I j ROOF j Lam. ----------------- ----------------- —� LEGEN!2DATE:EMOLITION PLANI� � �/20/20 SCALE.1/40-IT SECOND FLOOR 'a_ REVISIONS: EXISTM WALL REMAIN - •. ::' + REMOVE ALL WALLS,CEILING&ROOF STRUCTURE f (VERIFY WALL TYPE IN MELD) • SELECTIVE REMOVAL OF FLOOR JOISTS REVIEW AND COORDINATE WITH STRUCTURAL FRAMING PLANS E�snNG WALL TO BE REMOVED W[NDOW OR.t'. !(:. S' �Y , �Y .j'•'k:l t 'i' �:! fit,+ _',•,•! it ••y:-' il. ,I. + ,i .:.f` r• !}. '1 'i�'.'• 't :,• ,•�•:.; ,•- i�•: ` •�'1 DOOR T�0 REMAIN rt• •t•r .r• r '1 i - r .. r •1 I•J,• 2 3,. f `f a �• RTOB- E O '7 } J w3''r. B , i 1- >- rC f WQdDOW pR bOOR'1"O BE 51�LVR�ED'�.. (SPORE ON WE FOR REUSE) SEAL IN RED INK DWO No. 'i e 't'•r 1 i �J! •f t• •y.r t = r •r[%: } 5 t -�1+ 'J-,' �'.i i�:� :1' t , F ;.T. .r J ••sl •ft :V -�'1 1 i d' •t � :.s�•' t, :3' 1.s :�f i� ! �t• , • J! r •'' m. LAN 3' Jy� jj }, 1 i q .3 v t r 1, t '•t jj �•II•t •i S A06 F ,,1 Ye �. .,<.. :�>. ... . . .., .., .. .. ,:.� , , ..,� ... .. . ... . •... DO NOT SC:A IF PR TATTC rV GENERAL NOTES ' I I.GENERAL CONTRACTOR SHALL 8E RESPONSiBLE TO CHEM&VERIFY ! ALL FOUNDATION DIMENSIONS ARE ACCURATE&CLOSE PRIOR TO PIACINO CONCRIrM NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES • 2.ALL FOOfTINOS MUST BEAR ON SOLID.UNDiSi LIMED•VTROiW SOIL BELOW F'ROSTUNE. 3.DMON OF ALL CONC1lM SHALL CONFORM TO THE LATEST EDITION 4O'-O• OF ACI SPECIFICATIONS AND PRODUCED IN APPROVED&4DaNO PLANT iN ACCORDANCE WITH ASTM REQUIREM[ENT8.CONCRETE STRENGTHS FOR VARIOUS USES SHALL BE AS SPECIFIED IN THE FOLLOVANO Ib'-0' '-0• SCHEDULE OUNI dUM COMPRESSIVE STRENGTHH.E•e AT 28 DAYS) 9• •POOTINGS.FOUNDATIONS&INTERIOR FLOOR SLABS— -.....40W PSI ___--- --------— •QARAOE AND EXTERIOR FLOOR PSI ti r; ♦. ,r- • .• 4.STEEL BEAMS SHAD.CONFORM TO AMU SPECIFICATIONS AM FOR SLAB ON GRADE { _ .••. - STRUCTUPAL 9TE181.(Pr-36ISIX ————————— ———— -'—— S.STEEL COLUMNS SHALL BE STANDARD STEEL PiPE AND CONFORM TO "4114 r"' —1 r— _1 •4•GONGwrre(4000 PSI)'9L A9 I ASTM SPEaRCATi(NdS A33 GRADE B FOR STRUCTURAL STEEL..(fir-35 IM I I .VV x VI x v� 1 6•CMU SHALL BE LOAD BEARING CONCRETE BLOCK LAID LEVEL.&PLUMB I I 1IN A FULL BED OF CEMENT?MORTAR ALL JOINTS SHALL.BE FILLED AND r _ _{ +'-- •4•A'4R�61RAVEL SAM 1 � 1 I PRrn RLYT WIRE AT]H b�IZONN�C`Z JOINT C HALL, EREIN ORCEDWITHI •c I c I t 1 L_I� L_ — J c —J •2 WS(t•10)UNDO J AD 1 I I I WITH STEEL REBAR SHALL BE CEMENT GROUT SOL= ��-0• H I rt�9uL�►TiON 1 �• 22'-b' a 7.BAR RERNFORMO STtM POR CONCRETE SHALL.BL ORADS 60 • DEFORMED BARS EXCEPT FOR TIPS.WHICH MAY BE Pi.Aa1. SHALL CONFORM TO ASTM SPECIFICATIONS.REWFOROM4ENT' I 1 STEEL BARS(REBAW SHALL BE NO.4 UNLESS NOTED OTHERWEE. GARAGE FLOOR 1 - I REFER TO WALL SECTIONS&DETAILS FOR REBAR PLACEMENT. I I• 200�POLPM C 0NCI M FM I I � I I n •s"Co!omm mow irsl)SLAD { 1 9.PROVIDE 1/24 N.DIAMETER z ISM. CkA EVA AS ANCH R FOR U'AT Wwxb'DTM b•x b•:STEM ~ r——— --————' — MV bxb W1�4 x WI.4 MU'�i P I o. ' i ANi2$D wNlatoR j80LTAT 48•W. 4 _ i { ———— — •6-101iL.PtOLYETI'KLJANE V.& I 1 tO.FILLED AREAS TOW M SECURE�wai�CAUY CCO RAM MPACCTSOP D�FOUNDATION WALL •4 �ORAYM� 1 1 11.PROVIDE marlNo DRAINS To DRYWELLS oft STORM SEWER. 1 1 I a •mAyev'ROOQ EXPOSE i � • i I ——-, I I i 12•CATION RE STET]cPn Z:suB FRAME Kr WINDOW AND DOOR I I FOt#VATION WALL I g I I 1- 1 n I 1 13.FIATWORK SCHEDULE WHERE APPLICABLE Q .. aii ----J T __ I •B,Aso�sNT FLOOR sIAB ......._.._-_._.._.4II1.THICK 1 .INTERIOR FLOOR SLAB 401.THICK 2�40 '• I •CRAWL SPACE FLOOR SLAB_.. ..2a1J.THICK i • cMu rN�IL,L o•�+n+s TO i 1• c I • I i 1 L___ I (p 24 x I2 •CIARAOE FLOOR SLAB-®crERIOR FLOOR SLAB .......--..s.Ita.THTCIc .0 I I { 14.ALL SLABS EXCEPT AT CRAWL SPACE SHALL BE REINFORCED WITH IN , I I 6:6 WIA z WIA W.W.M.PffC'H OARAKOE AND EXTERIOR SLABS FOR GMU INFILL MOIOOMI I I 114r' , — -- 7• AG 1 DRADIJ440L PROVIDE A COMPACTED GRAVEL BASE(+M.MIN.) { BENEATH ALL CONCRETE FLOOR SLA M • (i OrRIliNs6 ~�� I - - - flRtO!•POUI�IDATION 1 1 IS- MOVEOe BU.4 IIXJ BTHYLOmo A PM BARRIE UMI R ALL.INTERIOR WINDOW VMLL 1 V 6RAVEL 9W I - I •d1� r0 DOOR•! I I&ALL STEEL GIRDER.COLLYMN PLATES.iFTC....sHALL BE SHOP FILMED WI7li , (U COAT OF RUS r PROHIBITOR&A SECOND COAT APPLIED IN THB FiELD. (LXTE�ND 1�OYM1 TO ExISTIN6 I I L__—— —_--———— — -- -I i 17.PROVIDE COPPER Ti MWM SHIELD AT TOP OF 1 F'i00TIN6 DRAIN) I I _ PORCH _, ———— ENCLOSING THE CRAWL SPACE iF SHOWN AS PER WALL SEC nCft4. 2 x P T.SI�RAML i i I O I — I ''J I MAINTAIN SEPARATION FROM P.T.MUDSILL WITH E-PS.SILL SEALER �'i •' II I •COfIlAC7WII.. 4•SuSL•we L-----------AG-- - -- --- --- ----I I I 1 •4•cot+IC4A x IA - COLD '4 • SILL MA.HT. w bxe w.�x w�1"Mr WEATHER 41 960 APP. I I I •e•(MW ORAVEL SAE FM Ne'1 K ev a �.pTO EXISTIft T Q I I I THE MIX,PIACINo AND C:l1R1N0 OF STRUCTURAL QONCRB78 SHALL I( I w ps con Em Di n.GUIDE TO COLD WWEATH CONCRETING.SPECIFICATIONS OUTUNIM IN THE HE GENERRAL 0 CONTRACTOR AND SHALL GUARANTEE ADHERANCS TO ALL APPLICABLE SE('TION& II M /�l I � LEGEND °' Is I I I exisTtr�61RDER 1 I I I I I � � � 4 2-0 �L4 �-4 O'-4• 2'-W E)QSTING FOUNDA'i70N WALL(VERIFY IN FIELD) O Q ._ ._`�'J -(!1 i I I ®I I �I M'�' MA. ------ POURED CONCRETE FOUNDATION WALL I"I 1 L_ J _J L_ J �'�• 24'-O• �? lr x'"`''+ W/REINFORCED POURED CONCRETE FOOTING QI *@ LrL VGN OM IT, - - ot•eran�s II I (iT� 1so. lSGI. I I 1- C U FOUNDATION WALL N • I I 1 •v" /REINFORCED POURED CONCRETE FOOTING o PO"ATiON WALL s A WINDOI"l WB1 W/64�►vei DeD� I I BASEMENT 4 L � II FOUNDATION WALL SHELF (EXTEND DONN To EXISTN6 I •EXISTING r* n, FOR MASONRY VENEER BEARING FOOTING DRAIN) / I 1 ------ MS1W 6'MiN s�vv Fn+SHM rn�, aal�N B r I I L II p� ,,� I I T- PATCH 6 MAT 44 POUNDAMON• __ ___ w w w • SILL MA.HT. I( 1MNs�7 �., FOUNDATION STEM WALL(SEE DETAIL) Z a Q se•A.I°�. � I I 4�• I ------ � a � I I •, BEAM WALL POCKET I I I 12"x S'x 31C STEEL BEARING PLATE z • VI -- MN Nar i OO1TIft I L=, TO L709TIN6 r- -, i Q 12 1 POURED CONCRETE CYLINDRICAL PIER z a ti e a T O mwrm STEEL COLUMN(VERIFY IN FIELD) EA TI GIRDER K --•---_-- --_---�•----_•_--_- '4'O.D.STANDARD STEEL PIPE COLUMN 4571�•OGOL" L- I 1 TOP PLATE PLATE:BASE 10''x S 1/2"4xs3%4""LSTEEL PLATE PLATE O I I FIN NM roorNs L--J •UNLESS NOTED OTHERWISE ON PLANS. TO�� 24 x 12 90 FOOTING SIZE(W x D INCHES) air' sTE rtUDc •, +00 TOP OF WALL ELEVATI (INCHES) I 9 18 I20»-dxtlt O PLATE ABpyC �1 TOP OP WALL BB1�oW H a Eb �.J (6"MIN.) ——=--=———— ————y-- = j-• POR HF OORTOP OF WALL ABOVE I� RARE 1 11 A 1 I •C WAG?!D MLL q (6 MIN.) 4 •4•CONWWM(4000 FW SLAD VV=— --------8-----� ----- ---'------ _j 4 x 12 ��;,L� FOOTING SCHED E -'�-' i •-0 FOOTING REINFORCEMENT SHALL BE N .4 R$BAR L-----_-i ! r-----_J 09'O.C.EACHWAY(MATREINFQRC0) # I I Q sI Ab • O EXISTING FOOiiNG(VERIFY IN FlELD) BWA" SWA- O 24"x 2C x 12•D.CONCRETE FOOTINO DA 19'-0'+/- I�'-O• O 11 Xr x 30•x 120 D.CONCRETE FOOTING 04/20/20 REM IONS. �,�•♦� QG 36"x_W x 1 S'D.CONCRETE FOOTTNO f a O 42"x 42•x 15•D.CONCRETE FOOTING j FOUNDATION © 4e'x 48'x 15"D.CONCRETE FOOTING P� :f SCALE:1/4"-1'4" 2C x a,)x 12"a CONCRETE FOOTD40• •REFER TO -•. .,•. ;•I�1�.,i r;,'•. �,,.'• .; .. - BASEMENT FLOOR PLAN FOR IACATttN OF PtUMBIN; ;:; ''t� rr y,• r' ,1 ' G FIXTURES AND .00R DRAINS. 30,x W x 12'D.OONC'RETE FOOTINO• a S•. '.•�• 1, ,•1 .:fit: .7;. -:;'�'.; ?' >.•. i,: d' -)1'... - Q _ , DO NOt DRAIN WINDO ��. _.... 'T W&STAIR WELLS INTO F 1.•.. . � ._. .. :., .. •:• �`•. bOTING DRAINS,PIPE SEPARATELY TO OUTLET 'r ,t. :5� -• ••3:_..._....._ • H O 36 x W x 15"D.OONCR1s`i FOOTWQ •EXTERIOR FLOOR DRAINS(E.G.STAIRWELL)SHALL NOT CONNECT`TO FOOTING DRAINS UNDER ANY QR OMAL ARc RTWr'S J 42'*W x 1 S"D.CONCRETE PC�OriiNO• SEAL IN RIBA D4K CIRCUMSTANCE BUT DRAIN TO A SEPARATE OUTLET WHETHER TO A DRYWELL OR DAYLIGHT IF LOCAL CODE °'.:a Y " Q PERMITS.REFER TO ENGINEERS SITE&DRAINAGE PLAN FOR ADDITIONAL INFORMATION. ;:;', `' '` DWO No. •ALL METAL CONNECTORS,ANCHORS AND FAS'TNERS NON-CORRISIVE PROPERTIES SHALL BE CERTIFIED ••':::-''?'. _:r;'' ;: :• i ,. O 4r (U x 15•D.CONCRETE FOO hNO• FOR USE WITH ACQ PRESSURE TREATED LUMBER. �. - ... �..• •• � - •.k. •�' �,; '„•. `I .:�.•• t• � - '�•• r :�i:• :4 NOTES'THE LENGTH(U OF POOTWCi SHALL 8g T.HEStTM OF THE r r <<' AITON 1 A07 -�. . :s ti DISTANCE ��}��}�1 e t , D ANCB BE TWEEN . •. COLUMNS # WIDTH C .J i� Y'i � �• :F'• r' rv""•'• PLAN 'r t i 1 r .ci Ye o i E 219065-E 1 r• O T�. O S CALF P:t R I N .:d:' try.• r � ,. 1 . S r e,ARA0e s1�PLAN BARAwsE STANDARDS ' DOOR M.O. DOOR M.O. 10•X S 1/2p X 5/4w STEEL TOP PLATE' V� T5o1�1 NMI'x W L.�.V� NV(4)q/Ib VIA.VRII I DOLT HOLES AW4#M 6Mr•400 o4,.f KW) , lee!'!'S!Tb ver%dL (�NO.4 PENN^^•TCP 0 (7J 2 x 6 P.T.��RJIMLL PLATE 04 velerle ti IH2MA• ■ rrom"m f�„AL) SET ON EP5 SILL SEALER Yt!LD TOP PLATE Tb PIPE COLUMN s•04% =�j '10Wm7mm MULL IVAftr STANDARV 9TIML PIPE COLUMN 1'LfOOR SW Ft01e1fi01tt•Ai. _ ISOLATION JOINT (�PLANS FOR 91ZeJ PE00A•�•o�c. ALIGN W/ W/PM FILLER OR EQVAL � I` ° �� EXI5TIN8 ° (� «VIA.GALVANIZED b"X b"X B/4•STEEL EWARIN®►PLATE 40RAM• An A. AW.WoR�, GUT GONGR�TE NV(4)"/16"VIA.DRILLED DOLT HOLES SLAB AS• eeveL Slue t1.�• e °° 1 ° FOR NEW POOTINg PATCH 4 MATCH EXIST'INb SLAB °11 I I TOP OT EXIST'INS GONGRETe SLAB I • (�PID.4 9T63 DO!"Q.9 � fbl!tom 4 Ie�1Nlt d .. e°.♦ I I d Y'�LD DEARINd PLATE TO PIPE GOLUh9N • i""'.d TOP OF WNCARCM SLAB d ( I roOTOW . ` IIe • � C TOP OP GONGRETZ POOTINS � . 8nfln � V Ir y ° ° • •(� d • ° 4 11 e ° F. TVP OF FOUVATION L T. . •♦I ° s Q 11 I I d � f O1CS_ HI6FI'STRENGTH NON-SHRINK GEML'NT n !ss•�>.1"c4mv x•�••o�c.) - =•-_- = " Lmome to ' s7 = - - - GROUT L.EVEL.IN6 BI_V twat w"K 0 Aw ° • ° • a • • ° d (.'�GONTINAOU3 11J v <(� (4 I/2"VIA.EXPANSIONI I lyrl"m *4 a °I I ° • • • d ANG�101tt DOLTS I I (+ ��'TM v d ° ^ • • • ° e ° d 4 d d d . L .� �. O e •� d y • G 1. NXIMP r10�0"W PMe7ltt�t Am 1�110rV11�Tot 86M ON SOUP IRoOIS VMW•VIM"SOIL KDETAIL c�sty As REa�. _��..t�t��N•�•,�� o FOR NEW FOOTING ,�.N° `'� M• jai 41 r^ e.lee�•ee�rtN.L ee�TtoNe role�InavtL t�na.s � VJ PIPE COLUMN DETAIL NOTE:STEEL SHALL BE ASTM A36 AND SHOP PRIMED WRIT RUST MHIBTPOR FOUNDATION SCHEMATIC 1w V/ I «H.D.B.POST BASE"91MP50 V M ABUbb G 8 IeOUNDATION WALL O I r t• 5/6"x 12*H.D.6.ANCHOR BOLT I° LINE OP FINISH IQ com 11W d� _ i;- PINNSN dRA>aE 4"GONG.6 AL's (4i000 PSI) Ila � 11 W/bxb 10-10 W.W.P. INK DOLT POOT'INI! 0 e III I r �, I— ; e 11 1 1 t 1 ° �"LINO OF STON£ A I •d SOIL WAR!"�5040 P1w 'VIR+d •SOIL v � � P..XI9TIN6 , _ I�•VIA.FLOURED CONCRETE PIER FLOOR.1019T - a a ee (4000 P91)FORMED BY « I • •°• I/2"Gt1•'ICNT' M+4 /\\//\�/ \//\\//\\//001, \ BOARD (� COW.LiL�L'SAR //\/\/\/�/\/\/\/\/\ 4 *4 VOVM_q •24"O.G. I I a ( q PL.ASHINB I I /\\/\\/\`�\\�\\ \ \\ \`\\ \\\ 0 F+• 1 �a 4 II II ///// / ,�//�/////// // w (4)N0.4 V'LeRT'IGAL I�AR a b-MIL.. M t 1 TIED TO FOOTING P'OLYETHYLENe V.D. I( '' SOIL TYPES SAND,SILTY SAND,CLAYLOY SAND,SILTY d RA GLA 411 'STONEL.P I I DEL. YE'�'dRAVL1 40 (• j SOIL CEAMNS CAPACITY s Zi000 PSF a ds t OOTINd 1°CRMI?D BY WdPOOT SYSTEMS" ° ° 04 VERTICAL �) ♦I t ° I I W/(4)04 BARS,EA.WAS• 11 d �T W GRAVEL.DA°3E I�AR 24"O.C. I •d O a 9 t ° SET ON SOLID,UNDISTURBED SOIL °pl • FINISH®rRAD1 • I I d ♦ • _ XPS II d I I I C ° a 11 INSULATION DD. (1 !_°XISTINI.4 11 • w 11 1�a .. ° 11 4 114 FOUNDATION PtALL b' FOOTING DESIGN0. co e 11 11 d a "• VERTICAL XP9• b« QIt 6 -- 1 I �i i ° • 10 DROP FOUNDATION ( d • n ed °�i==- - _a . mxTL°ND TO POOTINd) ° 04 HORIZONTAL (I / � -----3 e e REBAR•24.O.G. •u .. d Z a d a I I d EXTINP DOWN TO •• �� ° d I LLI � f�a EXI9TINb ts00TINb i ad BEND DIAMI=TEIQ Al "Bev DIAM7!°'T L�+ z ' ' DETAIL DETAIL — z M H , GA-1 (Ew ETAIL DETAIL Z I/2 PC 8M NOT L Me z Ei ,O HOOK THAN 4d IMME tON led HOOK x ti � � NO 9tJBSTIMION PLRMITTIms I"OR SPQGIFIED�uVGHOR9 ao�' fit FOUNDATION REINFORCEMENT HOOKSCON INK BOLT GOIRrTLR91NK BOLT .- 'GONG.SLAB .. /6x6 PSI) 40 GONG.SLAB Q T • W/bxb 10-10 WJ�1.1'. (4�000 PSI) W/bxb 10-10 I d ° ° e e a •+ • • II 1Tr-4 PORCH SL,�u°11 I I ° II - - •• NO.4 191MMAR MI \ POL V.B. .°I I I1• (1 110 - _ •24"O.G. :'. TO left ' ••:. .�/f 46YRA�11V L3A9E ° I I° POL VA. I Ia I _ -• ./ • a e d Ij �' 4"fMINJ e II u �° ° IL //�, � DATE: 4 INSULATION BD, a 11 a GRAVEL BASE I I40" b« rIb« M IlC7 M TO PO WAT10N PLAN TOR ThlIG1GlIC99 04/20/20 VIEWrI �I MOP FOUNDATION e!(�• « I I b" 4" ( I vmIPY IN PIeL.V REVISI NS: 2 XPS (EXTEND TO POOTIN$) tl ° ° INSULATION BD. •d STONE SHELF ° . ♦ ,I1 � 1� y • ° I °I�• d 9TOrie 9HLaLP STEP FOOTING DIAGRAM �_« If II d SLIT'DELOW VMMMCA L XPS• e " e ° °° FINISH ISRADE I I° •° ° SET BELOW 11 DROP FOUNDATION 1 1 •4 DOMLS 11 r I� • d•• *d FINISH 6YRADE 1 1/2"P�l..ULSTONE ON (EXTEND TO POOTINS�) 11 °• ' •240 OZ. J � Ir • OV4"THICK MORTAL!SLrTTI ; PITCH SLAD 440 THIC r.,C 00 PSI DETAIL DETAIL DETAIL A""`Y�M rV b x 6 JAVA x W,4 W.u-. > D C DETAIL �- A _ ' - SCALE,NONE SCALE=NONE -� �� O� :, t :i'• 4"&4Nj GOP�L'1�GTl�dIRAVL'L D IN RED INK ARCHrM.T3 "LANDSGAPL_ "T`t'IrAR PA�DRIG DWG ' �'. _ '�. i': rt. .;•' '7_ 7. .,;.' r, 1 t'-f �,t' i1 :V; , .> L i7 't ..� 1 -i. t. •7 : ,I^ f' -i- a:-r FOUND ION WALL DE I s \7•• > t J 1!` r... A08' 'r �" T. t i 'w• t• �\;®r, t ,., ... .. t t � ALE.NONE 1' p ,.k9't'r;.. j [UriSYLI>;P w h k ) , �• tr.-r r '.� f �, LATFS SHA1-L$E SECURED'�'O F OUN1)A-n(J 1 V�I'�!4. Q (A��. /8 ILIA.x 18 L.C3ALUANY2 FDTN.DETAILS DAID CH -BOLT W Vi�ASH -MAXIMUM S�'�C�N�3 ,' �. .ye�' f ,>..,:'.,t..•,; t ,... t•r`..• � r3..,:Y >Q,. f!7^ �.,M1.P:` �ryI,i �� ...+ t:°f+'1 .. v y i t it 'i'.'• `. ': f ' " RICER"FAT1C� YtUon/219065-E STANDARDS ' c VNIY TOJ"L MO•m is•L RIM.VMt� /Mini M ftx r 4w O.G.(MAK.) , C2)NO.411sr1^•Top. *4 YNt oM.PINAR• NOTrom f1w(TITICAL.) 240 O.G. �J VOUNPATWH PW L MA'AM SKI 04 Haftax N!'AL"SWAM or^ IL r"W ORA= • NQNd wftm f r V (2VL.M91odW0,0.) rom Pock awe a �T 4� _ _ _j o mofflm L �. screw^Omm mmnak A. ro cN.oL to mamnsmm•vv..ttk•"u. 0 :�n�m�oom►..e m4ft-L"OAK cN•WON•was w,N �.L .►tn 001r^7m Twa 1.9 •0 SIDING e��e�e ALUMINUM rwu.WOrlOW MR ADOMW64.>�nA s Cd 0 B.E96�'1•F• N ALUM DRI PICKET FENCE CAP FLASHINevLF-LATTC I &ATE FOUNDATION SCHEMATIC 3/4 "A, E fl GASI NG r� 0 �(J Q FINISH G 8 POMOATION WALL 0 pl GRADE TOP OF WE1-l-' _ (SLOPE AWAY) ;.� HEADER '� a ! TOP SOIL 3 :E'I;ALt(i[�f`-�7i�i ('REFER TO PLAN) POOTI '�Nd C LJ ... • :.. `• SOIL.DIRAMNO�'Jd4O ImSP "ROI • 't> • ; `:. >,• , .. .. SOIL 14 "STAKYVEL"EEHRESS WINDOW ";, ,. ;. :. ` //\/\/\/\/ /\\ 40ry 41 BY "BILGO"*' /\\/\\//\\//\\//\\//\\//\\//\\//\\// 000, ' E&RESS WINDOW01 •' SOIL TYPE,SAND,SILTY SAND,OLAYEY SAND,SILTY d ,RAvE GL/hYM 6RN COPPER SILL PAN �" SOIL HEARINS cAPAC.ITY v 2,o00 Px 12 r'' ,:. ►, 2 x P.T.SUBFRAME(ALL SIDES MIN. ~`, BOLTED TO FOUNDATION ) F ':. : ' • FOOTING DESIGN 0. &RAVEL BAGKF I LL : 5�45HOPEN i 1Vt5 _w L M ALL SIDES OF WELL d j Z a 0 ON d (3/4"GLEAN&RAVEL) � s 64 C�9dD DiZ4m •-' DIAME I!R � Z . a DIAI�TER • 2 1/2 IN•Vir NOT LE98 z LINE EXCAVATED z �O THAN 4d cxTs10N Iad fooKEARTH x a TER 5 W I TH � � VI FOUNDATION REINFORCEMENT � ° t~ RCEMENT HOOKS a €; BASEMENT FLOOR • MIN. •• •' EX TEND&RAVEL DOWN TO FOUNDATION WALL EXISTING FOOTIN&DRAIN(V.I.F) • SECTION 0 EGRESS WINDOW WELL ' ` a• SCALE:NONE No.4 RsRI MK •� TO 1 SL eft ' NOTE:WINDOW WELL MUST BE BOLTED TO THE FOUNDATION WALL. •• . REFER TO MANUFACTURER'S SPECIFICATION FOR INSTALLATION. as DATE!. MIN. er)me TO MMOATION PLAN roR 04/20/20 REVISI NS: STEP FOOTING DIAG ;;,, _� ';'' ' :•{ 1.�# " .' ,; 1 TONE ON L. 1 !.`.,'. d' {:• 1• MORTAL!SWMN& ?(. "i.•1' i s• ...^ `, ;u't i OIT0I4 SLAB 40 THIC4r.,g000 p'SI !.`. .1• 1 r} •i:": 1t •:3•{{ 1 4� •I:; I. 1t.' f•,- l C/NI� _ 1 r Y N k JILqD W/b x b ri1•t 1 4 .4 WTI. K. oluaRIALARcHrrEc 1 ti�• •y , j• ,t.t Q T 1 , •7 40("N.)GOh4PAdTi'D dItA�Ll, IN _• :; ;. ;.:;:,,'...' ;< LANDSCAPE f'A}DRIG DWG No. :-FOUN ON WALL DE ILS �- -I {,!+•.1.' 31 ( r •1�.�� .:E''�-~,�.i .t :+:'.e'i.... .-„ '�j..��11••''.e.'t»,: �` . , �'aL� ,t:i. ..� 1,i.El.:'.`.7�i��jr r r'=�..:•Via.' {`+,\.:''iy' f' _1:„{.:,�:':,'r. � r � f/T1� 9 - WITH 5/8"DIA.is 18"L.GALVA�II D ANCHOR BOLT W W FDTN.DETA iS F °,:€' ,. #'.• , .,.: ILL b�ILL PLATES SHAD.BE SECURED TO FOU bA ON a• /WASHERS 0 48"O.C. MAXIMUM SOACING EXTERIOR"PATIO"SLO Yellon/219065•E GENERAL NOTES � I. SEE PLANS PREPARED BY DESIGNER FOR KITCHEN CABINET• PLUMBING FDCIURE LAYOUT.G.C.SHALL PROVIDE CABINi'T SOFFIT AND APPLIANCE AS REQUIRED. 2. BATHROOM CABINETRY AND FWURES INCLUDING FAC6 OP 00AMrIN MALL ACCESSORIES SHALL BE SELECTED BY OWNER.THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL THE SELECTED r,tee VAee UNLESS THE OWNER STATES OTHERWISE. 3. SEE WINDOW AND DOOR SCHEDULE FOR TYPES. =x 4•R1�IMLL It'*A 3. PROVIDE 16 OZ COPPER SILL PAN FLASHING AT ALL NOW v raw IMMEDIATEEXTERIOR LY,ABOVE A ROOF(REVIEW WITH ARCHITECT). R ROUGH OPENINGS AND AT WINDOWS sf�t�r ro►M�ft�LAT10M •--W T"R-0t MOLD 11N!'JMMr S. PROVIDE"AIR&VAPOR•WRAP BY W.R GRACB AT ALL WINDOW AND DOOR OPENINGS AS PER DETAIL ON WINDOW&DOOR SCHEDULE. VVAW s x 4 POW&M mhm 0=M7e 6. NEW INSULATION SHALL BE CLOSED CELL SPRAY FOAM- mx v 0"IsM eo►m Vr Ow FLooR INSTALLER SHALL PROVIDE ALL DOCUMOTnON AND C4Md1eR trLOOR L,b CERTIFICATES AS REQUIRED BY THE BUILDING OFFICIAL 7. PROVIDE Rr21 INSULATION AT ALL EXPOSEDG EXTERIOR WALL CAVITIES. 8• PROVIDE R-21 INSULATION AT ALL NEW EXTERIOR WALLS A TYPICAL PARTITION DETAIL �' 9. PROVIDE R49 INSULATION®ALL ROOF RAFTERS THROUGHOUT BOTH DQSRNG AND NEW. ilM WHAM Me Etr41Gs AS 990R®TO AOWHODA1e AID C4419M VrLrfy LDW 10.INSULATE ALL NEW&EXPOSED EXISTING RITERIOR WALLS THROUGHOUT AS WELL AS ENTIRE FLOOR AT EACH LEVEL W/SOUND BATTS BY•ROXUL" 11.PROVIDE NEW STRIP OAK FLOOR THROUGHOUT TO MATCH 1 EXISTING,UNLESS NOTED OTHERWISE BY OWNER 12.NOTED OTHERWISE.�SHAL BE 1/2"GYPSUM BOARD UNLESS 0 ' o � o .� 0 13 INTERIOR MfSULDING§SHALL BE SELECTED BY OWNER 41 SUBMIT SAMPLE FOR OWNERS REVIEW&APPROVAL cdV1 14.OWNER SHALL SELECT ALL CABINET Ry. 15.DNT'ERROR DOORS SHAU..BE SOLID MDF WITH SMOO?I4 FINISH.DOOR STYLE SHALL BE SLEC"TED BY OWNER r� 16.0,ONTRACTOR SHALL FURNISH AND INSTALL ALL HARDWARE S AS SELECTED BY THE OWNER 17.BATHROOM FLOORS SHALL BE TILED.TTR.Ei SHALL BE � INSTALLED AS PER TCA SPECIFICATION.REVIEW TYPE AND � 4 PATTERN WITH OWNER. I8.PROPERLY PREPARE ALL DRYWALL SURFACES FOR PAINT (3 COATS;1 PRIME 6a 2 FINISH).STAIN AND POLYURETHANE Oro ALL OAK WOOD(FURNITURE QUALITY FINISH).REVIEW TYPES •^� F+ AND COLORS WITH OWNER PRIOR TO START OF WORIL SUBMIT SAMPLES TO OWNER FOR REVIEW AND APPROVAL- 0 C C worm I HVAC v ,� 24 CL I CONTRA D AIR L REVIEW E)asI'ING HEATING AN Q 4' CONDITIONING SYSTEM THEN SUBMIT PROPOSE HVAC SYSTEM O M!"*TAIL r' / I WITH SPECIFICATIONS FOR OWNERS REVIEW AND APPROVAL. 0 1%(bETAIL�1V�Oq) � I 121 x 460 Tm•. a BED RM#6 LEGEND N • FITNESS RM xx a m ® Emma WALL(VERIFY IN HELD) w ® PROVVE SW YYrE-x NEW WOOD STUD WALL 2 x A 16"O.C. N $ dYP.RID.To L ♦ ors-19 As ree cove. POURED CONCRETE WALL �-.. �, s - es e • I I q IaOX m eou�.N ()esos."r,2a�o RCN1� HAIL 4 I I. es'K RAUJNs z OV a e I i St CMU WALL(CEMENT GROUT SOLID) , 5 ------ — -------- --- -- -------- ND"ISUMPrtw I (LOCATION TDD.M PI13.D) STONE VENEEk g e® M � I BRICK VENEER Z X I TDD.1N rmsp _ ti RECREATION RM (SIC��� p ® s2 DOOR SIZE(NOTED iN INCHES) 0; '�� FV��N& I STAIR SLOPI� °6 MECI4 RM �-M7�fin- L———— N NEW DOOR/FRAME(EXISTING .) [SOX IN cOL1kN •*MiOVIDe!l1IB'TYrrC'X'dl'i! 1A..csiLF ,+la,SfT1JD WINDOW TYPE (S � STORAGE RM �A,ree cove , ® i®aun®)IN C140M IAHM _ 1"<I'1M C44,WM M,WirT10N A t;I�.AT10N T D.M}'1!!.D) Box M COL" MMJ OF IM 2OW i�1" EGRESS WINDOW• Q•R-0O INJIR�J►'fiON•Cl9LIt4s -- --- ----- ---------- -- -------- --.r - ----- HEADER SIZE• UAITEL SIZE• . -------------------------------•-------- COPPER SILL PAN DATE: ` 20/20 OI NUMBER OF ShUDS(MU OR JAC10 R SIONS: I--�H FROST FREE HOSE RJR HEAT SENSOR �H HARD WIRED W)f BATTERY BACKUP N.L. D) ;5 BASEMENT FLOOR PLAN INTERoornNECTQD.NFPA72GOMPLUWC SCAM 1/4 IV PROPOSEDHARD WIRED;.,.. 8 SMOKE ALARM ,. .. ;.� GTE:H ': -�.;}=i .. :f-. :.• . •�-- _ .. •' i; QIIERCONNE w/BATTERY BAC1�iJP N.L S7ED) _L N HEADERS AT ALL INTERIOR DOOR&�TRIMM9D O]PENINCJS SHALL BE CTED,WPA 72 C()MPL1AN (3)2X 1002X6WALLSAND 2 2() X 10�2X4WdALLSUNL 'a.. UNLESS NOTED OTHER .. _. 'WISE. .. 'r:• .. .. :':;, .. CARBON MONOXIDE A1AR1tdi 1� 1 HARD r •1 WIRED W BrATfE, BAC KUP CKUP R 't ® L rE• t +i . IF RCONNE� tsm) AN � CTED NFP A 2 COMP LIAN ';' oR1o�riNc.�i =; ••;�. ci�crs SEltt IN[ INK K 1 ]:t 1• =.'•':. t•' , u J W�: •i� .. D GN. :a' r •fi O -:i• f 1' .. 1. ,�:' ,•. j i. v, , 1'- _ I F••. t i• 'i' 'I t .i' :5:. t �a�• , is ,. ) •'r- vi - i'r. [ , :4`%:' =i. I REFER _ _'� ro wlNoow� 1 1 00-M 01 0--0-2 MR 3-�-- t .. R,[ t 9CHED Y. I f••' r •'3.1 'J• f ULE t' 9 F:• .t? ', 1',• '3`v , t DOLES`,• - ,• AND SPECIFICATIONS CIFICATIO S j ISt 'i•�•� r'• , ( ` , t..� •l., r.'.: Ali� •i '}♦ i a.1. �• i'I K i '.t.'t �'ir -i' ).:`• .1 i.i ^'�: .i• �,4. �aa ty,'. a r .1' { •Ci•. '+i• Lyi''+ �(��- '.If.•. .j.. •S'• .�' `` •'t' 4 • *yam �s~� Cn.,• T1 •ir \• �: ifs •Sl +1.,• :'�. � .? �- FOR A10 5 '�• i 1',' t ie 1 ) w , S�.'' y " t i t + :4 t i3 .j:'.. _ �• �• -?�.. :r:•� .,:, R PLAN - r :�• }' t x• is •,I, q ;5 •is .� t•, t J- ''>:.:ti`• ,l V•Y :T r( t-- .i , t 'r l ''L• •I' -t'C ''+' 'Y !^: '•!.• ram' :V 1 mot, 'Ti r't j llo Z'«• i• 1 t: 906� t. t• + is !' . '•t•, _ 7v• :J:. . t . `4' 1 ... • '.I- + .t , •l:F .,1 , .. .d .. , .. , � •Y a O. :�. . . .. �: . .r•:i=�. . :a... .•��: �.�,, . . .��,'. >• .. :• _�;,�� '�• . �� . ..�'..- Ire •rt... .�.... .r .. . . .. . . . ! . .. . . ..r '� . .+ .. ... SCALE ' t 'WNW. >i100111b-. A r • r r F 980010 Mom eoN�rtro�ole � V • MAI. IQ9wt TO EMAL KI?�GFIEN /W b1.p• ptp• b 19Q. BCiI. ECL O Q Z �4 "DID NDfo Io I ——— H-o ———--1 19----- . _— -----� --- N-o MOW-RATeD STAIR AeGERILY I 'Trai+•smo�e visom I •AZW CLAN F.T. I ® 0 0 eAs b x b FVWFURIWLACe Nl..LISTl�7) I � •0 � 1 1 �Vee CUBBIFS I Arno I I STAN � ,w n VE DA I b• 4. b ni tJ1 �� •I V2' 'flDP!lsroyoR I � •TOO LINO I • +.1 t LM OP 2W PLR GARAGE p rC ADOW 18•�_ I ID' I .W21 IIiJ'UL.•K%LS I W F.T.so FOAM I I Q D coNc�Dhr is CAA O .svm'TTP!x e 1 ^A.�s . a O G I r- ——— (4b-Mtl PAM) 0 FDID .• ci IISII NDII if !�'!il , - N,d, c I � N � 1 sc t wro• PORCH r�oi�ur►Ttow b 24 1 I I •1 V� FLR am" � 0It r4NDC"r� 21 . HARM s1pRo" KITCHEN •Tt6—_ C (raa.By orrm GREtAT RM sI�rn.Arl� Assrrc -_ - _ -` Q+dY � C GUEST RM III N'JII ,� 3 (CAM CLO.) �, KITC..HMN O!`'SIdNER v I I ° QM O 0 L 8 I D t` 92 DIRT VvW do& � vmr R ME TO � F"ROwJICC '-O" =6 4 b-0 N.L.LISTID) i ev be Tjol——— IWO'ro. 24 t}.t isr.ram•.'_.''. .�.Y I ; f•`..!,• NI p,N•�G gO r'. • �®•..• • ro tf. I�I t; . - •ft.rt,tltli. •t �H el A�:•Li'' L Ii l(II.~��.—----4—x-14—•x---v�(�I,�1 i — II1 I1I w PIP DI II R NO�MB. 9 q eam -- P. `.11. Z41-O' i r1! Z � zDINING RM STUDY 1lC da}"OowiGT't E M°�C 1''S fill LIVING RM FOYER • 24 CL Aeove a� 4 a PORCH T •TOO Lf" JC�p DA 504/20/20 REVI ONS: I V9'x MIRST 7IV" 9CAL 'AD CLAD b x brT Pow 161-0006 � 17 , ., FIRST FLOORPLAN DWG No.SC ALD 4S•I-0 �,UV R :183 }! i NOTE- E i' HEAD AT ALL INTE b RI R R 6L DCVO TR IMMED ME •�'J PEN D OPENINGS SH ALL HAUL.;• BE V 1• d is -r + .�::" ,•' 1 � x6W LS aY/y' ' +'..: t.� •f �� LESS N RWISE ��. •}'�.;t ' •1'• Wit,-. 4: r.�•' I• r :�f•'-',G+ "t'• .r:' .1�.•- �.+ is k f'•r�::.: ei Y. ,. :,;, t 'iAll �' 1• a •yr- S I �. S T t y'e' d 5 1 1{ '. r e:' .7,:)'�,.1. .%e._i L: <• Q �,`::.,:1,,• �1. , sty r�r '•t,.t,;�: ;q:: .�.,1�•�'•' '-4.i ::i:''f' "�•' , •t:.'' rff'•.4d •o•� ,. 't C; ��j...�-N -:1„ ,f��.,...&.� r,•. •-t. .t '{: , FLOOR PLAN r 1<. . I r. ;i• 1 M 't 'IT•' e Y ,l.!' •t • Z• .•S .t a t' r '•r. 'i 19065- E 7 a r•- { f •:i' GENERAL NOTES I. SEE PUNS PREPARED BY DESIGNER FOR KITCHEN CABINET PLUMBING FDCTURE LAYOUT.O.C.SHALL PROVIDE CABINET SOFFIT AND APPLIANCE AS REQUIRED. 2. BATHROOM CABINETRY AND FIXTURES INCLUDING ACCESSORIES SHALL BE SELECTED BY OWWBR.THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL THE SELECTED UNLESS THE OWNER STATES OTHERWISE. 3. SEE WINDOW AND DOOR SCHEDULE FORMES. 4. PROVIDE 16 OZ COPPER SILL PAN FLASHING AT ALL EXTERIOR DOOR ROUGH OPENINGS AND AT WINDOWS IMMEDIATELY ABOVE A ROOF(REVIEW WITH ARCHITECT). S. PROVIDE'ATR&VAPOR•WRAP BY W.R.GRACE AT ALL WINDOW AND DOOR OPENINGS AS PER DETAIL ON WINDOW/&DOOR SCHEDULE. BSI'-0•+� �D'-0•�/- 6. NEW INSULATION SHALT.BE CLOSED CELL SPRAY FOAM. INSTALLER SHALL PROVIDE ALL DOCUMENTION AND f CERTIFICATES AS REQUIRED BY THE BUILDING OFFICIAL. W 7. PROVIDE Il 21 INSULATION AT ALL EXPOSED EXISTING I EXTERIOR WALL CAVITIES. i 1 8. PROVIDE R.2I.TNSULATION AT ALL NEW EXTERIOR WALLS 1 9. PROVIDE R-49 INSULATION 0 ALL ROOF RAFTERS THROUGHOUT BOTH EXISTTNG AND NEW. i I 10.THROUGHOUTAS WELL EXPOSED FLOOR ATEEACH LEVEL I W/SOUND BAITS BY'ROXUL• I 11.PROVIDE NEW STRIP OAk FLOOR THROUGHOUT TO MATCH O � I EXISTING.UNLESS NOTED OTHERWISE BY OWNER R OF 12.NEW b��$;HALL BE 1/2•GYPSUM BOARD UNLESS 0 i 13 INTERIOR •.� I SUBMIT SAMPLE FOR R OWNER'S LREVIEWB SRO OWNER 1J , II R F 14.OWNER SHALL SELECT ALL CABINETRY, v 1 15.INTERIOR DOORS SHAM BE SOLID MDF WITH SMOOTH � I FINISH.DOOR STYLE SHALL BE SLECTED BY OWNER C�7 �1 4 16.F AS SELECTED BY CTOR SHALL FURNISH AND iNSTAL.L ALL HARDWARE - ( H q II& AS SELE THE OWNER ; s1101��lR I I 1 17.BATHROOM FLOORS SHAH BE TILED.TILE SHALL Be V�jI AS PER TCA I PATTERN DWI TH OWNEREClFlCATTON.REVIEW TYPE AND .• a r 0 1 1 18.PROPERLY PREPARE ALL DRYWALL SURFACES FOR PAINT � O , 1 (3 COATS:1 PRIME&2 FINISH.STAIN AND POLYURETHANE � �y O ALL OAK WOOD(FURNITURE QUALITY FINISH.REVIEW TYPES � F+ M.BED RM i - _- --- � °° � OWNER R TO START OF o�,,�PLs o OWNER FOR REVIEW AND APPRL. 171 RAISM I u�. L ( BED RM#4 Q 4' I �Ob•N- 1 � � � T 4•, _ HVAC v 1 0 � a I I © CONT� ro F.X wcR SHALL REVIEW IsrnNO HEATING AND AIR �L 4 I 1 9 CONDITIONING SYSTEM THEN SUBMIT PROPOSE HVAC SYSTEM O K 1 WITH SPECIFICATIONS FOR OWNERS REVIEW AND APPROVAL 0 F+ 4• ��-0•�� I 1 •• t`/1LIdN MW,l)"V MOth Sb• ® OD"TO. — -- LEGENDa c1l. N EXISTING WALL(VERIFY IN FIELD) CL. n 8®� IPA -VOM I HALL III - a, � 24 24 �-0• IATTIG 9TAll� I I W.I.C. NEW WOOD STUD WALL 2 s @ 16.O.C. N Q � e L _ J POURED CONCRETE WALL ►w•� x92 M TIIa/ _ �•••-� w o CMU WALL(CEMENT GROUT SOLID) AG BED RM#3 40 4'-4• w 1 z , 8 ® STONE VENEER z b1144ou9H0Vr LET ROOM erm TO e OCRAW � 2 ■ BRICK VENEER ►-+ x w_ I �t BELOW . 26 4'-4• 4 © 92 DOOR SIZE(NOTED ININCHES) a: GRAIN PAR w 1 81 0 o 40 2dow 4• T PR MI t tw + TUd HM TO� r --- -- 0 N NEW DOOR/FRAME MUFTUJ0 R.O.) I QBED RM#2 1° 1 t BALCONY I k a'°'1DO'�' •a Io 1 � 1 x 40 I'-0 i 4• I i O A 1 � EGRESS WINDOW• iI i'J�+OW � I � HEADER SIZE• ROCOF I 1 144 I UNTEL SIZE' S I I I Lpol I - -- -- ® COPPER4 PAN DATE: ROOF OI cose NUMBER OF STUDS(NULL OR JACIO 04/2,0/20 R SIGNS: �N- �lld.. DOOR �•-•4� FROM FREE HOSE BIB (I 'I HEATMISOR nH HARD W1RED W/BATTERY BACKUP(U.L U.STED) ��� �010��D.NFPA 72 OOMP[.I1WC13 11 1 HARD WRLED W/BATTERY BACKUP JU.L L1S"rW) INTTEROONNECTED,NFPA 72 CJOMPLIANCE SECONDPitC)OR P� _32 ARBON TIDE ALARM SCALE:1/4"-1'fi HARD WIRED /BATMY BA (U.L LIS'?ED) o - PROPC>SBD MMRCONNE ,NFPA 72 COMPLIANCE NOTE:HEADERS AT ALL INTERIOR DOOR 6c TRIMMED OPENINGS SHALL BE (3)2 x 10 Cep 2 x 6 WALLS AND(2)2 x 10 0 2 x 4 WALLS UNLESS NOTED OTHERWISE DWG No. � REFER'm WINDOW&DOOR 9CT-LEflt U SHEET FOR SCHEDULES AND SPECIFICATIONS Al2 FLOOR PLAN TV)MnT 4 r At P vp TATTc Ye11on/21 QM5.F G EN ERAL N OTES ?� 1.MUD SILLS PLATES AND ALL OTHER LUMBER IN CONTACT VM CONCRETE z,-1 SI•IALL BE PRESERVATIVE-TREATW AGAINST'DECAY IN ACtCORDANCE WITH AWPA U 1.(R317 OF THE 2015 MC) u L ALL STEEL,D KXUDINO BI ARINO PIAISS SHALL BE SHOP PRIMED AND w RECEiVE A SEOOND COAT IN THE FEW UPON COM,ETION. p 3.TOP FLANGE OF SLEET.OIRDE iS TO BE RAM WTI`I TOP OF FOUNDATION p WALL COLUMNS TO BE STANDARD STEM PiM }A 4.STEEL SHALL HAVE FRE•DRI L SD HOLES FOR 1/2 ZN.DUI.BOLTS®IMP FLANGE PQ FOR 2 ROWS®2441.O.C. PROVIDE SOLID BRIDGINO®itdD POINT OF RAOR SPANS C EATER THAN 8 fc 6.SUBFLOOR SHALL BE GLUED AND NAMED TO FLOOR JOiST W/CONTECH PL400. PROVIDE GALVANIZED METAL JOiST HANGERS AT ALL RXISH CONNECTIONS. R.ALL SOLID AND BUILT-UP WOOD POb iS SHALL BE CONTPWOUS(VI SOLID BLOCKING AS REQUIRED)TO FOUNDATION WALLS,PIERS,OR STEEL GIRDERS. 9.ALL EXTERIOR METAL ANCHORS,FASTENERS,BOLTS.ETC-SHALL BE HOT DRIPPED OALVANUND(HDG)STEEL. 10.PROVIDE 2 x FIRE5i10mw AT DROP cOumoS AND AT ALL AREAS REQUIRED BY CODE.REVIEW WITH LOCAL.BUILDING OFFICIALS. 1.PROVIDE HURRICANE ANCHORS AT ALL RAFTERS.SiMPSO N a H2.5A. 12.STEP ROOF SHEATHING BACK FROM RIDGE AS REQUIRED FOR RIDGE VENTS ---------- - ----- 3.FLOOR iHOW,LVL,PSL&I%SHALL BE MANUFACTURED BY TRUS JOIST WEYERMaUSER OR APPROVED EQUAL.O:C.SHALL BE RESPONSIBLE T5 SUBMIT SPECIFICATIONS FOR SUBSTITUTED MANUFACTURER TO ARCHITECT FOR REVIEW PRIOR TO MATERIAL ORDER Z x b rL TO -- �----------------------� WALL BRACING (DOLTM TO STWL RL NdWJ , VO x ZI , I WALL BRACDVG SHALL BE IN ACCORDANCE VlrM METHOD ST s-BIQAM ' I CSWSP(TABLE 602.10.4)AND TABLE 602.10.3 IN COMPLIANCE 0 I I I OF THE 2020 RCNYS. I _ SHEATHING EXI3T1N6 JOIST I DOW"LNL JOIw • VOUBLP LVL JOIST I ` uND�Eo<KITcI•tEs1 IS-AM Opm SUBFL0,OR: 3/4"ADVANTECH •O L----------------■r--J V J ! lDflTsm f1.00R JOISTS WALLS I/2" EXTERIOR GRADE PLYWOOD cd I ROOF(ASPHA1.Th 5/8" EXTERIOR GRADE PLYWOOD I , I ROOF(OTHERN 3/4• EXTERIOR GRADE PLYWOOD LEGEND � I I I t°R/1MINs JOiST Sm 1 1 I 1 1 1 1 1 1 1 1 1 1 � n11/b TJU rj I ARom.JOIST'! JOIST Somm~!Imes) .0 O LIM OF i 1 1 1 1 1 1 1 t a2ff KITGFBI ISLAND ap ICN DRQTm or JOIST atom T~ I I 0 p p A-560 SERIES B-360 SERIES I C-230 SERIES L 1 L I L 1 L 1-.L-L-1-J--L L J 1 1 TO I-JOIST BY•WEYERHAUSEW OR APPROVED EQUAL v .+■+ ■� I LV.L LAMINATED VENEER LUMBER 1.9 E(Fb-2.600 PSI) p v cl ( I ( I ( I ( ( I I I I x� 1 I 1 1 1 1 1 1 1 1 1 1 PS.L PARALLEL STRAND LUMBER 2.0 E C%-2.900 PST) O MM4J Iaj I D.F. DIMENSIONAL FRAMING LUMBER NO.2 D.F.(Fb-950 PSI) Irr W I I ( ( I I I I ( ( I I 1 1 I 1 1 1 1 1 1 1 1 1 1 P.T. PRESSURE TREATED LUMBER NO.I S.Y.P.(Fb-1050 PSI) a I JOIST AND RAFTER SPACING IS 16"ON•CENTER tN EXIS 6riDER ��-�r - =��=��=�=- �� � • UNLESS OTHERV/ISE NOTED ON THE FRAMING LAYOUT ' .00 CAL I I .00 S 1/2•Lvi. 1 , 1 I 11 II 1 rJ-b 2 x 6 D.F. a STAIR RA. ( J I•U-1 7 I/4"LVL � n'N b I f� , � W � o 1 -- w rll-b � �, x.� I/2°pgL I 2 x 8 D.F. -- z v. s I 1 g IS I � Z � '7 '1' tl1 1 7 1 11 9 wr-m x a 1 1 - L- P9L '-' rJ-w 9 I/4w or 9 1/2 LVL ---- z s ,�/ w Z . JI I W I 1 1 1 rJ-10 2 x 10 D.F. Z M 19 tr( t I ( 0 rJ-II It 7/8'TJl d1x X 1 df _1 .1 . rJ-1I I IL/4- " • CO'Coo g I n I ( Ior 11 7/8 vL I1 1 Q11 E1 rJ-iZ 2 x 12 D.F. 1 1 1 1 EX19Tm SIRZM J 1 rJ-14 14'T71 1 �_rJ-ib ♦ IW 771 I •TRIM AS REQUIRED TO MATCH DEPTH OF tXtknNO JOIST. , 1 1 2x6D.F. ■ ■ 1� 0 T 2 x 8 D.F. OPlR4 C^J40 X2 r0 D.F. /117/8-LVL w Z x 12 D.F. V 2 x 6 D.F.SLOP OD Cg/ Ind 2 x 6 D.F. '.�• DATE: 2 x 8 D.F. - 04/20/20 R SIGNS: FIRST FLOOR FRAMING LAYOUT 91/2"LVL SCALE}1/4"-Nr BASEMENT FLOOR PLAN R-O 2x IOD.F. S PSL BEAMS(WHERE SHOWN ON PLAN)SHALL NOT BE SUBSTITUTED WiTH A BUILT=UP LVL BEAM. • - Q• ALL FRAMING MEMBERS SHOWN ARE FLUSH W/FLOOR OR ROOF PLANE(CONNECTED WITH METAL HANGERS) _ I 1 7/8"LVL- -': UNLESS OTHERWISE NOTED OR DESIGNATED AS A HEADER WHICH THEN THE MEMBER IS SET BELOW THE PLANE. R-1� 2 x 12 D.F. • SOLID BRIDGING 0 MID-SPAN is } ,� t•. t ,l ROOF PITCH OVERLAY ROOF _ •:i O L' S >t _ B W• - �� 1NTERI R O ALL POST O FsARIN r4 G.C.SHALL LAYO PLUMBING �t ! �I:'LAL U'f' e' ..tFIXTURES PRIOR f �$� li:" =ti• v t .i R• -1 (( 4�.. i f } 1. •� :.t• 1 ,li, .1 i '1't0 'T Y {• '1 FLOOR FRAMING -FRAM G TO MINIM FOR { i'.' ''<i� �f MINIMIZE THE NEE �� i•� 4' 't' .�': i { ! S 1 7: T 2 r:. �i •] J J 1 • rz: GIST HEADERS .r- i r EAD RS AT PLUMB � t ING W LINES .��' • WASTE =�•: :, C• Till- UIW I ER is .F.:,.:• •i:T 'i AR�FIIIBGTS i• r. C' $�11.Qd MK RED M POST•i:' j' INIMUM WtT" BE SHALL 1: it•t •r v i , i _ PLUS 2 '4 r'I , BEAM WIDTH WG No. f •1' J• � 'I'r t -} i r , r >'• •, ter.' 3 't t 1 :r _l •i :It' Il 'i t .< i'Y i• �t.•1: �• 't`/', - r: _,< - BUILT-Up )�06T�1B0 B- '�:• - 'r� BEAM t; .h t', �.�:. is�:, ,i '1'• ,] 1• > F �1 1 L>Ij Y.•r ` ~ii:: lt;: r t y •f �i S. •r i' `i��; a t• t,,. ` o - i a- �t ` f =t :i n q :tL �p�����h •�^..: •r:• } U.�:; :t _:� =t .; h. •' •1 �EILINC3 I'1�1OHT •r: ri y 1 f :i•: 1 '•3 .;,,..J•:`.' r. •i' ,t- -�:' r {� .':Et'l' ]] '•i 1 -:i •r' �.1• AN 7 '.ir• } '] r' �. 7 tI 'r. A13 ¢ � ,°r' �. `('. '.�': is� `:;. _ .4 +r} Y'• •J i J. : r.,, '•�.. ,�'::�'.p i�S• } i i •P, 'r t '1` t ,., •� rr. 'it'9 ..r...... 77�'•',r• i. i'} T• yy lit, ` � rf' 1 .>.., l•• .}� it :tit+c .f n '3�"`•,- .E , } •P:' �]. t�.. :.'�,�', z L i }� ••ff `, ,t: -flJa- t •k;'• nyV t rYj •V. �Lj 1 FLOORFRAMING 5 11� ,y l..7 .J• ''�' 'i:.r'• ,4R :Y•''-. t .}' , t, �• 's .r 'r .r v.t1•;• "�_ Sl' .4'S' t• M r {{ �. •'Y �kV' , •� •'P ": i7^'ate'`' �•' i. •c-. -Y' `h. 1•� ,t. { �<'. It Y i:9'._ ;r'•': -� 'f •,C:.,.: /• T 1 '1: te�rr,, I•' srr7 , �, 1.:fi:.• � .f t :# is 'f i :'i'!� l`• '1' �•'' . •'1 `'j" 'tit }�/ J `+I i. ..n` 34. L ,', `t�;'r[ t •L. ri { _ .,:..�. -, _ � NOT ALE PRINTS ,r n '�� -�"r .i:•- ,i:.�.r fit:: r'i:1 .Y;. •r t t •�•. '�1 ,t r.i 5 }yy t 1 t: F'. ,L:.' y 1 t.ry:•. r f:. ;Jfr• �y1'.jj. ♦Y• •9'• �� t r !� y.� 1 . Jf<:�'-:.•,', I' a '�.. ••,~, a �t }. e. .. i .1 •�'.. .< ,'f.. .. ..t►. v,.. u.. �:',,. .. _',C .. _ . •6,' .L r.'o _ rJ.TL''.,.,. .._ .. , .. .4�:• ,. fit.) •'7 :L ti t}'r .;.�:.°t r" .. 'r Ir., •.'t ... `Gi.�%" -i¢.. ,.✓ .'7..i ,_.� . .. •�:' t':=' "1, .•.,' t +i• . .k.:`r , GENERAL NOTES �- I.MM SILLS PiAM AND ALL OTHER LUMBER IN CONTACT WITH CONCR[s TE f+ SHALL BE PRESERVATNE•TREATED AGiAINSi DECAY iN ACCORDANCE WITH AWPA U 1.(R317 OF THE 20151R0 2.ALLSTEEL.INCLUDING BEARING PLATES SHALL BE SHOP PRIMED AND RECEIVE A SECOND COAT IN THE FIELD UPON COMPLETION. 3.TOP FLANGE OF STEEL GIRDERS TO BE FLUSH W[TH TOP OF FOUNDATION Q WALL COLUMNS TO BE STANDARD STEEL PTPE. 4.STEEL SHALL HAVE PRE.DRILM HOLES FOR 1/21N.DU.BOLTS 0 TOP FLANGE FOR 2 ROWS 0 2+1N.O.C. 5.PROVIDE SOLID BRMOING 0 MMkFOIdT OF FLOOR SPANS GREATER THAN 8& 6.SUBR OOR SHALL BE GLUED AND NAILED TO FLOOR JOIT W/CONTECH PL400. MOViD1i GALVANM METAL JOIST HANGERS AT ALL FLUSH CONNECTIONS. ALL SOLID AND BUILT-UP WOOD POSTS SHALL BE CONTINUOUS(W/SOLID BLOCKING AS REQUIRED)TO FOUNDATION WALLS,PIERS.OR STEEL GIRDERS. 9.ALL EXTERIOR METAL ANCHOR$FASTENERS.BOI E PG....SHALL BE HOT b x b P.T.POST _ DRIPPED GALVANBHD(HDG)STEEL -- - 10 PROVIDE 2 s:FIRESTOPPING AT DROP CEILINGS AND AT ALL AREAS REQUIRED 1 1 BY CODE.REVIEW WITH LOCAL BUILDING OFFICIALS. A, — S 1/*x 11 t'ro'PBL HEADER —————— I I 1.PROVIDE HLTRRICANE ANCHORS AT ALL RAFTERS,SRAPSON•H2.SA. —————————— W M SET By If,(NOM SILL _ 12.STEP ROOF SHFAMING BACK FROM RIDGE AS REQUIRED FOR RIDGE VENTS '$ -- ( TO ME/ATIONS) 1 1 3.FLOOR 1401ST,LVL.PSL&LSL SHALL BE MANUFACTURED BY TRIS JOIST V WEYERHAEUSER OR APPROVED EQUAL O.G.SHALL BE RESPOM BLE TO SUBMIT SPECIFICATIONS FOR SU)BSITTUTED MANUFACTURER TO I I I I( 2 x 12 Q� ARCHITECT FOR REVIEW PRIOR TO MATERIAL ORD13 L BOX DOM MEADER TT ' ► I eoX Down - FIN Arne STAIR °` WALL BRACING (1 �• WALL BRACING SHALL BE IN ACCORDANCE WITH METHOD I III I I I I CSWSP(TABLE 602.10.4)AND TABLE 602.10.3 IN COMPLIANCE Q I OF THE 2020 RCNYS. •N xi j : D�-1 I It 14•LVL RIDS - - -- z - - ----- �-- SHEATHING a 0� SUBFLOOR: 3/4'ADVANTECH •r+ I I LiPE OF G/1NTILE'VER I I I i 1 I FLOOR JOIST O 2 x b D I WALL: 1/2" EXTERIOR GRADE PLYWOOD c 1 1 2 x b 1v�YrAl.L.ABOVE 1 1 1 TO RiO'O1• 1 � � I I 1JP TO 4A2 ROOF I( --------------- - - ----- ---1 ROOF(ASPHALTh S/8" EXTERIOR GRADE PLYWOOD 41 11 I -��— ,,,- I 11 I I I I 4 � _ - -- 1 1 ROOF(OTHER} 3/4" EXTERIOR GRADE PLYWOOD --- x x �+ 14•LVL HEADER �I �I LEGEND � � I I v ED @ 1 1 v I PR+�MlNs MQs4�lt JOIST SI=t(11 1ro TJU .,� 1 ( b 111LI V4• ---------- I I (gAVR J 10450 JIOiST�(no SERIES) 0 .� p A ?) -9 ., �;1 rtr 4 DM�GTiON OF JIOiF3T •� 'T3 1► p �� .. ---�------------r•---'----------- ---�,� ,� � 0 0 L r ------_ ------- A 560 SERIES B 360 SERIES C 230 SERIES 'Its TJL I•JOIST BY-WEYERHAUSEW OR APPROVED EQUAL I I YELL x LV.L LAMINATED VENEER LUMBER 1.9 E(Fb-2,6W PSI) 0 I P.S.L PARALLEL STRAND LUMBER 2.0E(Fb 2.900 PSI) � Mv 960 TJI 'S60 TJI ""'b- --------------------- - -----------� I � W I I I D.F. DIMENSIONAL.FRAMING LUMBER NO.2 D.F.(Fb-950 PSI) p 1 Ipp I I P.T. PRESSURE TREATED LUMBER NO.1 S.Y.P.(Fb-1050 PSI) •� i� - - - ------ ---------- I BOLTBis� I JOiST AND RAFTER SPACING is l6"ON-CENTER ® I 1 1 1 I �R 1 UNLESS OTHERWISE NOTET�ON THE FRAMING LAYOUT j 1 1 i I 5 1/2•LVL Vv x a? - T I 11 7ro• 1/L I I I I I rJl-6 -- w NX2 x 6 D.F. 1 I III fro'TJA 960 j I i■J-'i 7 1/4"LVL p� din I I I I -_ a W 1 1 1 I FLOOR JOIST 1 '`�� 2 x 8 D.F. � _"? • ,� 1 11 � j 1 r 1 � --- ---- Z w 00, p, I GANTIL�R JOIST I I I - I L-----------------J 9 L/2 T71 a 11� 1 I I 1 11 STAIR I( >�J I I .% r I I B' _ - !''J� 9 1/4'or 9 1/2"LVL' -- v; I z 11 �7• ..1 I I I 1 I L I I( IL I E I �' ri-10 z o,V_ B F II�1 I L II 11 sA I-- �- --tr--- ---t------- ----------T O 2x 10D.F. 1- 1 SISTER EA.JOIST I I = = 1 Q i�J-11 11 7/$''TJ1 X ti a m NV it� •TJI I I < I I I I I I I I 0 --- ro c�bo) 3 _ � �'�fTii L 1 w rJ••11 fU " I 1 1 l i 4 or 11 7/R . � i I I I I 2x12D.F. ----- ----- i _ 1 -' 14".TJI 1 1 (�II fro'LVL rJ-14 I fa - 16"TJI _ 1 1 I I I •TRIM AS REQUIRED M MATCH DEPTH OF�k!m2od'jolts-r. 2 x 6 D.F. 11 1 J I I I I I I I x I I I w d 2 x 8 D.F. 11 11/00 LNL ft"JOIST I T_ /k� - . � w", 9 L/2•LVL XI,1 I I 1 I - er 1L'?1n.•_LV-------- tr X1 1 I 2 D.F. -------- --- •� I I 11'1/e"RIM JOIST ------ --- L �I ( I II fro•TJI FL m I I 11 w TJI FLOOR I a 1 7/8•LVL ------- GA1tT1LtV!!R it 1ro _ 1 1 I I I I JOIST 1 I JOIST T.p FLOOR JOIST I 41x41x1/4' �_--�-___ -�_- D.F. STEEL TUBE ----- -- 4 10 LVL FHADhR I 1 2 x 6 D.F.S PED QJ..01 PL.AIW i S FRO Q'D. I C�+ 2 x 6 D.F. ' i---------------- --- -----J�STFMV' - -- �--- pAT�, I I 1 I R"a 2 x 8 D.F. 04/20/20 b x b P.T.POST I 2 x SAY 1 I 1 }�.� 9 1/2'tVt �IONS: SECOND FLOOR FRAMING LAYOUT I SCALE:1/4 1'-0" FIRST FLOOR PLAN I '� I I 1 � I I ewST1r>�FL,oOR JOIST I w I�10 2 x to D.F. • PSL BEAMS(WHERE SHOWN ON PLAN)SHALL NOT BE SU�Bsrffu ED WTT'H A BUILT-UP LVL BEAM. I EXISTING STUD Wid.L r I I 11.1ro'TJt FLOOR JOIST I O � 11?/8'LVL ! i • ALL PRAMINO MEMBERS SHOWN ARIx FLUSH W/FLOOR OR ROOF PLAN$(CONNECTED WITH METAL HANGERS) L—————------ -. -- -----� L------------------------------------I UNLESS OTHERWISE NOT>D OR DESIGNATED AS A HEADER WHICH THEN THE MEMBER iS SET BELOW THE PLANE. 2 x 12 D.F. • SOLID 13RIDGING MIDSPAN �': ' ROOF PPTCH � OVERLAY ROOF O.C.SHALL LAYOUT PLUMBING 1-I?CTURE9 PRIOR ; .! INTERIOR ERRING WALL TO FLOOR FRAMING TO MINIMIZE THE NEED FOR '; i __. _ BUILT-UP 2 3t POST CO W1�8 3 • JOIST HEADERS AT PLUMBING WASTE LINES. " t T- - TO FOUNDA'1 ION WALL OR GIRDER crs (MINIMUM POI'?WIDTH SHALL Be TN6'F rwx . .• .i .} c ' BEAM WIDTH PLt,JS 2;: ,•� 'i.• ,;. STUDS) I3WG No. .�:-: .. ..,L.. , •..i• -1.' , •i`' is -•' •t'- _ . ! '' •' r !' :3Y MIT4rJP POST ABOVE x f' l' Ff :,: 1r• r 't \f• f,r' •f: •t t NMI t y F? •�• CEILING Id U H�#E HT G FRAMIN •i 'i•*' e z' (R .i. :•ii: If tir , `` ,.r.•- •f•,. 4 l'` is •1 i f 1 1 t S .L. •i ,•, iI• .i - p '•C ai t•• .+ •y- FLOOR FRAMING yam: g L-r.:� ., •r• •l::fy`%:- .r1 i1 •. .4`• F •1E `'i3"'"- 'w, :i• .]. :�+" qt,• w 1' 'i •v.:' i 't t •�, M :i.:. '3i. �... ..J• :1 's.% %''• fkr .r t fi •r l• ''X A14 -� • •'r , r f >+� { +r C .r� r �• K• +l '4 'S�'•': o i •I '>'L' :f t: 1 _ Y uo•.i, 219065-E • .tip• .rr,' •.t• .t.5 � ,S. i. :.• D NOT ALE PRI:l• J. + .t O O SC N J•. ( i •�'� .7- I 'I 5• •-\• it r k• .{ !a'i 1•• ,LI 'i+ '+�i I,' i 'i•:2' ,:f. �. '{r •u „ as :.1� is f••: t t •'i• 'C• //• L J•'' i 'S,'• r t- •1i' 11 f {S v; 1` :i• •X Y� f:,• ••i L t .. .'1:' . •I• ._.r .. ,.. > • . _ +t)'.f•. ,. :f.:. .:•�a.. , i' ...'i. GENERAL NOTES • I.MWSILLSPIAMMMDAUO'M U;M MtMCOWACTVMCONREM / SHALL BE PRESERVATIVE.TREATED AGAINST DECAY IN ACCORDANCE C�wA A' WITH AWPA Ul.(R317 OF 2015 IR!SMO�•�� 12 L ALLSEEI,INCLUDING BEARMO PLATES SHALL BE S14OP PRIMED AND ---------- -- — (b)2 x b t�05T TO --- / ♦ RECEIVE A SECOND COAT IN THE FIELD UPON COMPLETION. 0 R1176e BEAM � I �10 1 3.TOP RANGE OF STEEL GIRDERS TO BE FLUSH WITH TOP OF FOUNDATION 0 I I i WALL COLUMNS TO BE STANDARD STEEL PIPE. 14 12 C9)IO'LVL FLEADE°R 4.STEEL SHAM.HAVE PREVRILIED HOLES FOR I/M.DUt BOLTS A TOP FLANGE --� ------------------------� 1 (M TO ROOF F RAK 1 1 FOR 2 ROWS 0 24M.O.C. % • M �` % 12 �` 1 10 1 ' + i s.PROVIDE SOLID BRIDGING 0 MILS INTOF FWOR SPANS GMTER Two 8 k v !EACH RAfmm tPSON•1tt3A) 2 x 12 GeILIN6 � 22 x 1122 CL 9LM JOIST• ( i � 1 SUBROOR SHALL BE GLUED AND NAILED TO FLOOR JOIST W/OONTECH PL400 ,,��>// I 12 12 I 10 JOIST•FOYER I 1 ♦ice I I ' PROVIDE GALVANM METAL JOIST HANGMS,AT ALL FLUSH OONWCTIONS. W ' ' i I 1 .ALL SOLID AND BUILT-UP WOOD POSTS SHALL BE OONTRAX S(W/SOLID + 10 10 I I + I 1 I BLOCKING AS REQUIRED)TO AOUNDATION WALLS.PIERS.OR STEEL GIRDERS. 'b I I �O 1 ( I 2 x e MW MALL I 9.ALL EiC EKIOR METAL ANCHORS.FAS 04ERS.BOLTS,E IC—SHALL BE HOT 1 1 1 I 1 1a L DRIPPED GALVANIZED(HDO MEL 1 I I I 1 I l0 PROVIDE 2 x FIRESIOPM10 AT DROP C>s�35 AND AT ALL AREAS REQUIRED BY CODE.REVIEW WITH LOCAL BUILDING OFFICIALS. I x 1 1 I 1 1 TE•KACX 1!_ � 1 I 11.PROVIDE HURRICANE ANCHORS AT ALL RAFTERS.SIMPSON a HLSA. 1 (1)(M PEON•N20A) 12.STEP ROOF SHEATHING BACK FROM RIDGE AS REQUIRED FOR RIDGE VENTS i 1 I 0 1 i \ 1 I t 1 3.FLOOR FOIST,LVI,PSL&LSL SHALL BE MANUFACTURED BY TRUS JOIST V 1 \ I I I 1 I 2 x IZ ceILINEf JOIST . 10 1 2 x 12 C 9LO40 JOIST Z x 12 CLI:ILIN&JOIST OR APPROVED EQUAL..G.C.SHALL BE RESPONSIBLE TO 2 x 12 CL■ILINs JOIST I OVI!WLAY PtOOF I 12 x 12 COLIN16 JOIST � I 1 1 1 SUBMTTSPECIFICATIONS FOR SUBSTITUTED MANUFACTURERTKO 1�RO0 Ge1LINS 1 I 1 ARCHITECT FOR REVIEW PRIOR TO MATERIAL ORDER. ' N�,,, i 1 eoLT RArteR,n x b r>ROP u� T�MATE , I I � I WALL BRACING T !SIM PSON•N29^ I ca1�JOIST T 2 x 12 LVL FIDR I I L— ———!�,V2'L�Nv+� ———— ' WALL BRACING SHALL BE IN ACCORDANCE WTTI-1 METHOD JOIST / im s0!'Pfir / I r —-- — -- -- —— —— —-- —— -� CSWSP(TABLE 602.10.4)AND TABLE 602.103 IN COMPLIANCE 0 ♦ 1 / ♦ JOf6T 14AfiBlR / ♦ / ( _ _ OF THE 2020 RCNYS. � --_-----__ _r _. ---_r--r� fir--r-rr r_rr_r____-rrr-- � � r_r_r_- _--_rr_r_-__- _ "� ♦ ' SHEATHING 1 1 I SUBFLOOR: 3/4"ADVANTECH �+ WALL: 1/P EXTERIOR GRADE PLYWOOD ROOF(ASPHAL'ns 5/8' EXTERIOR GRADE PLYWOOD v ROOF(OTHER)= 3/4' EXTERIOR GRADE PLYWOOD LEGEND I 1 1 I I 1 1 i 1 FRAMING M�It JOIST 5=QI 9/e'Tj) I I I I I I i (FLOOR JOIST) jaw SERIES("0,SERIES) 0 � I 1 i 1 I I *VW 0 1 I (12 . 1 i i 1 t 01111111=10N OF JOIST 0 �d I 1 (ROM RAPTM (I6.OL) 0 A-560 SERIES El- 0-360 SERIES C-230 SERIES .� 0 TJI I-JOIST BY"WEYERHAUSEW OR APPROVED EQUAL 1 I i I LV.L IAMINATED VENEER LUMBER 1.9 E(Fb-2.600 PSI) 0 V i 1 � v I I P.S.L PARALLEL STI AND LUMBER 2.0 P.(Fb-2.900 PSI) 0 ) ' I I W GJ-12 1 1 i i Col-12 D.F. DIMENSIONAL FRAMING LUMBER NO.2 D.F.(Fb-950 PSI) W I i P.T. PRESSURE TREATED LUMBER NO.1 S.Y.P.(Fb-1050 PSI) a �' 1 I I i 1 I i L —— —— — —— — — — — r — —— J JOIST AND RAFTER SPACING IS 16"ON-CENTER 1 I O O S W O UNLESS OTHERWISE NOTED N THE FRAMING LAYOUT I N 1 I • I I 1 PU3 5 1/2"LVL o� a L------- -- I II-o' x —fJ-b 2 x 6 D.F. ---- ------- - �w d a'-I V4 2 X 4 IQEI1l.L UP TO i 1 �J-'r \1 7 1/4"LVL -_--—---- din 6 OVERLAY ROOF I I Lu ® I 1 I ( ' [".• f''��D 2 x 8 D.F. ►-♦ as (m'^ A"C,L37AIR P.O. I I r---_.. ------ —————— Z O 1 i O r■JM 9 1/p TJI '"'�,,, aG J ' 2 x 6 BALL 1 1 "`1"''1 AJ 1 9 1/4"otr 9 1/2"LVL' t _ � _ O 2 x 10 D.F. z �� _ n --——— ————— (1I 2 x 12 x I I x L——-1.Z—I I 1 1 Q �"J-11 11 7/8"TJI - — Z 3 nl � I I � II Ij Z x Is-2j_-_ -_- a 1 I ^ T-J�11 1 1 1/4"or 11 71W LVL ___ r. J I ---- _--__—__ 2x12D.F. T`I-14 k14'Tri n GJ-IZ -- X 1 III M — t XI 'TRIM AS REQUIRED TO MATCH DEPTH OF O JOIST. r n 4N V4' CJ-12 B I �► I -- 2 x 6 D.F. 1 GJ-� 2 x 8 D.F. i � t 1 0 ►—� -- 9 i/Y LVL - 1 i � _ �)_Z x I�_ _%�kq D�-I :D t (' 2 x 10 D.F. - ------ • tI v lI l 8"LVI.V4 _ 1 I 121-0'06 I I — W — 2 x l2 D.F. r 514'EXT.PLYAV ATTIC FLOOR 2 x 6 D.F.SLAP ' ' 2 x 6 D.F. DATE: 2 x 81b.F 04/20/20 � 2 x IZ JOIST Z x 12 JOIST � — SIGNS: 15'-I I/4 t0'- "♦/- 91/2 LVL 15® CL° il� I JOIST HAN9F3t• I GCILI II LL O 2 x 10 b.F. , 1 EACM JOIST I I O it 7/8"LVI. (2)2x12 I I I L J I i R--12 2 x 12 D.F. ;r. vW12�ROOF PTTCH OVB"Y ROOF 1 CEILING ]PRAMING LAYOUT INTERIOR BEARING WALL SCALE:1/4"-1'-0" SECOND FLOOR PLAN T BUILT-UP 2 x POST CONTINbOU9IDOW14 TO FOUNDATICIN WALL OR GIRDER" - • ALL FRAMING MEMBERS SHOWN ARE FLUSH W/FLOOR OR ROOF PLANE(CONNECTED WTITI METAL HANGERS) (MINIMUM POS'I�WIDTH SHALL is t�iT#'d��0 RED INK cis UNLESS OTHERWISE NOTED OR DESLONATED AS A HEADER WHICH THEN THE MEMBER IS SET BELOW THE PLANE. BEAM WIDTH PLUS 2 STUDS) MOW • PROVIDE SOLID BRIDGING 0 JOIST MID-SPAN OR.EAT ER THAN 8140. f"' BUILT-UP POST ABOVE ON BEAM L—: J CMLING HEIGHT(ROUGH F1RA*NG) A15 CEILING FRAMING DO NOT SCALE PRINTS YeHoli/219065-E GENERAL NOTES ?� I.MUD SILLS PLATES AND ALL OTHER LUMBER iN CONTACr%T H CONCRETE H SHALL BE PRESERVATIVE-TREATED AGAINST DECAY IN ACCORDANCE ter_ -..-.-���+� WITH AWPAUI,(R317OF THE 2015tRQ 000 i 1.ALL STEEL,INC UDINO BEARINO PRATES SHALL BE SHOP PRIMED AND RECEIVE A SECOND COAT IN THE FIELD UPON COMPLETION. 0 'fI�' ` 3.TOP FLANGE OF STEEL GIRDERS TO BE FLUSH W[rH TOP OF FOUNDATION WALL COLUMNS TO BE STANDARD STEEL PiPE O / ♦` 4.STEEL SHAM HAVE PREDRILLED HOLES FOR 1/2 N DW BOLTS 0 TOP FLANGE / FOR t ROWS 0?4Q11.O.C. SOLID 0 MWWOINT OF FLOOR SPANS � 3/4'EXT.PLYYDOD I \� 5.St1BF1AORfi SHALL BE GOLLIOED AND NAILED FLOOR)GIST W/�OOiIJt'ECH PL40o. ,�/ TER THAN 8 ft. Gar•PA RM7M \ W MAID t 6LIkD) i \ PROVIDE GALVANIZED METAL JObT HANGERS AT ALL FLUSH CONNECTIONS. ALL SOLID AND BUILT-UP WOOD POSTS SHALL BE CONTINUOUS(W/SOLID BLOCKING AS REQUIRED)TO FOUNDATION WALLS,PIERS`OR STEEL GIRDERS. r'----------—-- I Z � '2 IC 9 ALL EXTERIOR METAL ANCHORS.DRIPPED OALVANRED(HDG)STEEL FASTENERS.BOLTS.ETC--SHALL BE H07 1 1 O +� / 10.PROVIDE 2 x PTRESTOPPMG AT DROP CEILII4GS AND AT ALL AREAS REQUIRED -- -- - -_ -- - -- - - -- -- BY CODE.REVIEW WTIN LOCAL BUILDING OFFICIAiS. \ \Q r , 11.PROVIDE HURRICANE ANCHORS AT ALL RAFrM SMPSON 0 H2.5A. I\� 12.STEP ROOF SHEATHING BACK FROM RIDGE AS REQUIRED FOR EDGE VEWS 1+ 3 FLOOR I JOIST•,LVL.PSL&LSL SHALL BE MANUPAC n=D BY TRUS JOIST 1 ( G.C.SHALL BE RESPONSIBLE WEYERHAEIISER OR APPROVED EQUAL TO SUBMIT SPECIFICATIONS FOR SUBSTITUTED MANUFACTURER TO I I I (5)IW LVL MOM BEAM ARCHITECT ECT FOR REVIEW PRIOR TO MATERIAL ORDER '� 01'�_'•1O " '__ --' i WALL BRACING WALL-BRACING SHALL BE IN ACCORDANCE WITH METHOD CSWSP(TABLE 602.10.4)AND TABLE 602.103 IN COMPLIANCE 0 OF THE 2020 RCNYS. +,.1 ' SHEATHING 0 •r4 I I I I I I "FLOOR. 3/4'ADVANTECH o WALLT 1/20 EXTERIOR GRADE PLYWOOD N 1 i I 1 i ROOF(ASPHALT): 51W EX I RIOR GRADE PLYWOOD � I I I 1 1 ROOF(OTHER)s 3/4• EXTERIOR GRADE PLYWOOD I I I � _ --- - -- - -- ---- -- - -- ---+- -- - -- - I I I 1 LEGEND Pp*h51ri6 mmom Jaw Si?t(11-rw TJU r •� 1 I I R I - j 1 (�LooR JDIST) JOiST awes("0 awes) .0 � I -ao I t R b I Fi� 41 - t •.a - ^� I i(10/12) i ( (10/I� _ —— _— _ l ( � � D1R1:1GTION OF T R 10 ( I I I t I 1 PrI JOIST0 AO/12) I 1 (tom RAPTI (w Orr:) �, 0 ' ' ( -- — — -- -- — — -- — -- -- 0 s�e�c wALI. -- -- I I 4_______ =_____ ___`-7 1 1 1 1 A-560 SERIES B-360 SERIES C-230 SERIES (2)2xI 1 12x10 —————, TJI I-JOIST BY-WEYERHAUSEW OR APPROVED EQUAL r� 1 R-a!aV U OZ( 1"(� WAX // I I i t I A// FRONT ROOF 01/CRL.AY REAR&mLt I LV.L I.AMINATED VENEER LUMBER 1.9 E(Fb-2.600 PSI) 0 l 1 J v t 00/12) I // I I 1 // I P.S.L PARALLEL STRAND LUMBER 2.0 E(Fb-2.900 PSI) 04 v �' I 0 LJ-7 D.F. DIMENSIONAL FRAMING LUMBER NO.2 D.F.(Fb-950 PSI)-T10 , (9)18 LVL HEADCR L*02K t� I _(10/12) / I OC I I ► P.T. P�TREATRD LUMBER NO.1 S.Y.P.(Fb 1050 PSI)RIDS!OE M POST1—.,---------,+------- (JET oVCR RAFTR'!) r JOiST AND RATTER SPACING IS 16°ON-CENTER ® X / I i UNLESS OTHERWISE NOTED ON THE FRAMING LAYOUT 1 n J 2 x 6 KHM ALL BB.OW ___� 1 ___�_ __ I I W`}rd 5 1/2"LVL x I --_ T IZ 12 10 I FJ-6 2 x 6 D.F. -------------- - ��Wy — -- — — / 1'_ ----i II / x I I 1 P-I w N 6 1 / 11 sOLlfl ND 1 I r`1"'7 7 1/4"LVL 1 II / •? _ / L— —(6) x I I T�LortclNs I _ 1 +,b I W � w� � - - I (�3)I8"L [SEAM 1 I 2 x 8 D.F. _ �` e• 180 LVL R1 \ 9 1/2"TJI —� _ _ (b) 9P.A>"1 I �y♦' 14'LVL RID•( ' 0 �a " — Fj-q 9 1/4"or 9 1/2"LVL z • e ® ® I I 0 P.E-lo 2 x 10 D.F. w z 9 a ti 9 ALIGN wvses Z � to III 1 ----- ----- --- --- � \ 11 1(3 1 i 2 x 6 RAPTI-TIC•Sr 04. i 0 11 7/8"TJi — � � R-10 104 p r—— ——1 �+ P.J-II 11 1/4"or 11 7/8"LVL• - O v 0OA2J 0; --------------------------------- 2x 12 D.F. 14" 71 T1oN 1 PJI-Ib I ON B (2)2x10 (2)2x10 _ ----- - tl )7.21 x 10 1 ll - =��==--==- "�-- � •TRIM AS REQUIRED TO MATCH DEPTH OF STING JOIST. •��YrALL '�- 2 x 6 D.F. -- 1 I W2 10 - MEMO I 2x8D.F. — r-.+ r-- -----1---------------------� 1 I �--, 9 1/r LVL (10/I�J J I ''0 SPIED 1 I (7 2 x 10 DA 'f 1 !I I 1 I � 11 8"LVL 12 1 I ♦�O 1O KOPWAi E Tip•EACH R PVgt I ( k 12 D.F. �9• S94PSM M#USA i U C'f� 2 x 6 D.F.SLOPED ROOF FRAMING LAYOUT ' ' ' _ R Ix6D.F. DA ---- -----. t�utv'<1c�r'e TO•EACH RArrr�t SCALE:1/4"-1.4" SECOND FLOOR PLAN 1 � ! 0 H23`J i _- R"O 2 x 8 D.F. r 04/20/20 • PROVIDE SOLID BRIDGING•JOIST MID-SPAN GREATER THAN 8-1 1 2 x 12 CEILING JOIST � 1 R', 9 1/2"LVL • ALL FRAMING MEMBERS SHOWN ARE FLUSH W/FLOOR OR ROOF PLANE I I 2 x 10 D.F. (CONNECTED WITH METAL HANGERS)UNLESS OTHERWISE NOTED OR DESIGNATED �.� I u+ AS A HEADER WHICH THEN THE MEMBER IS SIFT BELOW THE PLANE. UPLIFT CONNECTION CAPACITY 1 Q I _ I TABLE R802.11 � o 11 7/8"LVL • LmsRALLY BRACE ALL POSTS w/COLLAR BEAMS. ` REQUIRED 526 LBS i T I O R-12 2 x 12 D.F. • AuoiIIi EACH RAFTER WTT'H FLOOR OR CEILING JOi$+ANID TIEBACK WITH ;' PROVIDED 600 LBS 'r ' v 2 x 6 45°ANGLE AS SHOWN ON DETAILS(SEE NOT!010) t t i ROOF PTt�CI f O OVERLAY ROkpF • PROVIDE 2 x 6 RAFTER TIE Iii ADDITION TO CETLIN(#JOISTS AT EACH L SIMPSON#H 23A HURRICANE TIE .' ';' I WIND.ID. INl'ER[dR BEARING WALL' RAFTER THROUGHOUT ATTIC F`'s %'i"' {{;' �}<• I 1 > o-,;:,t 1.,1 �1 - 3' 1 VA T WILT 2 x POET GY3NmAJO ■p) C%1:A :' ):V; :y:. Ili.. 1' ;;, .I♦• 1 .. :-�' • +w 12 �— i :i its• A w '�( T10N WALL OR DI TO FO ER•1- D o'fi •ri• AR c 4 wr�uAr. CH)•TF•c't'3 4 1 t• Q, OdK RT3D 1 WIDTH S r r' MIN POST HAL BE TH i :t'• 1 1 U� , '-1 t ✓u �---------- — BEAM WI PLUS 2�. 83 D - •L- k- i J�1•. •Ir t- },. •---, 1 • .t C wo No -• is •tf BUILT" ABO Jr t'r ..r c ( 'Jt.f �e�••''1 v �i :L 'C- 1t 't• ,f J- i r Y {�- •lr: 3 .S 'i A C' :.; •�1 °i•:• r:' _:tfl: LINC7 I U(3H t i t• Y. i I�r a'-•i.' ti ''L' 1F i• �'•]. 'fC: ''tom '' Y< t• 1 "2 :1+''• :1•' ,•i!: ! rI µ r ! J t 3. •f i f •YL 1 •Y t ti'. ''iq a •t• k' 3. r• •i� •f Y t �' ry •N' •K •io�N A 1 ROOF FRAMING y ,K. tt ii•7' •t� t 'r�. ..,. .Y .E! `t 1 6 '•� �'ri J` 9 E t 't. f ,4 •,.r ;-�. _.�: :�� .�� �•. DO T SCAL E PRINT S J }• s'i• t t , (Y 1. t f A 1 ( t 1• t" �4•' G �i• i s AMP JWMMW Q Ll I O "d M� W v Q i� 14 - - -------- -- I ------------ - '"! pry 1� Q Q FRONT ELEVATION SCALE:1-'4'-IV Va TTNG Q � V 0 v 0 PQ a � w QO I= is A��GFIITlGT1JRAL AXHAl.T SIlrO.r t� � N i 1 z �� 5 U� Z 1 O o, ROOF MID-POM 3.MMAL RC OF z 'Z� •��' i AP4 M1»GTMAL AAWMALT 9WHOi1 ROOF Z • "'t Q • a lirR TOP MATe d O / NOOK F-AD MUMS HT. - - \ �-_ - WINDOW HEAD 5s.ML AL. TRIM lo ILLUI Lai R��IIHR I 11 IF- g�� S .t4 •MZ -F ff- KNPOP4 HEAD_ i / \ � �� \ / BATE: 'O LEA / 04/20/20 \ // // \ �a RE §IONS: 152.3V hk j FIRST ELEV.150.00' - - - - - - - - - - ---------- 1 t t 'STONE V@ STOIC 9M�.P SA x 6•AZW8 CASOW , -___-� I �oW4RAM I 6x6P.TrP+03T I ------------------------lp _._I �F r�- __-=--------------,-1-- ---rj------------��-----�--� eon-e�►T,t�,waevteslot TL---------------------- -----— .. FRONT ELEVATION SCAM 1/4'-1'.0' PROPOSED I ( ( � I r+ �9"r r0cmm" F NON o mcxr sm t I (14MI R TO DCI'ALs AM w RW M DWO No. ��rw NEW FOUNDATION TO A17 lXIS1'll�i6 - Et•EVA'1"ION Yellota/219065-E GENERAL NOTES I. PROVIDE'ICESHIELD"WATERPROOF MEMBRANE BY'DUPONT" .� AT ALL EAVES,VALLEYS AND CRICKETS.COVER ENTIRE 0 - LOW4?rMH PORCH ROOFS W12&LESS)WTTN THE WATERPROOF 0 MEMBRANE. I d 2. ROOFING SHALL BE ACHIEC"T URAL ASPHALT SHINGLES SUBMIT SAMPLES FOR OWNERS APPROVAL a 3. OI.)'P1<'ERS Lac LEADERS SHALL BE BAKED ENAMEL ALUMINUM. GUTTER SHALL BE 6'`w.KSTYLE. 4. ALL FLASHING(CONCEALED AND EXPOSED)SHALL BE ----- , 16 oz.COPPER. S. PROVIDE 16 OZ.COPPER SILL PAN FLASHING,AS PER DETAIL, AT ALL EXTERIOR DOOR OPENINGS. 6. PROVIDE COPPER DRIP EDGE AT ALL EAVES. 7. SIDING SHALL BE BOARD4N•BATTEN. r , S. TRIM SUCH AS FLAT STOCK AND MOULDING SHALL BE v 'AZEK'OR EQUAL --- - -"------ — — -------- -- 9. RIDGE VENTS SHALL BE SHINGLE VENT BY AIRVENT.INC. OR EQUAL --- -- - — - - - 10.PROVIDE'AIR&VAPOR BARRIER'WRAP BY'GRACE'AT ALL WINDOW AND DOOR ROUGH OPENINGS AS PER DETAIL - I I.EXTERIOR WALL SHEATHING SHALL BE WRAPPED WITH 0 J 'HYDROGAP-HOUSEWRAP BY BE14 AMIN OBDYKE.ALL SEAMS Li SHALL BE TAPPED AS PER MANUFACTURERS SPECIFICATIONS. 12.PROVIDE 1 z COMPOSITE KICK BOARD AT EACH DOOR SILL 0 • --- 13.PROVIDE COPPER DRIP CAP FLASHING AT ALL FRIEZES, v/COLUMN CAPS,WINDOW AND DOOR HEAD TRIM. 14 -- -- --- 14.PROVIDE-AZEK'I-BLOCKS AT EXTERIOR WALLS FOR 4) (' - — - --- ------- MOUNTING OF LANTERNS,HOSE BIBS,ELECTRICAL OUTLETS,ETC.AS PER DETAIL IS.O.C.SEIALL DEVELOP PAINTING AND/OR STAINING � ITH SCHEDULE AND SPECIFICATIONS W OWNER.SUBMIT /� cd PROPOSAL AND SAMPLES AS REQUESTED. LEFT SIDE ELEVATION o SCALE:v4•-1,T EXISTING '4 0 0 ,0 0 0 0 vu 0 v 0 pq a Ile �� / LIt�oP RDOf' s FINISH SCHEDULE wM N !t w t s fn � �... x I i I ' IN I , ARGHITW RAL ASPHALT SHINSLE ROOF ` u 110, u X_ O �. T 11> uz � s � � � TOP PL.ATO _ � -� I a I NONPOfN HEAD 12 41 r z M. F-e 0 W -T u E- a � � T � � � !!✓4 x b'AZHG' Q aL W � G/�51Nb IF 71, ' III H Z �2 p (� z W KNOOM HEAD } F BOAR06-eATTEN HARDIL°SN" 4 �'z a OAJZK*CA-AV 6 x 6 P.T.POST _ _ — W U DATE: (� W _ 04/20/20 1sz.sa thRST M.00R _ _ p� W V REVISIONS: z u W W I I----i---- --i III--r--,II — — -- --- — Z VENIM z S I I I I I III I I MUNS 4 SATE III t III STONE vV41vt I I -AZEK'GLAD _L__J I I""--Yri1'IDOYt PML (I LLL—_ _ i l I b x b P.T.�vsT _— I I I IT— — -- II-----� ir j z oG a FWLWDATION rmt °' W rL-------1� ri u---�--L L __J r-- -/ O ��`� L_.—-----_J L_ � !'G011NlI� C.3 WARCHnTM -- ----- TO1eTAa,Aos) O a O V W a - z �ALION VV HOUSE 0 Q 0 Z � DWG No. PIN MENI'�OtJI�DATION TO A � A 0 � LEFT SIDE ELEVATION e'°'T1Ne' $ A o g A18 SCALSC* V ELEVATION v4'-l�-0' PROPOSED DO NOT SCALE PRINTS YellorV219065-E C C ��yy%U+ Fi 41 a ►7 EJ 4� - V a � o 0 a •� ILv s� •� 0 REAR ELEVATION 0 ,00 0 SCALE:1/4'-1'-0' @USTiNO � 0 � � 3 x 0 v v � v 0 12 A Z441TVCTLX AL A F%*4LT 9HINdK.E ROOF I 12 12 10 °. 1 12 Ito =M �� z W 8PLO � TOP PLATE z �z a B � ra � • — -- g / \ _ uftift W. 5✓4 x b"AZEK* i'ampm HEAD 55. AL GA9tN6 / \ 1" 99.MIET W4 OA " i \ APRON \ / 4 OAZ EK6L. 9. AL t„t • — — — — ®® CL � - EEGON�firOiOR I DATE: 0�-j fs2. 04/20/20 - - - - - — VISIONS: I ------ --- --- Z I I — -------i i--------i---T- E✓4xb'A4 CASMI I I DOA=6*"rrEN w►WW 911M6 • ------------------------------ I —————————————————— I I I I I I I i t I I i -----------------------------------L----------------- —�, I I ( i 9TOM SHW tz•Ow CONORM -j t REAR ELEVATOOI I ( I I BELOH ORAIX na ATION i I 4 �_J L _L_ J �L_L PIN N6"l FOUNDATION TID! s f" —� AZel� A � �l SCALE:V4'-1'4' PROPOSED _— J b x b P.T.POYI' 1— .-JAL N �`C oMOcrs DWO No. A19 ELEVATION Yellor/219065-E EN G E�:AL NOTES z 1 PROVIDE'ICESHIELD'WATERPROOF MEMBRANE BY'DUPONT" AT ALL EAVES.VALLEYS AND CRICKETS.COVER EWTIRE C LOWPITCH PORCH ROOFS(4/12&LESS)WITH THE WATERPROOF C MEMBRANE. $- 2. ROOFING SHALL BE ACHTTEC URAL ASPHALT SHINGLES a SUBMIT SAMPLES FOR OWNER'S APPROVAL 3. GUTTERS&LEADERS SHALL BE BALD ENAMEL ALUMINUM. GUTTER SHALL BE 6"w.K S ME. a 4. ALL FLASHING(CONCEALED AND EXPOSED)SHALL BE 16(m COPPER. ——— 5. PROVIDE 16 OZ COPPER SILL PAN FLASHING,AS PER DETAIL, AT ALL EXTERIOR DOOR OPENINGS. 6. PROVIDE COPPER DRIP EDGE AT ALL EAVES. I 7. SIDING SHALL BE BOARD-IN-BATTEN. I 8. TRIM SUCH AS FLAT STOCK AND MOULDWO SHALL BE V I 'AZEIC OR EQUAL I 9. RIDGE VENTS SHALL IRE SHINGLE VENT BY AIRVENT.INC. j OR EQUAL lo.PROVIDE'AIR&VAPOR BARRIER`WRAP BY'GRACV AT ALL WINDOW AND DOOR ROUGH OPENINGS AS PER DETAIL —------- 11.E1CfERIOR WALL SHEATHING SHALL BE W*APPBD iwrrH "HYDROC,AP"HOUSEWRAP BY BENJAMIN OBDYKE,ALL SEAMS SHALL BE TAPPED AS PER MANUFACTURERS SPECIFICATIONS. 12.PROVIDE 1 x COMPOSITE KICK BOARD AT EACH DOOR SILL 0 • 13.PROVIDE COPPER DRIP CAP FLASHING AT ALL FRIEZES. v COLUMN CAPS.WINDOW AND DOOR HEAD TRIM. � 14.PROVIDE•AZEK')-BLOCKS AT ERT!EiUOR WALLS FOR [I MOUNTING OF LANTERNS.HOSE BIBS.ELECTRICAL -— --—-.---— — OUTLETS.ETC.AS PER DETAIL .� L IS.O.C.SHALL DEVELOP PAINTINO AND/OR STAINING cd SCHEDULE AND SPECIFICATIONS WITH OWNER.SUBMIT `�J- -- ---"---- -- -- PROP«CAL AND SAMPLES AS REQUESTED. "V 0 0 RIGHT SIDE ELEVATION ro SCALE:1/4'-I'C DasnNO 0 0 O v � 3 0 v 0 pq IZ 10� IZ �lo o a� nVAL,&PKALT SHINNZ ROOF FINISH SCHEDULE 12 w � zW Hit celu O W. - - V IF - - 1.2 KNVOH HEAP / p z M tib U �G z / 12 4 C U U O w� -T / / �lo U U a',a 2 e v p00 a ; 12 I I 4[ I ` 1 ..l SECA"M.am� / �. z r w cow cg a W WINDOW HIrAD_ - t` t~ z 0 Lu z2n a � I I Emv]152.--v j MRST fLooR I I Q r r C��j - 11 11 11 11 11 ml 1 11 1111 11 IvilI I U --- ---- I w �/ DATE: r I I I A w 04/20/20 STONE SH" 5/4 x b AZEK C-AdMNS I I W U R SiONS: � f I I I BELowA E rL-----------------------------� w "" — ----, STONE V DD/111Q-N-D�ATTENHARVInSION& L-------------------- , w Q \ L--- I bxbPT.POST z L� z a 1WOet TO O rA Li A05) PIN HIM AT10N TO 2 exISTINslk- RIGHT SIDE ELEVATION0 0 oNK c, w 7 SCALE 1/4"•1'-0" PROPOSED Q (� �.I (7 a"—�i MG No. � � � moo+ � gQ A20 � a � � � � w � a U ELEVAMON DO NOT SCALE PRINTS I Yellon/21%65.E Alm. WINDOW & EXTERIOR DOOR SCHEDULE NOTES EGRESS GLASS EXTERIOR CASING NOTES 1. Refer to the floor plans for location of windows and doors. 0 O 2 2. Windows and French doors shall be MARVIN WINDOWS SIGNATURE 0 a� 2 w Z� O A ELEVATE SERIES.Window manufacturer shall provide complete shop drawings w � Wax Q U �' U Ca for review&approval. v 40 0 o U MANUFACTURER UNIT NUMBER C4 U U r w w � QO U a w � 3. Window&door glazing shall be insulated Northern Low-E glass with Argon gas. of a �j U U x O w x 4. Grille shall be type 7/8"FDL(full divided lites) 0 H v U W GQ W E" 5. Refer to exterior elevations for window&door muntin pattern Ham, � � N M M u1 U d U W Z � � � "full"6. Windows shall be prepared for full stools. Stools shall be field applied. } A 42"x 84"x 1 3/4"MAHOGANY ENTRANCE DOOR&(2)24"w.SIDELIGHTS • 0.32 0.21 • 7. Windows and French doors to be factory primed. 8. Windows to be complete with screens,white sash lock and white jamb hardware. �+ P l ELCA 3771-3W • 0.29 0.29 9. Single stud pocket. 11.50 305 N C ELCA 3759-2W g 0.29 0.29 10. Double stud pocket. ^^ll 11.50 30 N D W 5 ELCA 3759 0.29 0.29 11. Hardware shall be complete for all doors. Owner shall select hardware and 0 finishes. 1J E ELCA 2543 • 0.29 0.29 12. Each pane of safety glass shall have type of glazing designation laser etched •Q •P4 and visible. +� 14.00 M (A I F ELCA 3771/ELAWN 3727(STAY.)-3W • 0.29 0.29 � 0 G ELSFD 8080/CUSTOM TRANSOM(MATCH UNIT"F"HEIGHT) • 0.32 0.21 13. Exterior doors shall be selected by the Owner. v H ELGLT 9648 0.30 0.32 41 14. Garage doors must meet the latest edition of N.Y.S.Energy Code and the ' minimum required U-factor. 14 Cd J 32"x 84"x 1 3/4 COMPOSITE ENTRANCE DOOR" ('� � • 0.32 0.21 EMERGENCY ESCAPE & RESCUE OPENINGS 1zI 1 w� K 36"x 80"x 13/4"COMPOSITE DOOR(OUTSWING) • 0.32 0.21 NET CLEAR OPENING:5.7 S.F 24"h.&20"w. MIN. •0 0 L ELCA 2547 0 SECTION R310.2.1 OF THE 2020 RCNYS OV4 90 .29 0.29 ,.� .o WINDOW FALL PROTECTION 0 M 9.0"x 8'.0"h."CARRIAGE STYLE"OVERHEAD GARAGE DOOR(V.I.F.) 0.32 0.21 0 N 36"x 8 "x 1 i OPENING CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE 3 4 3/4 COMPOSITE ENTRANCE DOOR • 0.32 0.21 WITH SECTIONS R312.2.1 AND R312.2.2 OF THE 2020 RCNYS. v, A, O 0 W v ELCA 2547 0.29 0.29 LINTEL SCHEDULE o v H PO P ELCA 2571 • 0.29 0.29 L SIZE MINIMUM BEARING R ELCA 3771/3727(STAT.)-2W • 0.29 0.29 Lo "FER TO FRAMING LAYOUT PLAN FOR LINTEL SIZE o 11.50 5" S ELCA 3759,3W • 0.29 0.29 LE EXISTING LINTEL(EXPOSE&VERIFY IN FIELD) T ELCA 3759 • 0.29 0.29 L1 4"x 4"x 5/16"GALVANIZED STEEL ANGLE 6"(EACH SIDE) ►wi m �+'n w w w W U ELCA 2559 z ; • 0.29 0.29 L2 6 x 4 x 3/8 GALVANIZED STEEL ANGLE 6"(EACH SIDE) oa I.STEEL SHALL CONFORM TKO ASTM SPECIFICATIONS A•36 FOR STRUCTURAL STEEL V ELCA 2559 • 0.29 0.29 �,L, NOTES 2.STEEL ANGLE LINTEL SHALL BE HOT DIPPED GALVANIZED STEEL z W ELCA 3 759-3 W 3.WIDE FLANGE STEEL BEAM LINTEL SHALL RECEIVE(2)COATS OF RUST INHIBITOR(I SHOP GOAT&I FIELD COAT) ti • 0.29 0.29 .-• x I a HEADE 6.43 2 4 N Y ELGL 4848 • 0.30 0.32 R SCHEDULE H SIZE H-0 REFER FRAMING LAYOUT FOR HEADER SIZE H-E EXISTING HEADER(EXPOSE&VERIFY IN FIELD AS REQUIRED) H305 (3)5 1/2"L.V.L. H2O5 (2)51/2"L.V.L. H109 5 1/4"Ak 1/2"P.S.L. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT WINDOW SUBSTITUTIONS,IF ANY WHETHER BY MODEL OR MANUFACTURER H306 (3)2 x 6 D.F.L. (2)2 x 6 D.F.L. COMPLY WITH STATE BUILDING CODE FOR EGRESS AS DESIGNATED ABOVE. H2O6 H111 5 1/4"x W 7/8"P.S.L. H307 (3)7 1/4"LV.L H2O7 (2)7 1/4"LV.L H114 5 1/4"x "P.S.L H308 (3)2 x 8 D.F.L. H2O8 (2)2 x 8 D.F.L. H116 S 1 P.S.L s� H309 (3)91/2"LV-L. H2O9 (2)91/2"L.V.L. H 118 5 1/4"x 18�P. H310 (3)2 x 10 D.F.L. H210 (2)2 x 10 D.F.L. �oU � D T'E: � �. H311 (3)11 7/8"L.V.L. H211 (2)11 7/8"L.V.L. /HO09 3 1/2"x 9 1 P.S. 04I2d/20 RE SIO H312 (3)2 x 12 D.F.L. H212 (2)2 x 12 D.F.L. HOl 1 3 1/2"x 11 7 P.S H314 (3)14"LV.L H214 (2)14"LV.L H014 3 1/2F"x 14" 5�7LD8RALLpQI'T9 0. pie En°A" H316 (3)16"LV.L H216 (2)16"L.V.L. w WAu� H016 1/ "x 16"IS.L I.AMYVRAP z APPLYWRAP rolAe�soP 3.1IareArsrsP�,Bill POR roPOP H318 (3)18"LV.L618 H218 (2)18"LV.L. 3 1/2 x I8 S.L.S W�W'�6 ��'� ��`��� �y M"�"E OUTER g D.F.L. DIMENSIONAL FRAMING LUMBER.NO.2 DOUGLAS FIR(Eb-950 psi,m14) �fltiTiDINO 6IN.TO EACH 6 IN.OVER SHBATHIIi(i 6a EDGES 11HSTAPLBD FOR hllit)RE AIR INFIL n1ON BABARKe VER OUCAHor�i n�rnRATO e R= � LV.L LAMINATED VENEER L.LJMBER 1.9 E(Fb-2,600 psO PS.L PARALLEL STRAND LUMBER 2.0 E O b-Z,900 psO _biv i lA A WIN NON DOW&DOOR ROUGH OPENING WRAP DETAIL B WINDOW&DOOR SILL PAN DETAIL KALE.NONEI.ALL HEADERS(WWDOWS,DOORS,ETC..)WHICH CONSISTS OF 3 OR MORE sTRticn rRnt MEMB DEG Na. NOTE:WRAP SHALL BE &VAPOR BARRIER WRAP BY W.R.GRACE NOTE,*SILL PAN SHALL BE 16 OZ COPPER SHALL BE LAG BOLTED TOGETHER PER CODE WITH TIMBER LAIC OR EQUAL --.`� 1 *PAN SHALL BE INSTALLED OVER ROUGH OPENI IO WRAP. NOTES 2.FLUSH LV.L HEADERS SHALL BE BOLTED TOGETHER, R AS PER MANUFACTURERS SPECS(1CATIONS. A 2 3.DOUBLE JACK STUD®ROUGH OPENINGS 4 FEET AND GREATER �_� WINDOW SCHED. 4.TRIPLE JACK STUD®ROUGH OkNINGB 8 FEL}T AND GMAT Ek Yellotx/219065-E 5.ADD ONE(1)ADDITIONAL JACK STUD AT OPENINGS WITH POINT LOADED HEADERS ASPHALT SHINftZ GAP Rn"E 12 101 C 12 a � 12 10 2x10PAP""016004. "a OCT.FLY1'100D ROOF SHEATHMd 10 we•WATER SHEWO r�eRA1e DPW( 12 n WATlRPIt ("0MIN. (0)ID•LVL RIDSe EeAM !d A&wMLT UNDeRLAYWtW 2 x b RAFTER Tie•52.O.C. ASPHALT ROOmt w M M23A H LROWAM TIE BY�3IMPXJN' AT eACHH RAPIIER 2 6 RAPTI R TAIL•16'O.C. ROOF GONSTRIJrTIGiN n, (St9�WALL 98G'T'ION) TOP PLATE 0 0 COPPER DRIP EZ*E $ 0 •rl CLOSED GILL(W." SPRAY FOAM IN°'JiJLATM C V J b'w.DM.ALUM. GONTiNJdJB SEALANT 14 HAL ER F-ft0VND SLITT Z x IZ GetLMb JOIST•lb•O.C. TiOP H„I�LL PLATES (u W Wb•Type-X Oym.ry S COATS JOINT'COMPOUND Mft�a7iOW W4 x 4•AZEK•4ASMS �( WINDOW HEAD R.O. I x b'AZ@C•FASCIA ON -�' W Nb IDe WOOD GASIV L BATTEN AT UNDERSWE —— —— 2 x SUB-FASCIA STOOL W/APRDN OP NQ}�OI1 GASIN9 O O • I x g T!S V-dR0 0Nt •1 M BOARD SOFPIT STRIP OAK FLOORIM ON ROWN PAP@t CLO'J!D Ge1.L(ItrZl) W SPRAY ROAM I KI Am" 5/4'AZL'IG•FRIEZE r (ON I x S FUQRINS) "o 1-0 S/4' 1:XT. SPRAY 94JDPLOOR Z x 4WD.STUD9•Ib'O.C. 0 Q EAVE DETAIL S/4 x 4'A28C•CASIN& (�'NAJL) I T GONT4N om SW.ANT 0 B111/b TJI JO S •I b OG.BE.AL BOTTi01„11�1 PLATESscAI.E:t vz•"'.� UM DRIP cAP�HMs SECOND FLOOR v 4 V40 (SUBFLOOR) oe 0 V v U2'WCr.PLYWOOD WALL SH EATHHP0 11 v 0 11 1W LVL RIM JOIST 4 SOUND l,,rm rmomv SAFE V 9oum OR eGUAL) GONnw�Ow xALANr � � 't --�TOP MW,l PLATES IZ a I x 10 9OAMV-N4%kTTVNRJOOF p W S�WALL SECTION MSTTN6 CleILIN&JOIS HARDE swims W w r1000 sAse Z O v. - — -- — - COPPLM GAP F�LASHIN6 (SET OVTI.CTB M�'X.TYPJ oG 2 x b I"V DRIP ED6lr M!.4' OAK PLANK RLR ON ROSIN PAPER GONTINAOIJS SEJL/drT z • a z"zzzzzz1 x 0'A2Z9G•FASCIA ON �61lJc�NAIL���•SUBF'LOOR EiOTTGNrI WALL PLATT3 Z Z z� g$ x b suePAScIA IRST FLOOR x cf) RE __�I x S Tss V-6ROOVE UBFLOOR) F' o1111 A \ DOAR,D 90 ¢IT 1 G0l1T STUCCO OVERLAP FRIEZE 4 5/4 x b CEDAR PRJE'ZE SIDING(1/2"MINJ (ON I x 9 FURRINS) --I x 10 BOARD-N-BATTEN �ms JOIST— ORAL HARDIE SIDINB !SLOPE AWAY HOIJ'�!) G4.05m CELL(WJO) I Jul SPRAY FOAM IN9IJ1LATION 5/80 Typ*-x GYP.gD. EXISTiN6 WALL RAKE D ETAI L CSCALfi:I�•-��.� . Oil/ �-9 );•.�r...., DATE: p "m STOW 06• 04/20/20 me�rV FILTER FA , REVISIONS: ----- --4'DIAL PVC,190 7M I DRAIN -3,, 3• rV PLTlit r f4RlG WRAP WALL SECTION � '�=1�' •CAULK AROUND ALL WINDOW AND DOO•a OPENwGs ,}, _4 PROVIDE•AIR&VAPOR BARRIER AT ALL WINDOW AND DOOR ROUGH OPENINGS AS PER DETAIL ON WINDOW SCHEDULE c - �O�IN D .g OF DWG No. 0 A22 DETAILS Yellon/219065-E a (11!ne sv) [ZoZ LZ aunr -mol uoiloonP3 (alDpdn) OZOZ 'LZ I!jdV 'S'VN OHI JO 60ZL uO'409S 10 uORDIOIA D Sl UDId 6 LOZ 'L2 jaqLuaoaG 02=,j :;aloosrj N V7 G141 10 SUOljDJGjjD .40 ol suoil!ppD pazijoq4nDu0— CL 9L-V2Z 'ON dr)Vq SO 926L 'LL *A0N PGRJ ,-�,-N 'Alunoo j@jsaqojsaM 0$,Z6t, 'aA8 JO um01 'A00JO aX�J 10 abr)ll!A 9H4 u.1 ',abP!� wl).P 9 O-VZ6ir 'ON -1 -1 jo dDVj UOIGAlpqnsa�j papuawV, D uo umoqs SO �3018 JOKQAjnS pulp -S-�-N ,Z jo-1 jo dDVq UQlSlAlpqnsa8,, UO UM0qS SO 8 101 10 4aAjnS • CV901 ',k 'N V@U0JDW0Yi 2� ��� i I anUDAV PD91SIDH 099 ids -V pjr)qo14 JLN-=M�WdDCJ ON101ing lN3wn000 13N >ioMj9 �o 3-OVIIIA M--1 ODIUM F— lzoz h I ijo ONVA3inos GOOMHO338 qArO W40W M.00,00Z*N ,09-02 t .1m" OS LU I P- 0i 0 IOS t4d 4,6S t4d i-Ild z k,�,,V M Ak 41- co I'ON oll 6ullp*a DUM.Al trt 'o IDS Lid (pul) I -" �wa 0 7 A�Wl�-All 06CL" 15 tWd M J I*S 44d a?IDDAN6 ocki I i 0 AAo "S PS Wd z 8. Rrl too bs 9'6Z*0C 40S k4d 9101 19S U)d C)390ZL0V9(101-6t7(]6-09.�t,-l0V -L690JGCIO:C]I ad0l,9AU3 ubiSnooC]