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Home My WebLink About39888-Z0 00 HE Ell I'M ]I Lis CUM NUNN= 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PROPOSED SOUTH ELEVATION SCALE: 1/4" = V GAF 50YEARS ASPHALT SHINGLES DECKING: alt. price: CEDAR SHINGLE ROOFING FASCIA: IX8 AZEK RAKE: 1X6 a&cb T&G AZEK w/ AZEK TRIM SIDING: HARDIE SHINGLE PRE -PRIMED, PRE -PAINTED CASING: 5/4X4 AZEK CORNDER 1OARDS: 5/4X6 AZEK 'I Y 1 5/4X8 AZEK f.;.i :f r .a. .i.x.i ,.- -'-i - T _t4,'.. i.,..T_i ""41 Lis CUM NUNN= 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PROPOSED SOUTH ELEVATION SCALE: 1/4" = V GAF 50YEARS ASPHALT SHINGLES DECKING: alt. price: CEDAR SHINGLE ROOFING FASCIA: IX8 AZEK RAKE: 1X6 a&cb T&G AZEK w/ AZEK TRIM SIDING: HARDIE SHINGLE PRE -PRIMED, PRE -PAINTED CASING: 5/4X4 AZEK CORNDER 1OARDS: 5/4X6 AZEK 'I Y 1 5/4X8 AZEK f.;.i :f r .a. .i.x.i ,.- -'-i - _t4,'.. i.,..T_i ""41 Lis CUM NUNN= 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PROPOSED SOUTH ELEVATION SCALE: 1/4" = V PROPOSED NORTH ELEVATION SCALE: 1/4" = 1' ROOFING: GAF 50YEARS ASPHALT SHINGLES DECKING: alt. price: CEDAR SHINGLE ROOFING FASCIA: IX8 AZEK RAKE: 1X6 a&cb T&G AZEK w/ AZEK TRIM SIDING: HARDIE SHINGLE PRE -PRIMED, PRE -PAINTED CASING: 5/4X4 AZEK CORNDER 1OARDS: 5/4X6 AZEK j- 5/4X8 AZEK f.;.i :f r .a. PROPOSED NORTH ELEVATION SCALE: 1/4" = 1' ROOFING: GAF 50YEARS ASPHALT SHINGLES DECKING: alt. price: CEDAR SHINGLE ROOFING FASCIA: IX8 AZEK RAKE: 1X6 a&cb T&G AZEK w/ AZEK TRIM SIDING: HARDIE SHINGLE PRE -PRIMED, PRE -PAINTED CASING: 5/4X4 AZEK CORNDER 1OARDS: 5/4X6 AZEK FREEZE BOARDS: 5/4X8 AZEK SCREEN PANELS: MAHOGANY FRAME, BRONZE SCREENING OUTDOOR SHOWER 11X6 T&G CLEAR CEDAR CHIMNEY: STACKED STONE, BLUESTONE CAPPING DECKING: 5/4X4 IPE RAILING: TIMBERTECH PORCH CEILING: 1X6 a&cb T&G AZEK w/ AZEK TRIM COLUMNS: HB&G 14X14 FG LATTICE VINYL, STANDARD AMEN 0 I ril 191 1 1 Blillimmilli poll momm LJ PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAINCONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. I DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING I AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. A R sc 0 REVISIONS: � o O � xo o¢ Q zW � WW � o Gni a� V] � Q Wz � 00 C) tr) a NO tri O y o >~ v uO +-,v Cq Ql+ r. W uu H V O Q C1r�T F+M !4 x DRAWN: MH / MS SCALE: 1/4"=1'-0"_ JOB *: June 04, 2015 SHEET NUMBER: A-1 O 00 O 00 D will E1111171 lmim�1010]m IN FE -711 all, u •,l ii L i ii l IIII ON M zr/A a Ali mom pr A14 �I PROPOSED SOUTH-WEST ELEVATION SCALE: 1/4" = 1' f; "1 ,v _ qt} •� .A } w ( I y t 1' 1" 1�1 �1 t 1: -.l-y F F. -t- i �rr �v w' , 1.-: •A.' L =- `i ON M zr/A a Ali mom pr A14 �I PROPOSED SOUTH-WEST ELEVATION SCALE: 1/4" = 1' f; "1 ,v _ qt} •� .A } w ( I t 1' 1" 1�1 �1 -.l-y w' :I t `i i • i -i 4—jj�. ��-:'4r, { Yt } i4 r t_•�-t-1-., y,- t' ut 'tlt-�+�-•,;;i _�%�•!Fr r•-r,.��-s C� 0 1 El 117,,77777777 PROPOSED NORTH-EAST ELEVATION SCALE: 1/4" = 1' 1111 11i I &NJ � I Mill 1150 FRI PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. I DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND MANUFACTURER'S WARRANTY AND SHALL INSPECTED TO VERIFY ALL WORK. I DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING�AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. •✓ 0 y� SCO � -As As Ei REVISIONS: o C) wy W Q �a w o� � AW O w3 a„1 O N P4C � w Q oa o 0 N G1 m r X 0 V m ate+ G Lncr\ U � i ... U] CC N G t u � W W u H U O L� Q Ul VJ x DRAWN: MII / MS SCALE: r -0r' 1/4"=V-0" JOB #: June 0.3, 2015 SIIEET NUMBER: A.'.2. PROPOSED EAST ELEVATION SCALE: 1/4" = V PROPOSED WEST ELEVATION SCALE: 1/4•• = 1' PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL MANUFACTURER'S WARRANTY AND SHALL INSPECTED TO VERIFY ALL WORK�DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ELECTRIC. PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING�AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. CONDITIONS AT JOB SITE, INCLUDING BUILDING AND S1TE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORKIROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING�AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: J .. _f -r _.I.J a PROPOSED WEST ELEVATION SCALE: 1/4•• = 1' PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL MANUFACTURER'S WARRANTY AND SHALL INSPECTED TO VERIFY ALL WORK�DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ELECTRIC. PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING�AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. CONDITIONS AT JOB SITE, INCLUDING BUILDING AND S1TE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORKIROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING�AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: _.I.J PROPOSED WEST ELEVATION SCALE: 1/4•• = 1' PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL MANUFACTURER'S WARRANTY AND SHALL INSPECTED TO VERIFY ALL WORK�DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ELECTRIC. PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING�AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. CONDITIONS AT JOB SITE, INCLUDING BUILDING AND S1TE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORKIROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING�AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: w W W Q W O a x 1, W O Q w� CC o 0 N v O CT O Lr) C r� G ('u wax V C CJ �i 00 y \ I;. C lz r.+ Lf j U m ��+ N c �w3 ��cn w �J N r d DRAWN: MTI / MS SCALE: 1/4"=l' -O" JOB *: June 04, 2015 SHEET NUMBER: A�-�� NOa.1 b�NNEATwiRHEnODGGnoe wI, 5X5XI/4 TUBE STEEL w/ .. .. WOOD -1 FJ DIMENSIONS AND OFORIONS AT JOB SITE, INCLUDING BUIL"NO AND SITE CLFAMNCES FOR SKEWERS OF EQUIPMENT AND MATERPL, AND RFMEBY ALL NSCKEPATNESWITH ARCHINOT PROR TO THE COMMENCEMENT OR OMINUATIDNONIDRF I RfNCHE E•TRI[A ROMPING NDDHJAC PRIOR TO INSULATING AND SHERROCAING (3) #5 REVAK EACH WAY (IT'OC) :. 5X5XI/4 TUBE STEEL w/ IDA, rBELOW 4V"X4B"XI2" CONC FTG, REINFORCED w/ F ...•. FTSE TOO POURED CONCRETE FOUNDATION 30" BID HEIGHT AT)D' (4) N5 REBAR EACH WAY (13"OC) -C- 5%5X1/4 TUBE STEEL w/ MEMO if XGf"X12" CONC FTG, REINFORCED w/ ESTERIIPP OF FOWnATION5 ARE TO EE DANIPPROINFED AS PER Na RESIDENTIAL CORE WITH A FITUMINDLLS COATINGFQERG)ANSILL L TO BUILDING WITH TIM�ERLOKm Y F Wlox3o STEEL a�Aw On DunDOR snfwERN SELF -COUNTERSINKING SCREWS GIRDER EST ON UNDISEUNIED ML (MINIMUM D"" CAPACITY) MINIMUM �MISOTO MENTT0TNlCONCRETE :fEASHANCHOBOLT ARE PC I lU BY OLYMPIC MANUFACTURING !3)][EAq GIRDER 31 INUNDATION;wR:NREA-TTHICE, 31Mp,iC NCRETE ON COMPACTED FILL ALLL2"E% RPL ERE SW MEMS ADJOINING M (2 SCREWS Qi 32" O.C.) MOUE N. SELF WILD WALL: COLUMNS MET ALSO BE BLOCKED OUT AND ISOLATED FROM I HE REST OF THE SLAI THE BLOCK OUTSAT COLUMN RAW SHOULD RE SQUARE .ucnNGnTR DOC nNOM(O5PAN STEEL NO HSEIONED Sf THAT THE POINTS OF THE SQUARE MEET THE CONTROL OUNTS CONTROL JWNT5 SHOULD BE NO INS TURN ONE-FOURTH THE RD LCOLUMN J THICKNESOFTHESINDINDEPTIET MAXIMUM JOINT SPACING SMU%l ANTI )O1NTSAGN6 FOR UINCH THICK RLAINKNO RENOLMORETAEFT ,,h"J", . HM EACHM H )EPA ENOUGH FOUNDATION WALL AfUEIOE AND • . J VENT FROM THE CONDITIONED SPICE FROM FORK SIDE (FOE AIR EXCHANGES .1P 111 SO IN -PK WALL . NCT WORK PROM LETWOR1 BOOM WALL ACANNTRACTOR TO,'EUFY INSTALLATION MANUFACTURER PRIOR TO CONS I PITNPrH ■ 2' —10,. ` Ra GARAGE NOa.1 b�NNEATwiRHEnODGGnoe wI, COLUMNS AND FOOTINGS -A" 5X5XI/4 TUBE STEEL w/ 7X7 BASE PLATE 30"X30RXI2"CONC FTG. REINFORCED w/ WOOD -1 FJ DIMENSIONS AND OFORIONS AT JOB SITE, INCLUDING BUIL"NO AND SITE CLFAMNCES FOR SKEWERS OF EQUIPMENT AND MATERPL, AND RFMEBY ALL NSCKEPATNESWITH ARCHINOT PROR TO THE COMMENCEMENT OR OMINUATIDNONIDRF I RfNCHE E•TRI[A ROMPING NDDHJAC PRIOR TO INSULATING AND SHERROCAING (3) #5 REVAK EACH WAY (IT'OC) i- 5X5XI/4 TUBE STEEL w/ 7X7 VASE MATE 4V"X4B"XI2" CONC FTG, REINFORCED w/ F FTSE TOO POURED CONCRETE FOUNDATION 30" BID HEIGHT AT)D' (4) N5 REBAR EACH WAY (13"OC) -C- 5%5X1/4 TUBE STEEL w/ 7X7 BASE PLATE if XGf"X12" CONC FTG, REINFORCED w/ ESTERIIPP OF FOWnATION5 ARE TO EE DANIPPROINFED AS PER Na RESIDENTIAL CORE WITH A FITUMINDLLS COATINGFQERG)ANSILL TO IF INSTALLEDOVER ONUTE% TERMITE SHIELD AND MEANT OR GALOT TO BUILDING WITH TIM�ERLOKm Y (7) NR5 REVAR EACH WAY (9 -OC) Wlox3o STEEL a�Aw �FENFIE TIll AND SIGNE:'):�l:TA CHDPBOLT5APCT HAVEANERS SELF -COUNTERSINKING SCREWS GIRDER EST ON UNDISEUNIED ML (MINIMUM D"" CAPACITY) MINIMUM �MISOTO MENTT0TNlCONCRETE :fEASHANCHOBOLT ARE PC I lU BY OLYMPIC MANUFACTURING !3)][EAq GIRDER 31 INUNDATION;wR:NREA-TTHICE, 31Mp,iC NCRETE ON COMPACTED FILL ALLL2"E% RPL ERE SW MEMS ADJOINING D1I UP FLOOR JOISTS UNDER PARNIELWAL[S MOVE MEASURE (2 SCREWS Qi 32" O.C.) MOUE N. SELF WILD WALL: COLUMNS MET ALSO BE BLOCKED OUT AND ISOLATED FROM I HE REST OF THE SLAI THE BLOCK OUTSAT COLUMN RAW SHOULD RE SQUARE .ucnNGnTR DOC nNOM(O5PAN STEEL NO HSEIONED Sf THAT THE POINTS OF THE SQUARE MEET THE CONTROL OUNTS CONTROL JWNT5 SHOULD BE NO INS TURN ONE-FOURTH THE RD LCOLUMN J COLUMNS AND FOOTINGS -A" 5X5XI/4 TUBE STEEL w/ 7X7 BASE PLATE 30"X30RXI2"CONC FTG. REINFORCED w/ WOOD -1 FJ DIMENSIONS AND OFORIONS AT JOB SITE, INCLUDING BUIL"NO AND SITE CLFAMNCES FOR SKEWERS OF EQUIPMENT AND MATERPL, AND RFMEBY ALL NSCKEPATNESWITH ARCHINOT PROR TO THE COMMENCEMENT OR OMINUATIDNONIDRF I RfNCHE E•TRI[A ROMPING NDDHJAC PRIOR TO INSULATING AND SHERROCAING (3) #5 REVAK EACH WAY (IT'OC) i- 5X5XI/4 TUBE STEEL w/ 7X7 VASE MATE 4V"X4B"XI2" CONC FTG, REINFORCED w/ F FTSE TOO POURED CONCRETE FOUNDATION 30" BID HEIGHT AT)D' (4) N5 REBAR EACH WAY (13"OC) -C- 5%5X1/4 TUBE STEEL w/ 7X7 BASE PLATE if XGf"X12" CONC FTG, REINFORCED w/ ESTERIIPP OF FOWnATION5 ARE TO EE DANIPPROINFED AS PER Na RESIDENTIAL CORE WITH A FITUMINDLLS COATINGFQERG)ANSILL TO IF INSTALLEDOVER ONUTE% TERMITE SHIELD AND MEANT OR GALOT TO BUILDING WITH TIM�ERLOKm Y (7) NR5 REVAR EACH WAY (9 -OC) ---------------- -- - - FOUNDATION PLAN T- --_;_ _ __ _PEP WOOD -1 FJ DIMENSIONS AND OFORIONS AT JOB SITE, INCLUDING BUIL"NO AND SITE CLFAMNCES FOR SKEWERS OF EQUIPMENT AND MATERPL, AND RFMEBY ALL NSCKEPATNESWITH ARCHINOT PROR TO THE COMMENCEMENT OR OMINUATIDNONIDRF I RfNCHE E•TRI[A ROMPING NDDHJAC PRIOR TO INSULATING AND SHERROCAING I ANOSHALLFECURE7ATC MOPRIORTO SCALE: 1/4" = 1' .� SER fE OONO' [- F FTSE TOO POURED CONCRETE FOUNDATION 30" BID HEIGHT AT)D' REPROVIDES 2X6 AGO PLATES UNLE55 OTLERWSE NOTED 5ILL PLATES LEDGER BOARD TO BE FASTENDED (2)2X4 PIATe ESTERIIPP OF FOWnATION5 ARE TO EE DANIPPROINFED AS PER Na RESIDENTIAL CORE WITH A FITUMINDLLS COATINGFQERG)ANSILL TO IF INSTALLEDOVER ONUTE% TERMITE SHIELD AND MEANT OR GALOT TO BUILDING WITH TIM�ERLOKm Y - A PEP Wlox3o STEEL a�Aw �FENFIE TIll AND SIGNE:'):�l:TA CHDPBOLT5APCT HAVEANERS SELF -COUNTERSINKING SCREWS GIRDER EST ON UNDISEUNIED ML (MINIMUM D"" CAPACITY) MINIMUM �MISOTO MENTT0TNlCONCRETE :fEASHANCHOBOLT ARE PC I lU BY OLYMPIC MANUFACTURING !3)][EAq GIRDER 31 INUNDATION;wR:NREA-TTHICE, 31Mp,iC NCRETE ON COMPACTED FILL ALLL2"E% RPL ERE SW MEMS ADJOINING D1I UP FLOOR JOISTS UNDER PARNIELWAL[S MOVE MEASURE (2 SCREWS Qi 32" O.C.) MOUE N. SELF WILD WALL: COLUMNS MET ALSO BE BLOCKED OUT AND ISOLATED FROM I HE REST OF THE SLAI THE BLOCK OUTSAT COLUMN RAW SHOULD RE SQUARE .ucnNGnTR DOC nNOM(O5PAN STEEL NO HSEIONED Sf THAT THE POINTS OF THE SQUARE MEET THE CONTROL OUNTS CONTROL JWNT5 SHOULD BE NO INS TURN ONE-FOURTH THE II INSTALL SMOKE AND O UEFECUPRS PER COPi LCOLUMN J THICKNESOFTHESINDINDEPTIET MAXIMUM JOINT SPACING SMU%l ANTI )O1NTSAGN6 FOR UINCH THICK RLAINKNO RENOLMORETAEFT ,,h"J", . HM EACHM H )EPA ENOUGH FOUNDATION WALL AfUEIOE AND J VENT FROM THE CONDITIONED SPICE FROM —. ur nu'n�ee�ir'e�an�x, . nuuur,vurRin _ �. EiJ3_uiviMLEPA -1._ �1 US _ C —0, r PIT ORn. _ [" i F+ a '.- Li 1, ------. ^_ UTILITY ROOM -- +o-'---`i-I ;I- : . SLOP FOUNDATION PLAN %:!, .I --_;_ _ __ _PEP WOOD -1 FJ DIMENSIONS AND OFORIONS AT JOB SITE, INCLUDING BUIL"NO AND SITE CLFAMNCES FOR SKEWERS OF EQUIPMENT AND MATERPL, AND RFMEBY ALL NSCKEPATNESWITH ARCHINOT PROR TO THE COMMENCEMENT OR OMINUATIDNONIDRF I RfNCHE E•TRI[A ROMPING NDDHJAC PRIOR TO INSULATING AND SHERROCAING I ANOSHALLFECURE7ATC MOPRIORTO SCALE: 1/4" = 1' .� SER fE OONO' RI...�'�e♦_� FTSE TOO POURED CONCRETE FOUNDATION 30" BID HEIGHT AT)D' REPROVIDES 2X6 AGO PLATES UNLE55 OTLERWSE NOTED 5ILL PLATES LEDGER BOARD TO BE FASTENDED (2)2X4 PIATe ESTERIIPP OF FOWnATION5 ARE TO EE DANIPPROINFED AS PER Na RESIDENTIAL CORE WITH A FITUMINDLLS COATINGFQERG)ANSILL TO IF INSTALLEDOVER ONUTE% TERMITE SHIELD AND MEANT OR GALOT TO BUILDING WITH TIM�ERLOKm Y - A PEP Wlox3o STEEL a�Aw �FENFIE TIll AND SIGNE:'):�l:TA CHDPBOLT5APCT HAVEANERS SELF -COUNTERSINKING SCREWS GIRDER EST ON UNDISEUNIED ML (MINIMUM D"" CAPACITY) MINIMUM �MISOTO MENTT0TNlCONCRETE :fEASHANCHOBOLT ARE PC I lU BY OLYMPIC MANUFACTURING !3)][EAq GIRDER nu'n�ee�ir'e�an�x, . nuuur,vurRin _ �. EiJ3_uiviMLEPA -1._ �1 US _ C —0, r PIT ORn. _ [" i F+ a '.- Li 1, ------. ^_ UTILITY ROOM -- +o-'---`i-I ;I- : . SLOP FOUNDATION PLAN (DE PROJECT NORTH OENERALCOMMCTObHRLBERFSFOI WOOD -1 FJ DIMENSIONS AND OFORIONS AT JOB SITE, INCLUDING BUIL"NO AND SITE CLFAMNCES FOR SKEWERS OF EQUIPMENT AND MATERPL, AND RFMEBY ALL NSCKEPATNESWITH ARCHINOT PROR TO THE COMMENCEMENT OR OMINUATIDNONIDRF I RfNCHE E•TRI[A ROMPING NDDHJAC PRIOR TO INSULATING AND SHERROCAING I ANOSHALLFECURE7ATC MOPRIORTO SCALE: 1/4" = 1' SER fE OONO' RI...�'�e♦_� FTSE TOO POURED CONCRETE FOUNDATION 30" BID HEIGHT AT)D' REPROVIDES 2X6 AGO PLATES UNLE55 OTLERWSE NOTED 5ILL PLATES LEDGER BOARD TO BE FASTENDED (2)2X4 PIATe ESTERIIPP OF FOWnATION5 ARE TO EE DANIPPROINFED AS PER Na RESIDENTIAL CORE WITH A FITUMINDLLS COATINGFQERG)ANSILL TO IF INSTALLEDOVER ONUTE% TERMITE SHIELD AND MEANT OR GALOT TO BUILDING WITH TIM�ERLOKm - A PEP Wlox3o STEEL 2j F:::I��:;: rVE;F`*EOPHMRJLJ:C5FPAti kNF«I�FNC5TO �FENFIE TIll AND SIGNE:'):�l:TA CHDPBOLT5APCT HAVEANERS SELF -COUNTERSINKING SCREWS GIRDER EST ON UNDISEUNIED ML (MINIMUM D"" CAPACITY) MINIMUM �MISOTO MENTT0TNlCONCRETE :fEASHANCHOBOLT ARE PC I lU BY OLYMPIC MANUFACTURING 31 INUNDATION;wR:NREA-TTHICE, 31Mp,iC NCRETE ON COMPACTED FILL ALLL2"E% RPL ERE SW MEMS ADJOINING D1I UP FLOOR JOISTS UNDER PARNIELWAL[S MOVE MEASURE (2 SCREWS Qi 32" O.C.) MOUE N. SELF WILD WALL: COLUMNS MET ALSO BE BLOCKED OUT AND ISOLATED FROM I HE REST OF THE SLAI THE BLOCK OUTSAT COLUMN RAW SHOULD RE SQUARE .ucnNGnTR DOC nNOM(O5PAN STEEL NO HSEIONED Sf THAT THE POINTS OF THE SQUARE MEET THE CONTROL OUNTS CONTROL JWNT5 SHOULD BE NO INS TURN ONE-FOURTH THE II INSTALL SMOKE AND O UEFECUPRS PER COPi LCOLUMN J THICKNESOFTHESINDINDEPTIET MAXIMUM JOINT SPACING SMU%l ANTI )O1NTSAGN6 FOR UINCH THICK RLAINKNO RENOLMORETAEFT ,,h"J", . HM EACHM H nu'n�ee�ir'e�an�x, . nuuur,vurRin _ �. EiJ3_uiviMLEPA -1._ �1 US _ C —0, r PIT ORn. _ [" i F+ a '.- Li 1, ------. ^_ UTILITY ROOM -- +o-'---`i-I ;I- : . FAINTER TO ATRIP PAINT ALL TO KANSAS ' HAL FRK.ES5M SLOP AND SHALL *QKGCTCURIFIUTION BEFORE COMMENCING WORK CONTMCTOR SHALL VERIFY ALL OWNERS FOKAFPKfVLOF ALL OENERALCOMMCTObHRLBERFSFOI K DIMENSIONS AND OFORIONS AT JOB SITE, INCLUDING BUIL"NO AND SITE CLFAMNCES FOR SKEWERS OF EQUIPMENT AND MATERPL, AND RFMEBY ALL NSCKEPATNESWITH ARCHINOT PROR TO THE COMMENCEMENT OR OMINUATIDNONIDRF I RfNCHE E•TRI[A ROMPING NDDHJAC PRIOR TO INSULATING AND SHERROCAING I ANOSHALLFECURE7ATC MOPRIORTO SER fE _ A, - A PEP t� PIER PEE RE NGII IHTALL(2) EASEMENT VENTAUTIfN SYSTEMS Ev MOUE N. SELF WILD ��PEI' �I -----------:'_: ITSYSTEMIN UPPER' BOOM,(II(STEM IN EASEMENT [CONTACT STEVEN, 516 20442151 ,,h"J", . -� EACHM H )EPA ENOUGH FOUNDATION WALL AfUEIOE AND J VENT FROM THE CONDITIONED SPICE FROM FORK SIDE (FOE AIR EXCHANGES .1P 111 SO IN T-X1fi It SIR, ED, VENT BE INSTALLED WITH NCT WORK PROM LETWOR1 BOOM WALL ACANNTRACTOR TO,'EUFY INSTALLATION MANUFACTURER PRIOR TO CONS I PITNPrH FAINTER TO ATRIP PAINT ALL TO KANSAS ' HAL FRK.ES5M QNTRACTOR SHALL FBI ARCHFRCTOr AN, OISCREMANCIES BETWEEN THE DRAWINGS THE SPECIFICATIONS AND THE FIEU CONNIONS AND SHALL *QKGCTCURIFIUTION BEFORE COMMENCING WORK CONTMCTOR SHALL VERIFY ALL OWNERS FOKAFPKfVLOF ALL OENERALCOMMCTObHRLBERFSFOI MNLFACNM1LRSEWAM1MNTS AND TEP TO WIFE ALL IWRF DIMENSIONS AND OFORIONS AT JOB SITE, INCLUDING BUIL"NO AND SITE CLFAMNCES FOR SKEWERS OF EQUIPMENT AND MATERPL, AND RFMEBY ALL NSCKEPATNESWITH ARCHINOT PROR TO THE COMMENCEMENT OR OMINUATIDNONIDRF I RfNCHE E•TRI[A ROMPING NDDHJAC PRIOR TO INSULATING AND SHERROCAING I ANOSHALLFECURE7ATC MOPRIORTO AREA 124;_3 LIVING SRA CE SUR SCREENED -IN EAST -WEST GARAGESI N1H314IIAR GRIME WOEAINiALLMOR EDGES TO MAINTAINTELL ITENERR.R OITTF ANNE DISCREPANCIES BETWEEN THE DMWINGy RET CVPIFICATWON BEFORE COMMENCINGxR CONTRACTOR SHUT VERIFY ALL THE SPECONDITIONS.NS, AD THE FIELD CONDITIONS. AM SHALLNES 3WX34 I GLNEM1AL CONTRACTOR SHALL BE RESPONSIBLE FOR ALLFUIUWO DEPARTMENT iWGlxRll. p DELIVERY OF EQUIPMENT AM MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRDRTDTHECOMMENCELIENTOR CONTINUATION DF WO RK iTW3Hf IAN •I.WAVAVMEMfRDA1DWNER EWrMA IN1613APTH31A 3m FILE TW3u1 FWHNi11WL 94�-(31x&1 i emwwlxrv[n 131 xi1r • 13)P%V (x113JXIl ML13M' STEEVWE is .YIIx SfIIF£L F - --.. 1.113YLL \R. -, r 131 3/1%M ML R "E o.oLr.n. .. Y . FOR Tor 3'•_`_ 6 I Ixw�roR ¢)]xu : _ - ,a __ ''•-I- PANT RY L _ , ._ --- -- .. ._--. --... �. --..-___-__ ______ _. I ATH N.2 F• I F FI .A .I EFI 7 wzi3 m r LIVING ROOM 1 - n - _IN 41 _ ,I u �I'! _ ,C,IHNG y�_______JI 5I E._1. MUDROOM _ f£FI'' :.-..-_.....___________. ` N 3' A - m IT ---I I 4 a _ r _ 15 .. T6T — 2a -....-. ._1[_L. — NE I— .3, �- �'- I E T IL GARAGE 1_ 15 1 II � 3I-ip4"�' —' _ • I - -- ----US --------------------"" i �� WIC .� E m r 3v° .r In acumCxnL /VSTEEL PLAID " —�—_ — -- - _. - ___ - _ - --- - L`1 LORD YI za Tom-----r::.r'::-M'.• _-_ ---_ . -- .Q .13113r+x_ML_L3,3nEELrurE ._ 1 av STD :"; cDwMSN . IFRONT • E_C.. (y SIG f MASTER BEDROOM • .E INTI ulew.xr Er 11: ^m_ S.VrvR ruuEru.Ne lnr[u.R „ ly. %,a. .—(3J .1'1 _ wwi AND CEILING 1EYEIN ••Ih xmo L m ...... Lan �I .I .0 j -- --- ----------- -- - ______ �i IR D _ I� ENTRY mTH PACE ; -I • DF J L • I ENT BGT - KITCHEN • MASTER BATH k 14,-0 _ rEAmc .EN _� 3• �.. a _ o -1n . _ ...... ............ ABOVE - COVERED r O H)1-3rxxv ML HEADER (31.3;Axw ML HEADER :1311-3,.Ar P2 ME HEADER PORCH r FILL nEl.m .nE.,. .--lliLtlJ±yz ML_HN----_ wunerzrvT ,wE..Ty -r- '�_:__ ------- 12iATH � 11 Tzr ro FIE N" M1 .I SAID 1311 Ufa xnlL RR 3 l% IT j0 613 EPA 0 7712= _ iu TWNK "M •W Y 1VLx 131Y 1413 1111,6 R LH EMRV TEMPERED µ • --e FpY=--- ', r• xnro xun COVER PORCH D r: 31036-n - ED G '„� iEAWx�iO TA�3IA „- N FEE 1313%U GpRER 131 ]%IDI LINEF .•55--• 13)]% GIRO 1ST. FLOOR BASEMENT ��I��Dh17 BASEMENT NAME AREA 124;_3 LIVING SRA CE SUR SCREENED -IN EAST -WEST GARAGESI 1ST. FLOOR PLAN .ES NInT..E. SERIEIH14 MANCF0 TUIOUTH ORCH z,z.os,R E PROJECT NORTH DWAREII,.',.LGSEE FORST .LET ACE sn.a s, n SCALE: 1/4" = 1' ::SENA-:ERIE,°`" 11 PLATE HEIGHT AT T Y UNLESS OTHERWISE NOTED 6) ALL E,TERI.R •FENIN45TO HAVE DESIGN -PRESSURE VFLM.ES VUrKE ]) E%TERLRWAWTOREFMME.WITH2Y6.Fx25N.5AT16".0 APPLICABLE PROVIDE RAISE PROTECTION PANELS WITI FASTENING HARDWARE UNLESS OPENINGS HAVE IAOACT GLAZING 3) EXTERIOR SHEATHING TO 5 YTHICK FIR CIM PLYWOOD 71 I1Na%TEWLLEAIIHOPE AND INTERIOR WALL 2,6 WALLS AT Rb AAT P13 q DOUBLE UP FLOOD ARISTA UNDER PARALLELWALLS ABOVE PROBLEMS BMCMNGAT24 OC AN.MAMPAE a wsuLATE CEILING, WITH RD INSULATION MASTER BEDROOM SOUND WALL (STC 55) 5)PROVIDE 3-F Ax HEADERS OVER ALL OPENINGS UNLESS RI ALL WALL AND CHWI4S TO BS PRwIOANNE H 5, P SHEET ROCK EO STUDY 24' PC WITH LTOP AND BOTTOM .THERWSS NOTED ALL OPENw45 WM 3 FT TO HAVE 2 JACK STEP BATHROOMS Ti BE MOISTURE RESISTANT SHEETRO« PIAN U NUBL LAYER TYPE DR3WALL EACH SIDE OPENINGON EACH 51DE OF PROS IDE 3 EACH SNITS ON EACH 510E FOR DYER WLH WTH SOUW,ENSE NO 1 MICROIMI HEADER Iq INSTALL,MOLE AND CO EFFECTORS PER CODE 631A24RR 6gnmr mANG,nnnm � J? HVAC ZONES El/_E• ENTRY STAIR ENTRY STAIR MUD ROOM STAIR EAST WEST MINIBOOM PANTRY DEN DINING KOGM, LIVING ROOM OFLOO AOSTSA EL TO EENUESU CTS IT EAST -WEST NORTH -SOUTH ZONE UP 4 RECREATION INIFIRM GRIME WOEAINiALLMOR EDGES TO MAINTAINTELL ITENERR.R OITTF ANNE DISCREPANCIES BETWEEN THE DMWINGy ENTRY STAIR ENTRY STAIR MUD ROOM STAIR EAST WEST OFLOO AOSTSA EL TO EENUESU CTS IT EAST -WEST NORTH -SOUTH ZONE UP 4 RECREATION INIFIRM GRIME WOEAINiALLMOR EDGES TO MAINTAINTELL ITENERR.R OITTF ANNE DISCREPANCIES BETWEEN THE DMWINGy RET CVPIFICATWON BEFORE COMMENCINGxR CONTRACTOR SHUT VERIFY ALL THE SPECONDITIONS.NS, AD THE FIELD CONDITIONS. AM SHALLNES LCONTMCTORTI ORSINI MEETING WITH BANNER FOR AAP•EAL BEALL GLNEM1AL CONTRACTOR SHALL BE RESPONSIBLE FOR ALLFUIUWO DEPARTMENT FANUFACTURRIT AND SHALL RE INSPECTED TO VEISFY MET WORK E SPOLIATE.FRUFFEEBSEE, FUILDIN4AM SMOLFARALIMMIOP DELIVERY OF EQUIPMENT AM MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRDRTDTHECOMMENCELIENTOR CONTINUATION DF WO RK UGH E6RRIC IN.. NO, RW HO PRANKO INSULATING AND 5HEETPOCKNO IAN •I.WAVAVMEMfRDA1DWNER RECREATION ROOM c a LNSUTAreCHLINcs WITH R30 INSULATION ALLCATHE.RAL i SEC➢«5A BE PRNOE.WrtH AI"AIR SPACE BETWEEN ROOF ZONE N. 2 SHKATHEY6ANSINKULATION ALLORROVOEILTTHICKHOM IFPRNIBE3.3ABOFF2HUOEIISNERALLOPENINGSUNI£SS I OEHERWUENOFEO nu ORN Nc NFR3iT n HAVEx LACKiTuls CATHEDRAL ROOF PARTS .JFRAq StEEIFRS !FITC Ft RECREATION ROOM )jI 1/t'I',"AWAY FROM tUL Z ` BATHROOMS iOXWFMOISTURE E4eMMyf SHEETROCR c a LNSUTAreCHLINcs WITH R30 INSULATION ALLCATHE.RAL i SEC➢«5A BE PRNOE.WrtH AI"AIR SPACE BETWEEN ROOF ZONE N. 2 SHKATHEY6ANSINKULATION ALLORROVOEILTTHICKHOM IFPRNIBE3.3ABOFF2HUOEIISNERALLOPENINGSUNI£SS INSUL.TION14FROM ECTERIOR WALL PLATE INFO HOUSE ON OEHERWUENOFEO nu ORN Nc NFR3iT n HAVEx LACKiTuls CATHEDRAL ROOF PARTS .JFRAq StEEIFRS !FITC Ft RECREATION ROOM MICAOUM LEADERS 1/t'I',"AWAY FROM tUL Z ` BATHROOMS iOXWFMOISTURE E4eMMyf SHEETROCR ALL EMEROR OPENINGS TO HAVE DESIGN PRETURE UPGRADES WHERE Ewue IRI INsinusmaeArooDFr,rnRrenoDe L — _ — — — — — — — J HARDWARE DELLS OPENING HAVE IMPACT CLawc M N�AVN•P EOE WALLS EIR.TECL V/ALL IrviEM1EECTONE MRRIM Eb BALCONY -7ip !!QUARE �M1KAORAINl iO [�NCNOi TO FnLorE BRrueLls mnuu Fwcfum I ,ATH I 2%f MR "21.3, , _-_- 1,24 IS ]Mf JUTE No BATH i313¢tIFA] HtR lq \,\ \ SEA \. "Y / \ \ AS, / [I BALCONY F CH IM,111.71 So BEDROOMSNN. 22,L 31, OPEN N ----SL�,Er l:W IDIOM BY EYEBROW aLNu /.0 'a -LEAF, ..AME. BEDROOM No 3 \rR IB'we3N EYEBROW ww«w �- r , i I3 x...F,xH.R I6o"'ORH.R rEEEEEEE_ EEEEEE;E,EEEEEEE__;E„_-E-EE-EEE-EEE------------------ I I c s A _ _ _ _ _ _ NAME AREA 2ND. FLOOR PLAN PROJECT NORTH E NNITST«E ftt SEREHIGH.ERFORNNCFDNITS RED Sf” UVINDSMCE2405 L,Q R. DA�PKNIOt ALTERNATIVE PRICE FFORA ND xRENA DDERSEN A EBIT om IF CEIlIN4HEI4M4t'," I)MEVUTF ML5ATIIORAN.INTFROR WALLS 3\f WALLS AiRb ZONES AN MAIWNLL EREC N7 3) ExrFRLDR w.Aus» R FRAMLDwLm auf Iw] nuRnTlf° BE HVAC 20NE5 (FUTURE BATH) a LNSUTAreCHLINcs WITH R30 INSULATION ALLCATHE.RAL i SEC➢«5A BE PRNOE.WrtH AI"AIR SPACE BETWEEN ROOF ZONE N. 2 SHKATHEY6ANSINKULATION ALLORROVOEILTTHICKHOM IFPRNIBE3.3ABOFF2HUOEIISNERALLOPENINGSUNI£SS INSUL.TION14FROM ECTERIOR WALL PLATE INFO HOUSE ON OEHERWUENOFEO nu ORN Nc NFR3iT n HAVEx LACKiTuls CATHEDRAL ROOF PARTS ON ENING rNvnEELAc. nUH.N EACH sce FOn RECREATION ROOM MICAOUM LEADERS SHEFTLn RI K Z ` BATHROOMS iOXWFMOISTURE E4eMMyf SHEETROCR ALL EMEROR OPENINGS TO HAVE DESIGN PRETURE UPGRADES WHERE Ewue IRI INsinusmaeArooDFr,rnRrenoDe L — _ — — — — — — — J HARDWARE DELLS OPENING HAVE IMPACT CLawc �ru II5Kw`13HT!I -7ip I ,ATH I "21.3, , _-_- 1,24 IS No BATH _ 11 i IF I tEDROOM Na �' I IS No.. I° j ,I Y I I ' .f 7,7717 if-cI �1 r_7.• AL ._ �- [I BALCONY F CH IM,111.71 So BEDROOMSNN. 22,L 31, OPEN N ----SL�,Er l:W IDIOM BY EYEBROW aLNu /.0 'a -LEAF, ..AME. BEDROOM No 3 \rR IB'we3N EYEBROW ww«w �- r , i I3 x...F,xH.R I6o"'ORH.R rEEEEEEE_ EEEEEE;E,EEEEEEE__;E„_-E-EE-EEE-EEE------------------ I I c s A _ _ _ _ _ _ NAME AREA 2ND. FLOOR PLAN PROJECT NORTH E NNITST«E ftt SEREHIGH.ERFORNNCFDNITS RED Sf” UVINDSMCE2405 L,Q R. DA�PKNIOt ALTERNATIVE PRICE FFORA ND xRENA DDERSEN A EBIT om IF CEIlIN4HEI4M4t'," I)MEVUTF ML5ATIIORAN.INTFROR WALLS 3\f WALLS AiRb ZONES AN MAIWNLL EREC N7 3) ExrFRLDR w.Aus» R FRAMLDwLm auf Iw] nuRnTlf° BE HVAC 20NE5 (FUTURE BATH) a LNSUTAreCHLINcs WITH R30 INSULATION ALLCATHE.RAL 31E.'TERI.R SHEATHINCTNEEB"THI«HM1NRPLYJ.«. ' SEC➢«5A BE PRNOE.WrtH AI"AIR SPACE BETWEEN ROOF ZONE N. 2 SHKATHEY6ANSINKULATION ALLORROVOEILTTHICKHOM IFPRNIBE3.3ABOFF2HUOEIISNERALLOPENINGSUNI£SS INSUL.TION14FROM ECTERIOR WALL PLATE INFO HOUSE ON OEHERWUENOFEO nu ORN Nc NFR3iT n HAVEx LACKiTuls CATHEDRAL ROOF PARTS ON ENING rNvnEELAc. nUH.N EACH sce FOn RECREATION ROOM MICAOUM LEADERS SHEFTLn RI K Z ` BATHROOMS iOXWFMOISTURE E4eMMyf SHEETROCR ALL EMEROR OPENINGS TO HAVE DESIGN PRETURE UPGRADES WHERE Ewue IRI INsinusmaeArooDFr,rnRrenoDe L — _ — — — — — — — J HARDWARE DELLS OPENING HAVE IMPACT CLawc ZONE NENTRY 12 BATH N•ITM/YPATH NN±FJTMFN NI AIM MUD BOOM. DEN III ROOM LTS'rv( ROO ZONE N. 2 AUSTER IEPKOON, MAKER BATH ONEN•3 Urt I STAIR HALL BEDROOM N, 2, BEDROOM N• 3,BEDROOM N• 4 BATH N., PATH KE, ZONE As 4 RECREATION ROOM C 4 JAY 7 OAi MLLLS ARE TO BE MONSOON, WITH ]R ISO SNB M9511)ATTIC ACCESS TO BE OEFERMINED IN FIELD WITH OWNER `,�a•` Q� UNLESS OTHERWISE NOTED TOPSHALLDOETTEAR Hi"N'TOF AN) PAINTER TO KMMIANIP PAINT ALL DOOR PIMP TO MAINTAIN CIES USTI THE DRAWINGS THE SPAIDCATIOLS ALIO THE FIELD CONDITIONS AN REQUEST CLARIFICATION BEFORE OMMFVCINO WORK CONTRACTOR SHALL VERY, ALE THO"CMFMAPPRNALOFALL HALLtERESNNSOLEEOM1AUBUIV1NCOEFRTMFITIWPECTIOW ' L - NCES FOR DELIVERY OF EQUIPMENT ANO MATERIAL AND REMEDYYALL DISCREPANCIES WITH EACH=PRIOR TOME COMMENCEMENT OR CONEQUATION OF WOM1F IR TO NEUUTINC AND SHEETROCMNG IAN A NET•E<•E 0 PRIOR TO M1ECEMNG FINAL PAYMENT FROM N'NCR I'12;I I Cal I M ML I I 11 BIT THECAQ MATCH ED CAFTLE)i I I I I I 1¢BID l I IV 12In I12 :' _ Cil AREA: IMA 11111 pill likild" VE2 0' . CT L FLUID SHALL E BOLTED TO R4TER5 WITH vaDu cnnm12EO IRE 46444 RROVIDE (1) f' RYWELLS IA. X 1' DEER DRYWELLS CARAgTY' G7G CLL FT. M STANDARD 5 IFETAITHEN WINING HrEATFUSULTS FATOBWEETPRESTECTLEBACkINEWNT A rani Eli Arms IF E OFFER OUE THE 111Ai HIS AD HE"" OF KLN ACITIANIT CCNNK74RN WATERTIGHT SIT "LETHEI DRY WELTS TO RE UP MIN, AWAY MOM HOUR PAINT:R TO MIME N• PAINT ALL Pepsi EDGES TO MADRAId MANUFACTURERS WARRMTr AND SHALL BE INSPFCTEP TO Ed- IM INSTALL M6DFx2 MITAanM AT K UIC' . SEA I[IT.nulw IU BE USED IN ALL VALUES MDIti EUKTUNS EARTH ROOF AND SIDE WAILS FRFlCALI L FLUID SHALL E BOLTED TO R4TER5 WITH vaDu cnnm12EO I LG SCREWS WITH Si AT EACH RAFTER Tj MNOT D,STV I LNRFRIIVMENT ON WETS w.m PLY "DI'l HEATITNG M09IFLR\ NCLEAN EST DR TO I R UFALLINO U IDERLAYMENT AS APPLY ST'THICAFIR O%S114THIVG•JERn•DF PwMF VN ET 115n NOT PFF LEFT ERASED TO ELEMENTS AT WD OF THE Rt MY Re WAFT Vr .UTYTAn. UNTIL An M.HNG Is 4, APPLY MET UNDERLAY NI4i MYE EDGES AM CS ,LETE N RECEIVE TO THEDECA ALSO GGVE Irl STALL A 5RHALT ROOFING M A, PER AND FACTUREWST LI S RITTEN INRUCTI DI,. L USE 3M FELT IINDELAYMENT WITH ASPHALT RDDnN c INAs EAS u'r U w 12 GAUGE m AT SE CALVA N ZED IT AD ON AID) RMFNC N RULE n W RA IT Dn LE55 ROOF MUCH USE ICFe WATTLAPICK UNPEDLAYMFNi LEAST 31 DISH REVS LONG NAUGH TO REVEYATE THMUGH RLYW!!D UsEfiYARALLIERAFTEACi NAILS RE TO RE TLVSH WITH SHINGLES RVi NOi Si IC[LAFARRIp101T OMEMAL, VALUES AM WEOINTFUECTION5 CNINCINTDSHINC ESLRFAC� U .r,Im ROOF ANe suawnu; moray I'P' N 4 4 JT. w... 1 3a 3a I` Is%vucxr I ' I ' lizr lriul - -- I I k nM TALK l EV HEST I • AS L] -- -^ — - -- -- - - el Ix S al IT , Fin _ I'I Fr F I I I I I I I I I TOP PI 312%D DF42 Ip II _ H� I` I3N� i Iaa Vi"9'gRIW WN!!W ' m VEN.. I / A.DDF09RRa6Err I ROOF PLAN SCALE: 1/4" = 1' PROJECT NORTH - 3 _ _ ___ ___ FASCIA 1%t FRIEZE 10. 5/1 RR G, �LKG. 7-1/4" FASCIA 5/1 FRIEZE 3D. BEAD BOARD 1X2 FR, ID. SOFFIT TOP OF VENT SI11—, .urrr LUIS in WlndoW rnme�NeaSN.�I Shear indowramemaradienMllpde2rflrwlDler WimI rs ProM RAKE DETAIL SOFFIT DETA newts fr see di Ioul 91es, Window radius mrameto pricel Is firn re I YS RICH hsed mbe Yrannf as neN Rakers for evebw to De at 12"as. 2. gauge strapping to des eachN over all intersecting areas Use 2 DURTUR of 1/4" AC fir glywptl sM1eaMing over curved rafters (PM s" mould Ye nwO into 1V' wile strips fa oolttInstA11pRr SVgger all pmt DURr layers PIU Vd to be fasten"toraf5ersAntNl-1a.(minI= inl sMelE<r�ysat!'.F Use Ice and Waterwriterasrole SCALE: 1-1/2" = 1'-0" underlame ynt Nnderlaymemshicontinue Upnroe plane INS unerrlement"waderYavels SCALE: 1" = 1'-O" mna downward duenlm Tnm out eneYnw vi clear cW aC grimed o soled m all 4 sues our n smlxnn malate rafters will uR1 foam Man uM[h BOIL on MIF sides, CONTRACTFORYLVAUTHIPLYARCHIINCTOFALF) DISCREPANCIES BETWEEN THE DMWIN6i THE SPECIFICATIONS, AND THE FIELD CONDITIONS UISHALL VlIVkSi CNRIHQiION YIMRFCOMMELCIIIL WDRk C! GLNERALCONTAWm1R9COORDINVE MEETING WITH INEU FOR.\PPP VALIF ALL GkT RALCONT"A OK5HALLBEnflMWULEFORALLNIWI`IGD`YAR7MCNTINSRCTIIVS GIME ISDNSAM OM"IONSATIOE SRE IN<VIDING DVIUIH:4 AND SITE <LEAV NCC FOR VEWAY OF EOUIPMENT And MATERIALS, AND P E\1EDY ALL OISCNEPANCIE5 WITH ARCHITECT PRIO4TOTHE COMNIENCEPENTT ONTPW ATIO4 Oir^ORI MUGH ELECTRIC PLVMDINO AM HWCPRIOR TOINSUVTING MDtlI[Li1lOf%IH(G AND iHALL 5ECLHE THE C m 0 PRIOR TO RECEIVING FINAL F AYMRrt FROM OWNERS RE\lslOps W FEE [] x W rn c O r 0 x a C) ❑ "' <LUG1 RAV x c U00 z O IT FF Fir. cE O� as r C : Ter UK H N SEE U, E �F WIS SEE H � UEYE AREC DRAFT nIH'n4C hOfTG ll.l'_4.f IvaeN LIIR sxEErrvlmnex A-7 11111111111111, 11 I'P' N 4 4 JT. w... 1 3a 3a I` Is%vucxr I ' I ' lizr lriul - -- I I k nM TALK l EV HEST I • AS L] -- -^ — - -- -- - - el Ix S al IT , Fin _ I'I Fr F I I I I I I I I I TOP PI 312%D DF42 Ip II _ H� I` I3N� i Iaa Vi"9'gRIW WN!!W ' m VEN.. I / A.DDF09RRa6Err I ROOF PLAN SCALE: 1/4" = 1' PROJECT NORTH - 3 _ _ ___ ___ FASCIA 1%t FRIEZE 10. 5/1 RR G, �LKG. 7-1/4" FASCIA 5/1 FRIEZE 3D. BEAD BOARD 1X2 FR, ID. SOFFIT TOP OF VENT SI11—, .urrr LUIS in WlndoW rnme�NeaSN.�I Shear indowramemaradienMllpde2rflrwlDler WimI rs ProM RAKE DETAIL SOFFIT DETA newts fr see di Ioul 91es, Window radius mrameto pricel Is firn re I YS RICH hsed mbe Yrannf as neN Rakers for evebw to De at 12"as. 2. gauge strapping to des eachN over all intersecting areas Use 2 DURTUR of 1/4" AC fir glywptl sM1eaMing over curved rafters (PM s" mould Ye nwO into 1V' wile strips fa oolttInstA11pRr SVgger all pmt DURr layers PIU Vd to be fasten"toraf5ersAntNl-1a.(minI= inl sMelE<r�ysat!'.F Use Ice and Waterwriterasrole SCALE: 1-1/2" = 1'-0" underlame ynt Nnderlaymemshicontinue Upnroe plane INS unerrlement"waderYavels SCALE: 1" = 1'-O" mna downward duenlm Tnm out eneYnw vi clear cW aC grimed o soled m all 4 sues our n smlxnn malate rafters will uR1 foam Man uM[h BOIL on MIF sides, CONTRACTFORYLVAUTHIPLYARCHIINCTOFALF) DISCREPANCIES BETWEEN THE DMWIN6i THE SPECIFICATIONS, AND THE FIELD CONDITIONS UISHALL VlIVkSi CNRIHQiION YIMRFCOMMELCIIIL WDRk C! 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TRIM AND MOLDINGS INSTALL IN SINGLE, UNIOINTED LENGTHS AT OPENINGS AND FOR RUNS LESS THAN THE MAXIMUM LUMBER LENGTH AVAILABLE FOR LONG RUNS, USE ONLY I PIECE LESS THAN THE MAXIMUM LENGTH AVAILABLE IN ANY STRAIGHT PON. STAGGER JOINTS IN ADJACENT MEMBERS. COPE MOLDING AT RETURNS. MITER ALL CORNERS. 2) ATTACH THE WORK SECURELY IN PUCE a) NAILING: BLIND NAIL WHERE POSSIBLE. USE FINISH NAILS WHERE EXPOSED SET NAIL HEADS FOR FILLING, EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECEIVE NATURAL FINISH (IF ANY). N[) ANCHORING SECURE THE WORK TO ANCHORS OR TO BLOCKING WHICH IS BUILT - INTO OR DIRECTLY ATTACHED TO SUBSTRATES. 3). CASEWORK. INSTALL WORK IN A MANNER CONSISTENT WITH THE AWI QUALITY GRADE SPECIFIED a). SECURE CASEWORK TO GROUNDS, STRIPPING, OR BLOCKING WITH COUNTERSUNK CONCEALED FASTENERS AND BLIND NAIL AS REQUIRED TO PROVIDE A RIGID INSTALLATION SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISH WORK Y). ADJUST AND LUBRICATE CASEWORK HARDWARE FOR PROPER INSTALLATION 4) PLASTIC DILATE NFINISHWORK(WHERE ATIONS LF RJ COORDINATE AND VERIFY ES T AND LOCATIONS ER OPENINGS FOR FIXTURES WITH ACTUAL FIXTURE CUT SIZES FORM INSIDE CORNERS TO A RADIUS OF NOT LESS THAN Iq". ROUT CUTOUTS AND FILE CUT EDGES TO SMOOTH SURFACE FREE OF CRACKS INTERIOR DOOR TRUSTILE TS2030 1-3/4" THICK T TALL ORAL ne� JOSE PRIMARY W HELHORSADDLE SEAL YARD THLS H1Lr5+ORLF ♦3iF N(Mr SU'EE. PAINTING NOTES: EXECUTION: APPLICATION CONTINUED: „ 1COWII IONS SELL APPLICATOR PRESEL r FOR OF AND LIGHTLY BETWEEN AGA SUCCEEDING ENAMEL Or VARNISH COAT GORE WITH REQUIREVFOR N IUT CATION COMPLY WITH PROCEDURES SPECIFIED IN UCA N 11, SCHERJURAL PAINTING APPLY FREE CO+TTO SFRACES THAT H+V: BEEN CYNU, U PROCEUWI71IPAP7APPLICAT11NGNL ih'ERUNSATLFACTORf CUN11T11LU PERSETRAIDDUP UnIF1U'ISErR4UFU FOR MLInNG A5500N>S PRrv(nCARLEAR4 HAVE BEEN CORRECTED AM SUFFICES RECEIVING PANTRE 71110 LV DRY PREI+MTUN AND BEFORE SNSEQUE FT SURFACE DETER1NT11N 2)DART RUf43 APPLICAL4S ACCEPTANCE OF II OAST RIMED O\'A METALONFACESTHV HAVE BEEN 'HOP PAINAU AND IO'JCI I UP 'UAFACED AW OMPAWTIONS WITHIN A FAIL C STAKMH- - CONOITIINS SHOOT THROUGH iIMLCOAr OF NI CVURDnJAnOrvOFWORn APPLY N ATSWOROTHER rtIV+INi FIP.I IE OiV 11F1rM iINISH CrtOR n REACOMRATISECTIONSTHER AL rtO ENSURE PRIMERS SH5rEM AND MPAGANCF ]IMOF TETOTAL s1Y FOP VARIOUS M MT6 ON REQUEST FURNISH111FOMIATUNONCHAMREDIA ICSOFFIn'ISHM,+TUALSTOEVSURE li APPLIFSHMIAPPACEDUPISLfrAM6 ANDCW NNGS WBPUs-I ROLLn,SRAN USE OF COMPATIBLE PRIMERS OR OTHER AFTIICATOCACCOKNING TO MANUFACTURER $XXXTUE4 INSTM1UCT11N1 G NI ARCHITECTANVTANTICIPMUPROIrpOAMEN JUNGETERIA7OAtl I MINIMULACONDENTHICKNES, NAVPVUM+TtD RESITH SNMffi ER APFIMED ID OTHERS TURF'S RECCLAMENU DSPREACN, RATE PM1 M L APPLICATION: THICKNESS OF I of ROAD SYSTEM AS RFEOMMEIUED W MsNUF<TUKH A)C1 GLEN PRODUCERS SPFCIfIUN m POP FOR INSPECTION APIO ACCEPTANCE K LL IACCIIANI<AND ELECTRICAL "I PRINTED OF PASCHAL CAL At D CECTRISI OF SURFACES TO HE PAINTED WORK R OMNFO TO ITEMS E%f6ED IN EOVAMEN I PLHN¢ AIR OCCUPIED SPICE' ISCVOPOm+TUN OF ANSI FRIEND OTHER OTHER SECTION IN PIES PRIMUS HE PAICRED II BUCFER FILLAPV ROCKFITFULOCONCRETE MASONRY BLCKFATAMTL TO ENSURE COMPATIBILITY OFn5Y4 IE TOTALEM FOR VAAl1US SUBSTRATES ON iO ENSURE<OMRET! CWUAGE WITH PORES FILLED PFNEST FUMJISH INFOILLPTUN ON CHAMCTfr13➢CSOF FINISE MATERIAb TO LNSUAF USE 1r COI onrmE PRIMASM PRIME COATS ]ELGRE APPLYING FIN15FI GOAA APPLY A BRUTE COAT AS RECOMMENDED BY MANUFACTURER TO PAI THAT IS REQUIRED TO BE C EAgVEHAROWARf AN1HMRWMFArCESURIES RMUN RATES ACHINSEACES PAINTEDORFINISHIHAIEDAMHASVtt IFEry iRIMECOATU BYSYHfRf LIGHTING FIYNM1ES ANO SIMILAR ITEMS ALREADY INSTAUEITIATAAE NO FAINTED RFCOJ"II PED AND SFAFD SURFACES ON ML CANCELED OF SUCTION SPOT OR IFREMIVAL ISIMPMCTPLORIMP15fIBLEBfCAU5f 1ifV-fOIX'nGHi OTUNSEALED AREAS INFIRST COAT APPEARS TO ENSURE A FINISH COAT WITH NO THE SEEM O GJPAC6RNU PROTECTION BEFORE SURE CE PREPARATION RUPEES TFEI OR OTHER OFFICES OUE TO INSUFFICIENTYLAUNG INO F ) IS ADUMRL TEIG PAINTING OPERATIONSIL EACH RICE OR AREA. ENrtALL III P16MEWED IOPAOUEI FINISHES OMYLFTTO COVER SURFACES M NECE55AKI TO ITEMS KFMOY ED USING WORKERS SKILLED IN THE TRADES IY,VOWU UWIDFIVDOM O+IVENRFACEVFUMFUtMFlN6T,COIOAAUEAANCE H•G HOtPPL BM1THA RFAS Y SURFACE PREPARATION EE SAO ROPINESS OR OTHER SVP£EIqIFRFECELONfWPE NOT ]E ACCCFANE TO MANUANS'S WRIIIEINSTRUC9R8 FOR ACH PARTICULAR SUBSTRATE CONDITION ONIN AND AS O O) CLGy FINISHES USE MULTIPLE COATS TO PMNCF RLE TUSORAFMWEAM SHRIMP SMOOTH SURFACE OF EVEN LV9PHRWUE EE6LUNEP 2, EIAEWIrOSMATEAREWEEFFLOESCENCFM%DRi CRIMEOLE AND I PTNEX COLOR A4➢BRUSH MARKS ORANGE FEEL NMLHOLESHR RELEASE SRNCHE1 IMROVETINREDRr`GEE IFHARDENERS OR G`UHULSURFM<EIMCTIONS SEALERS WEUSED iO npµDVtCURW4USEMECHANIPLMETWHOi PI SIVTHENAMIFINUHREDSMITONNFINE SURFCEPREPARATION OEJCEH6SUCK A5HAPS IM1RISCULURi(IN 31 DINAHSSCLDODGE OPD WHET FOREIGN SHIFT H TEXTURES. SRU MAKES OROTHERsupA[ILnUFFRIJS POWERS MNTSPIRITS AND SDAFR AM RERUIRED AUG SURFACED AND DUST Ofw&NO aecE�SMOOTH CLAD SMAH DRY SEASONED KNOTS, AND Amu Amry Cur CLEANING AND PROTECTING: _ Of WHRE SHELLAC OR OTHER RECOMMENDED KNOT SEAR BEFORE +HL\INA PRRMR AFTER PRIMNI FILL HOLES VU IMPERFECTIONS IN FINISH SURFACES AT ATTHE END Or EACH WORYDAY, REMOVE EMPTY CANS RAGS, URGED AND GOHER F FlTIC WOOD TITTER SAND VAORH WHEN GRID DUUROU MIN I TAX A HAiROM PROWL 511E - BE PRIMErSSPAIN OAS R SEAL WI TO UE Mn HER PLETWArEe (FIT EUVEry PRIME DGES EENDS FACES UPI AND BACK PULL OF oOa INCLUDING RM PLOT ACT WORK or TRADES, SY HI BEING MTV TO Ur PITT AGAINST DAR ACT PXNlTSCOUNTEKS PSH AND PANELING NOMPAINERIF COPPECTANARGEr CLUNING, REPAIRING OA DEPENDING AND V IFTRAN9RENT FINISH IS REQUIRED PIXFURAEN1TFAA!VARNISH REPAINTING 45 APPROVED F ARCHITECT AND O4' PIER NCONINTERIIRMATITIOISWHEAEI,WWIRY PLASTER ALLCOPWRUCTION W OCCURS . THE BACK SIDE tlI]UPUMS C) PRCVUE'WET PAINT'SIGNS TO PROTECT`IEWLI PRINTED FINISHES AFTER e)•A•OSANN CUTOUTS OF LY IMED WORD DOORS SIXTH A HMW COMPLETING PAINTIN0 OPEMTIOf REMWE TEMPORARY MOTECTIVE WMMINGS COAT OF VARNISH OR SEALER IMMEDIATELY ON DELIVERY UWUED W OTHERS TO PROTECT THEIR UMPK A fENOUS METALS CLEAN UNOAWMH2U FERROUS METAL SURFACE' I HAT HAVE NOT IS AFTER WORK OF OTHER TRADES IS COMPLETE TOUCH W AND ANTORE OMWT LOOSEW OPAT'DRE'EGREME DIRE MILL SAM ANDHERFIREIGn' DAMAG[U VP DEFACER PNNTUN)RM<ES OAVLYUU 'ITHPMCVR9 SUBSTANCES USE SOLVENT Or MECHANICAL CLE+MNG.METHOUS THAT COMPLY WON SPECIFIED IN UCA FI Ts U1 am FOVf CDATw<n r[OMMHAA 0roUCH RARE ARAS AND SHHAVE BEEN INTERIOR SCHESRDMU 1EDBIMECDAnSTNAT MAGEP EBRUSH US CLEAN A'HSOURCEr5 XCALINPIED IV FAINT NURENDTAUCHRWIHCAMERLMER ASNOTSPETR MANUFACTURER. AI GYPSUM Unm INDIUM; uabSACMNANIZE D"1THNOT PETROLEUM liAALLNIMH COATS WERArAM)nENR SOLVENTS 15 FREE CONT EPENSIVE61 METALFgRICATLC RPAINT ILOE rR -- NFROMCALVAVLm SHEET R PRETREATMENTFDACOCLOCK B\ NI FINISH COATS NICRORLDAVIU ACRYLICiNAME MECHANICAL METHAf - q ASVMNOARNTP EIIINGI EI 9ARM1N TUN 1) II ACRYLIC FlNNY IWR COALS WU A ERA ON AIN CONTAINERSD APPLYING USED IN MIXING SNCOPIRTIO`I. ANISH PRIMER IVTfq@AUYUWOtl PRIMER FOR AMID LUG ENAMEL ADD SEPAL FOR FREE LAFOREIGNEAND TURE AlkYDENAMEL WSHES T0Vh 1)STIRMATERIAt BEFOEAPPLICATDn TO PRONRR OF UN DENSITYMATERIAL NTIERI L)PINISH OATS INTUIOR56NIGLbS ALRVD ENAMEL 0 HIND N O RSURFRFDfL INTO 'IERIAL FILM IEFORECE IF NECF55 Y. REMWFSUM1PCE fIN1 AlU5TMIN SMTERUtiE£OREVSIN4 IF NECESSARY,SURFACETHAT USING CI FORDUE MEAL NIMH 1WO OVER AERMrR HOPPOSEDSVAFACES I)COVEE, WDCNN FFINISH AROCWn INTERIOR AIXDFAUVSMETAL COVRSFOLAS TUBE BMRRNIANDSICNRFS GRILLES CONSOI CW°R<WUSHM1FINNUTWE LAA NYP ENAMEL mhINISMOAT51NTUlOREEMIGU6+NYB ENAMEL COMPONENTS IN SAND OCWnrvES IN AREAS SAtUR1)AI ROuoED r1 STEM EDED PRSEARMSAf M MAEXUSEDNRFACESiEUXED nZINC CUTED lETALTTS SURFACES DEFGDMOSSIUWUYMETXO rNEXIUN )E EDLAMRNT CALDWELLTHE SAME R ELFIN II At NIMH TWYOATS WUAPRIMER _ — OF FACE' E4VUMMI MINTOATGHL +) FFRXEk ZINC AICDMAAIFRMER ELIUMMENTORFOA FOVIISWTOFIGME PAINTI)TERIOR tlFLWSH C1AlS INTLRRM1 SUNLUSS AI FVO ENAM9 -C'jM IFUSHCAIS]HALORS LATFACIIU NONSWITHPFlMECUTOVV H A MT NCNSPFNUM1 MCF IAIPT 21 ACES Or XTAR I(. OP TSSIACCMPAPHER U LRIMR INTERIOR STAIN AND NATURAE-FINISHW C IF MINTACKSI 31 MILL MC ACCEES P+NEEM MD M1EMWRLE OA HINGED COVERS CO MEH SURFACES TYROMA0TR10RD NAINVWJSH BUST FONAN `T AS IRISH EAFMfSUOOSON r0 Y1IIOM MEN SIDE ULk3 THC SAME .V THE 0SttSII OGAT5 MILIEUX! NOT FACTORS iIIISHLR; IUq FlNbHCOATSW VARNISH O 1 WOO STAIIJWVFWOLLER RBEFOREAF A UNMry S) FINISEA7EH IN I UIOR VF WALL AND BASE FARNESS AND SIMILAR FIELD FINISHED FILLER COAT LINEN GRAIN WORD FILLER <ASE✓HRKiO PLATED ERtROr CAT 21 31 SEAURCOT IMERUAWDOORIFE t AEPIOXALxro .) FINSHC A VR POLVUAFRIANf BASED EL ..e23`NX VARNISH OP H "D DISCREPANCIES E ILDEEN THE DRTMINGS. THE ALUCTIATIOS ANO THE FIELD CONDITIONS MA SFNLLrUN6} CLWFICMIAN 2EEOREO.MAGULDG\VORK OITMCTORSHALLVHUFl ALL To COORDINATE MEETING WITH OWNER FOR ALTAIVAL OE ALL OR SHALL 3RESUNSIYLCEOR ALL WILDING DEPARTMENT INSPECTIONS IIM[V'U • AND ACONDITIONS ACTING SITE INCLUDING EUIUI IG INTO SITE CLEAPANCEC FOR DELIVERY OE EW)RMEIR NO MATERNLS AM PEMEUY ALL DISCREPANCIES WITH ARFHITECT PRIOR TOTHE COMMA NCEPENT OR COTIMNATICN GF V'OFF I POUND ELECTRIC PLUMBING ALSO SNAG PRIORTOINSLI4TIN4 AND SHEETRnIXIN4 IAD SHALL fNRETHE C ON BUR TO RECEIVING FINAL PAYMENT FROM OWNERS '1 10 PECINALL SECTION C -C SCALE: 1/4" = 1' 133 13 Y' //y.� 14 1 NDE MEINS ry R 1f1 2,10, 4 PIK016 ED 13444 ME Q rylfal tRf3wk. 131 AIR _ •Ff' AND GfY]U fi4"CK 2M10 URNS O BILK I Ab LRA RIU as OC It II .d' iFL2 LEFT PATH No. 2 1J D DPOPE E I /•F - LI RCREAT ON ROOM �� — ORR --¢ — RE\9(IO W .7 O v Tr r Q � W ? rn O z O E_ CD 0. 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R'XI'<VNC FFG 121 D KEBAB CIIll4N CA PC ALL SECTION D -D R.MRR SECTION B SCALE: 1/4" = 1' V I ,ABE a cRs, R — SCALE' 1 4" - 1' _ _ INC FPC 16 \fiVXlG (FORD PLO R) #5 SPEAK 171 WSPERAK PACK WAS {IN9R TO PRIME AID RANT ALL 9661 ERGO TO MAINTAIN LRTIFY ARC XITLCi Ri NY RISC REHNCAD5 REFLEEN THE DRAWL 105 THF 5iECIFIPTIRV5 AND THE FIELD CONDITIONS AND HALL VHUEST CLARIFICATION COS N4NCINL WORD CRNTMOOM1 SHALL OLRI%ALL •R{M GENEMLCfMMRRR TOCOORDIN 4k MEETING WITH RWNERS FOR APRIVVAL OI ALL L LCO JTM[iRR SHALL Ik RESPONSIBLE FRM1 ALL BUILDING LR \4 TME,+i IN SPERIONS TINSP AU,WpCTUIRERSWAM1MVTI MQ3LlALLIEINSRTCTEDTOVERIFY ALLWOM1R RMRVIO [RNDITIRNSI TSpp SRE INCLUDING• FUIUING FU SITE CLEARANCES FOR DEFFER, RF EQUIPMENT SATO MATENPL: AND RIMER I ILUISCREPANCIES WITH A N INICT RM1IOR TO THE COIMfNCE,M.ENT RM1 pNETHUATION OF WORE RRUGH ELECTRIC RWIAYINO AND HMC PRIOR TO INSULATING AND 91EFT='t IG )N[ IH.\LL SEN F(TI{TCtlO FRIOM1TO RECEIVING FINAL Y{YMFM PROM RE\9(IO W .7 O v Tr r Q � W ? rn O z O E_ CD 0. ELE IF 4 U00 �I z O� F- w xF � €w3 U < O IR WIR .i M f{ F K U DMnT MHl Ms SCALE w• -l4 IOD# we 04,2nll USE r Nl MRER A-9 0) 21 IML MULE r 1S4<14 �• M DCF ML R¢Ce ''2 1 NNF., MR Mi oc IS WAR,, ..I,.IN. '- �I� FI..FNS CJ 416 "VC DID BEAT C1 Ill Ill — — HIT FH R ARA E•�L©E•�L...1� a W.�nM .IAL SURE LF Ho 3 4 NM1 \/1-3/1 ML w' III J AMEL PLATE 11 ♦ m(43 [STEP IUTE Ell, KAM TIHcfIXmlElnwc FIT PSI AT RFA,A L's CSM oc 41 T� r r Iu pl .FEE IiJ.rJl 131 1 j1NICTS `_ l _ I1 - - illi III L i. II1114x14 1F1 Ie{hW MLf ` .'in3w V... -I AS 6rITM A1v« I 3WAR BEALP ) nn RE Wil F -En c1MFA (2) ERR ACLL A,. TE HINN SILL SEAL r Ic U'AU MAIN I TO COLUMN STELIIMIF Drvc sw Se EAT Wil X12 CONIC F76 ff"AS, 'x1PUNC TO 49 NC FTG Af X12 CARS FIC f"%5 C.LC .'>. "ET COLIC F70 All All .NFIG LLYdvIP f/NC .n"x1RXGr PU f4) #5 EMAR EACHVAY pi X3 RfRAF GOIWA (4) #5 M1LARfACIWAY PME PERMErvCH A'AT (7) #5 REPA EACH WAY pl1SPER ETA EACH Wl /1XS KE3APEACH All 111-Y Aq4 TACH WAY LEIF 41 ROAR E,C RAGV b'itl'UNC TO W.5P IR SECTION E -E SCALE: 1/4" = 1' FELT Ell —7 •i,l 1 I/JilI IIS • 1�1 I Ill I l Ill III I I I II (I II ll LED IIIATAIIHOUTHAW 114 3 11 II I 1 I �I 1� • x',N11 '1,1!11 �1 II, II 11111 \(I �� a,. F LDI R. -TFW t4il F4 1 1 11 ITS 114 HATT 11 MEASEEILIMELY SR Am IT HITIll A.,,. II �11•I E, GET C 14 III l' w�1L TYPICAL WINDOW OPENING (LEES THAN 4'-rYA'-Y' pENMGI :IJill l "'Ell T111 sure vn°rMnKrECHr[PMIry - YAy,.u_ 11 ," ILP PLUMBING SCHEMATIC GL AN I Ill ENING 1LEE5TX VI 1' IXR4" OPENING) SAM N.T.S. TYPIUI_ MNLTIPLE OPENINGS RIMES NM1IXFM'OPENING) CAF WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL c 0,\1 AS PER TABLE 1114, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) AM ANDMMNE.EMIErSAME OFI FASTNILLi SCHEDULE MITTETRWUVUNING PR ML MNEIIN WN. STRUCTURAL YN ILWRXAMINIMUM THICKNESSES OF 7116- AND /Sf` ANUkGdEMUM PANELNGS OP.FEETHMEII\EROWIFUFNOPFN INGERTOSEMOTECTION INME-AN.DRIGANYTANE16E144" TS.MSDELL CONST RUCTION ODE) THIS SUBS T XAMWME MON.EP (REFERTA SEC9.NGS M t 1, AVE DESIGN5 AN. PREG IfM11.F NAS FESLMAL CWSTRELSIM CME] TTS SI EA A R A DY TO U E FM M READ WIND W ALL OPENINGS MV4 XAM USTBE-ARKED M MAT OREGRUMESPENING WHEAL AIRIWIE .W.PANELS MOST.ENPALY SHAN.REMY➢TSE.TANYNEW WIN..WSAN..UM55H1lIIERS MUST BE MARKED MR WH ATOPENING KIST. [.MER, Z or 06 HMNYARE MSFT ACOMMIIY SXIlIIFVS FM INSTALLATION f N•• NTfR TO PRIME AND PAINT ALL MN FDIC i. N.\INTAIN CONTRACTOR NOS ARCHITECT ANY DISCREPANCIES 3EEll THE DRAWINGS THERPECHCATON, AEUTHENCLU CONDITIONS AND SHALL Ill CLARIFICATION MMENCING"K. C0`rtR<TN fXAL VEVEY wLL GENkR{L UNTIUROR "RMN iTE MkkTNG WITH«PIMP FOR APPkNV OF DID 4 .ASXALL.E RLSPOi FOR ALL DURING DEPARTMENT R SRCTINI AIA`:VgCTVAFKS WAM1NANNAW M{UMIfISPfCTLUT.VERIFY ALLU'GM1I. ONEN51.N5T000NIT IONEAT Oil SEE INCLIOIN(JIILLUVIS AND SITE CLEARANCES FC ADEL11 EM1Y«EQUIPMENT AN. MATERIALS AN. REAIERYALUISCREIANCIE, WITH ARCIIIll YRIM TO THE COMMENCEMENT OR C.MINUATLN.F4'nM1R - VWMIIVO ANO HVAC PRIOR TO INSULATING AVE S IILLTROCYIN4 - VRRII[C•I 0 1 RICO TO RECEIVING Ell PAYMENT FROM 41 RIYISIUNS r W R 5 m G O r+• b y O �z � i= Q c� aw U EMS LEE All EYE Z H� If u c� z" x O CHEETAIS ME SEE ED 3U E�: v� 0 wN IV hMl F U .MUM pH M1C. SCALE bV'•1'." HRX Iw. M,: G SIDE NL M31 TI r I( I ij I i, I I II III 1 'Ili IIF Il dill IIT \ I �� l �IIII�I-tI,II /1j1 I ilJ it �I 1 l i l / 111 i II 1I1'\�I III' 11 1'II I„ 11 '1 11 I i l j l � lit I'I 111 '1, II l i lilll , II I�' " I ,I I )I i I 111' A-10 NYS ENERGY COMPLIANCE NOTES REScheek Software Version 4.5.0 ON ov Compliance Certificate P"ea i.wBia,: Suffolk con" t;f flim vwk C■rummmal.w Type: SiwilL-%n lhF r,.j.ce Ty'c HAND C WNSrUE66M Can30himind onaP ABaa: a fr2 CU"ABe 15% cimEbe z. Bf IINNI Daae: Catua siftim Sift: OwneLr{ geM D157rYCiiG7flfiaMNF: U'KFE MUSE Nwk SDfaYa14 AI"w4BR r.0.DONE 333 tkwci'LDOIBe. my 113135 d1-734-4105 PBIkIM'JBIIPfI` PBS -wlhplDl31e 26-s%so1 v Y codaP DI&MM ER. LW a" MOIe UA: 746 7W NobY wT Then So"bul- R1% - kae TPDrfwgff.fw lYDBPnAri. VBIB��Rwif YniRaR"I+IDc YNta YTP PBwiM wAOiFeY i IYOFBO+wf r�O/Oi�LPDY aPRPiiRFen9faVlRwM1a. EnveloDer Assemblies F6ar1:Alwo jwiwr.w¢oA 1h3crRiiaT.ol -,;PR 3JM FOUNDATION 0.0 0A33 CRAWL SPACE WON 1: Wed Frame, 11C a,c 2,373 WINDOWS AND DOOTS. THE FLOOR OVER A VENTED CRAW LSPACE CONSTRUCTION. IF APPLICABLE, MUST BE 0,0 0.010 INSULATED TO THE SAME R -VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, vIrm"low 1: y551ad FeSTOCA)MUbbe rano DTah Ls E 172 WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS 0310 1). INSULATE HEADER UNCONDITIONED BASEMENTS VhF iWW 2: W01111 FPa ANWkk: Pane Wkh La E 40 2). SEAL DRYWALLTO THE ROUGH OPENING USING ADHESIVE I). INSULATE THE FLOOR ABOVE THE BASEMENT REFER TO PLANS FOR REQUIRED R -VALUE. 0220 3) SEAL BETWEEN WINDOW/DOOR IAMB AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. D3 1: Sa4d 42 BEAD OF LOW -EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK FIBERGIASS 3) INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. also ALONE IS NOT ADEQUATE 4) SEAL DUCTS IN BASEMENT DDar 2: Din 231 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR. 0310 WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE Vh& 2: Wo Feame, lC a1:. 2x7010 1). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING BASEMENT DOOR 0.10 0.000 2). DO NOT USE HIGH -EXPANSION FOAM IT MAY CAUSE BOWING OW OPENING FRAME Wkwolaw 3: Mfad FminmeMmu le ftm with LaDrE 205 AND VOID THE WARRANTY. ESATJIN4: 0330 PLUMBING AIRD ELECTRIC& SEALING BAND JOISTS DURING CONSTRUCTION, MI HIMm" FPaBmmCDoN !lie Pane wdh IRS 11 1) CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING 0290 SEALING PENETRATIONS 2) APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUB FLOOR OVER Dar 3: O&D 04 ALL ENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3) CAULK SILL PUTE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE 0310 BE SEALED, 4) CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE C 11: Cr A Ceirms 397 RECESSED LIGHTS SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD) a,0 0-434 RECESSED LIGHTS IN INSULATED CEIUNGS MUST BE "TED FOR INSULATION S INSERT RIGID FOAM BLOCKS ON INSIDE OF BATES IN FLOOR JOISTS. ALONG Cah"2:flat Cn1k%yaRStim=wTn 2IM CONTACT LID" RATED). AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1 3 EXTERIOR PERIMETER. AND FLUSH WITH SILL PLATE. WIPP 0.035 INCLUDE GASKETS ON THE TRIM RINGS OK OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS THE AIRTIGHTNESS STANDARD OF2 OCFM,(ASTM E 233) UNITS WITH A LABEL THAT REFERENCES THIS IST. FLOOR DECK ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO I) FULL INSULATE JOIST CAVITIES BE SAT15FIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS 2) INSULATION TO BE SUPPORTED WITH WIRE RODS. SERVICE WATER HEATING EXTERIOR OPENING HEADERS IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL 15 THINNER THAN WALL CAVITY MUST IE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT UDDER ILOCKING FOR INTERIOR PARTITION WALE HUT LOSS. GENERALLY, 1/2' OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN I" 1) PROVIDE HORIZONTAL BLOCKING AT 43" O C AND AS NEEDED FOR NAILER9. IN DIAMETER CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS 2) FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING 3) PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM, TU16HOWER UNITS ON EXTERIOR WALLS: 4) TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT THIS INCLUDES INSULATION AND VAPOR RETARDER AS WELL CAVITY SEALING ON EXTERIOR WALL. SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS, SEATING VENTILATION AND AIR .CONDITIONING (HVAC EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING HEAT LOSS CALCULATIONS AND SYSTEM SIZING. U SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUIFLOOR. HEAT LOSS CALCULATIONS MUST I E DON E IN ACCORDANCE TO ECC CNY$$O33I. 21. SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING 3) SEAL SUISTOOK JOISTS WITH ADHESIVE EFFICIENCIES HVAC SYSTEM EF4). SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING THE FICIENCCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN THE MINIMUM BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE ECCCNYS 503 2 NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: I) IF LIVING SPACE ABOVE, SEAL ALL SUI FLOOR PEN ETMTIONS ABOVE GARAGE HVAC CONTROLS CEILING WITH ADHESIVE CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS513 3 2 AND 503.3.5. TEMPERATURE 2) SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM CONTROLS MUST INCLUDE THE CAPACITY TO I E SET TO 55 DEGREES OR LOWER PIPE AND DUCTS (FOR HEATING) AND/OR 15 DEGREES (FOR COOLING) THERMOSTATS USED TO CONTROL THROUGH ROCKING 3). SEAL ALL BOTH HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT Q PROVIDE I INTERIOR EXTERIOR O THOROUGHLY LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER P OR SYSTEM A POTIR ENTIAL PROBLEMS ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS THE L SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE DROPPED SOFFIT ON INTERIOR WALL, HUMIDITY HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD. DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT TEMPERATURE TOP PLATES ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN VENTILATION IS NOT REQUIRED WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL: GRAVITY DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST I E CLOSED 11. SEAL ALL PEN URATIONS THROUGH THE AIR BARRIER 2) HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE DUCTS AND PIPES FRAMING INTERIOR SOFFITS OR CHASES DUCT AND PIPE INSULATHESUTILITY TLON 15 REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN 3) SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 50333. FLEX DUCT MUST HAVE R -VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102 5 31 KNEE WALL SUPPORTING ROOF DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWILSPACES 1) SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALL$ TO MUST BE INSULATED. WHENEVER POSSIRE. MECHANICALS ARE TO I E LOCATED INSIDE PREVENT WIND WASHING THE INSULATED ENVELOPE OF THE HOUSE. 2) IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION BE 14 RIG] D INSULATION BETWEEN DUCT AN D EXTERIOR SHEATHING 3) PROVIDE BLOCKING BETWEEN"FTEK5 AND FLOOR JOISTS ABOVE EXTERIOR IN15 ATE DUCT SEALING DUCT SEALING 15 REQUIRED ON ALL LOW PRESSURE DUCTWORK (ECCCNYS 50334) ALL FULL LOFT PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) NOT ROUNDED OR SCALLOPED AT EDGES. MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC TAPES MEETING UL IIIA MAY BE USED FOR RIGID FIBER DUCTS TAPES MEETING FILL THE CAVITY. UL 1311 MAY BE USED FOR FLEX DUCTS, DUCT TME IS NOT ALLOWED FOR DUCT INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, RATES SHEATHING SEALING AND DRYWALL IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL OR SUFLOOU AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. WRITTEN MATERIALS WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST IE LEFT CUT AROUND OBSTACLES WITH ALL HVAC AND WATER HEATING EQUIPMENT(ECCCNYS 102.3) A LAPEL REFERENCE INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES: CUT AROUND TO SUCH MATERIAL IS ALSO ACCEPTABLE. ELECTRICAL BOXES, URGER PIPES AND OTHER OBSTACLES, AND SPLIT OVER CROSS BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FIT REDUCED MOISTURE: EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS G C. TO CONFIRM THAT DOCUMENTATION OF R VALUES: THE FAN ACTUALLY WORKS, USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT FACED OR UNFACED FIBERGUSS BATTS, AND RIGID FOAM INSULATION MUST BE AS POSSIBLE KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY INSTALLED 50 THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. IF THERE 15 A GAS RANGE ACCESS OPEN INGS VENTILATION ATTIC HATCHES, SCUTTLES, NLDOWN STAIRS, etc MUST BE INSULATED TO THE MECHANICAL VENTILATION TO IE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND SAME R-VALU E AS THE SURROUNDING AREA THE REQUIREMENTS CONTAIN ED IN NYS CODES FOR DETERMIN ING MECHANICAL VENTILATION RATES CATHEDRAL CEILINGS, KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM 1), PROVIDE V CHANW' NEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING INTERMITTENT OF 25 CFM CONTINUOUS AN D BATHROOM EXHAUST FANS SHALL 111,1111,11, LEA RE rOyET2) PROVIDE BLOCKING I ETWEEN RAFTERS OVER WALL PLATE. '11111 REScheek Software Version 4.5.0 ON ov Compliance Certificate P"ea i.wBia,: Suffolk con" t;f flim vwk C■rummmal.w Type: SiwilL-%n lhF r,.j.ce Ty'c HAND C WNSrUE66M Can30himind onaP ABaa: a fr2 CU"ABe 15% cimEbe z. Bf IINNI Daae: Catua siftim Sift: OwneLr{ geM D157rYCiiG7flfiaMNF: U'KFE MUSE Nwk SDfaYa14 AI"w4BR r.0.DONE 333 tkwci'LDOIBe. my 113135 d1-734-4105 PBIkIM'JBIIPfI` PBS -wlhplDl31e 26-s%so1 v Y codaP DI&MM ER. LW a" MOIe UA: 746 7W NobY wT Then So"bul- R1% - kae TPDrfwgff.fw lYDBPnAri. VBIB��Rwif YniRaR"I+IDc YNta YTP PBwiM wAOiFeY i IYOFBO+wf r�O/Oi�LPDY aPRPiiRFen9faVlRwM1a. EnveloDer Assemblies F6ar1:Alwo jwiwr.w¢oA 1h3crRiiaT.ol -,;PR 3JM 30AN 0.0 0A33 ISO WON 1: Wed Frame, 11C a,c 2,373 Me 0,0 0.010 li3 vIrm"low 1: y551ad FeSTOCA)MUbbe rano DTah Ls E 172 0310 53 VhF iWW 2: W01111 FPa ANWkk: Pane Wkh La E 40 0220 12 D3 1: Sa4d 42 also 12 DDar 2: Din 231 0310 72 Vh& 2: Wo Feame, lC a1:. 2x7010 11.0 0.10 0.000 144 Wkwolaw 3: Mfad FminmeMmu le ftm with LaDrE 205 0330 64 MI HIMm" FPaBmmCDoN !lie Pane wdh IRS 11 0290 3 Dar 3: O&D 04 0310 29 C 11: Cr A Ceirms 397 39-0 a,0 0-434 13 Cah"2:flat Cn1k%yaRStim=wTn 2IM 30,0 WIPP 0.035 13 rmiffa TPde: Data Remrow: C1 i"ns 3{'*MA0OaunlR1b;NAEiP.hlI_mk Rlepart dam: OVI V1 Fade I of 2Ma t" 77 �L, c .,h29 R M T ft � O�NE� ANNEAR • NEPAL ANPPAINT ALL DOS NFRED 76 IVDlT11N CONTRACTOR SHALLNMf1 ARCHITECT 4ANY UIKAITAN[IESPfiWEfIJTHE PM1TVINGS THE PEOPLE AtIfAS AND THE FIELCCONDITIONS AND SHALL FENEST MRIFIUTIRIiEFONECPMMENCIN4WORK CONTRACTOR SHALL VLRIP'ALL =LEE IITMCTOR TO COORDINATE MLRING WIM(NLNEYS FOR AITRfVALOF ALL 4[N[ML<fNTWCTfR SHALLPE RE5PPN9RF FOR ALL FUIUUIO DEPMTIAEP T INWC71SNt MANUFARHkOA WARRANTY AND TALL PCIVSFYCTfU TO VEPJrY ALL 0SPEVDIMENSIONSADC)WITIONS rvT ION SHE IISLVPING 4UILUN6 µP SITECLEAMNCET FOR BE LIVERY fF EQUI PMENT AND MATERIALS PHI READY ALL INEOPRWOES \NTH ADD RPRIOR 10 THE CfMAIENCPAENT OR CfMINUATIOIUF WORY ICITIC PU RING ANCH\PSRI OR TO NEULATING AND SHEETRIXRING I AfID SHALL SSCURE THE C(PPRIOR TO RECEIVING FINAL PN,UfNT Dom OWNERS W 7 a O x x � Q � W V Fn O J O �i C z N U ti > �y G JI ELF W ELL 'F. NO TBV„ x w H AU�� JJ FSI _z O" IIF NJ FSI `1 IF Ad U L 7 IV SO SO PrW 4 N H � 3 EF U Y B: t F PRAR9 YEN M1ES SECT 114'=1'-P` JOB 4 HT'04 N15 SHEET NLM1RER A-11 JOIST DETAILS BEEF tell ad G-Ir2 I on. or 16 Am mouper IW 13"I h•a zl `' wlde pogo a n, •m n•d older Fug;m nedu to Rd w111nL POSPI r•,Mrmnrmum/w ELLE AS he I rulneut FA. i A3 A31 3 3 3 n mk Cul rFfl n33r.rn mrbn Poern. all ,a lenpry•!I T3 I an WzbhNenv; I n,evm 1 v mFnle 19 loAn ll ]/ gier, Floe." dn 1 BEEF tell ad G-Ir2 I on. or 16 Am mouper IW 13"I h•a zl `' wlde pogo a n, •m n•d older Fug;m nedu to Rd w111nL POSPI r•,Mrmnrmum/w ELLE AS he I rulneut FA. i A3 A31 3 3 3 n mk Cul rFfl n33r.rn mrbn Poern. BEAM and COLUMN DETAILS I nar.mr maan.nw time lenpry•!I , as m Lad WzbhNenv; I n,evm 1 v mFnle • loAn ll ]/ gier, Floe." dn lu`FIrcFJ 20 door Ill [and, Nming"neL,P 1I41 It El Or` elmwily • ;II Rlnrv•e nrohnida r N Ynme,ry N'Yet Eriel good AIInFLt T`l By Ejrl' „r,F•mrthenl:^lore mmmmmmmmmmmmmmmmmmmmm/ or 312 TJpn,rnfacluen. 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BEAM and COLUMN DETAILS CONNECTION OF MULTIPLE PIECES OF PEAKINGAT COLUMN MR LOAREW DEALER (1) d1TWtith Pres; IAlmmur •l i mv> IUi f3' r a➢P, nv : n C' •. vlTPnallamp5Ln MlnlwmuLLrno;Va13Sn1]P"I m'Ln hae6tnnd LSI 14'•1 lv 14 aM 41 peame cappared ana aeai°^ oe,Int 124 IS 1N": or lPhol lo TEythe V e1 See, Imre [t trona u•rm'roErrvn ,rear Mr bila. ryA'bp p3R'rt dayerza Fron e pollefthoulonde,hurr, LS v"mrlmarklx/ym Ykzaqu/pryrnnf Lf x m"eve, . a inmr ReM RnOvr FASTENING N FLOOR PANELS e a' IenDF •f l._.WI I nar.mr maan.nw time at Platt I ill �DOWHEADER CONNECTION �k It Floe." dn eeel3An Ill [and, w;b rmit ,M1nn l3'Iwr{ 1 SR's I 113J 3mrvw, V Ir]' : l or LP 'Peand N upnm wdhF3.l or A ��Fed=moior T`l By LL: vmm Iodine mmmmmmmmmmmmmmmmmmmmm/ or 312 TJpn,rnfacluen. Sheldon' *1 i�he` Thai Teophintholla ic liguirrearrial Il WpmmJwmrm7L3rJmehN�J4 Ouil - Stt `Irhe to Error .....a -,..,..r CONNECTION OF MULTIPLE PIECES OF PEAKINGAT COLUMN MR LOAREW DEALER (1) d1TWtith Pres; IAlmmur •l i mv> IUi f3' r a➢P, nv : n C' •. vlTPnallamp5Ln MlnlwmuLLrno;Va13Sn1]P"I m'Ln hae6tnnd LSI 14'•1 lv 14 aM 41 peame cappared ana aeai°^ oe,Int 124 IS 1N": or lPhol lo TEythe V e1 See, Imre [t trona u•rm'roErrvn ,rear Mr bila. ryA'bp p3R'rt dayerza Fron e pollefthoulonde,hurr, LS v"mrlmarklx/ym Ykzaqu/pryrnnf Lf x m"eve, . a inmr ReM RnOvr FASTENING N FLOOR PANELS e a' IenDF •f l._.WI I nar.mr maan.nw time at Platt I ill �arvnme{• red Er kRnY �k "He Floe." dn eeel3An Ill [and, w;b rmit ,M1nn l3'Iwr{ 1 SR's I 113J 3mrvw, V Ir]' : l or LP 'Peand N upnm wdhF3.l or A ��Fed=moior mm�mtrem. LL: vmm Iodine mmmmmmmmmmmmmmmmmmmmm/ or 312 TJpn,rnfacluen. but Ila] i�he` a ElL�mmmm ic In di Tod 13^1 Il WpmmJwmrm7L3rJmehN�J4 Ouil - Stt `Irhe to Error .....a -,..,..r iilertFln .r joerr m n ®mmmmmmmmmmmmmmmmmmmm •n Itrur ERdx/Ia11 ng nrVe,ide red• mm.t4 idArt all panelre xryl"je v al mmmmmm 3 4'ee PL Je4/Fllmv .one/ GmO: m w/'/arra/„ rlaca,tr. r.:Ymn/,wr Trial I nar.mr maan.nw time F,nf me ,,a do Tenth..:ear RE" ¢l V;e plably pel �k "He iry It74 eeel3An Ill [and, w;b rmit ,M1nn l3'Iwr{ BEAM ON COLUMN COLUMN BASE WE CAP RT al t /Ja pot,owth3 High old, ur pipe Y/ rTod 13') �k 21:J. r•mm Rnnl.atfi An"ir (] V2TvcE LET at ill 1 SR's I 113J 3mrvw, V Ir]' : r ll"Ar N upnm wdhF3.l or A ��Fed=moior mm�mtrem. BEAM ON COLUMN COLUMN BASE WE CAP RT al lP"LIA pard T, High old, ur pipe ypbAXr OL Prouppere, Ad �k 21:J. BEAM ON COLUMN COLUMN BASE WE CAP RT al T, Cl�w on Conty Spacing IT. reltran youled l ypbAXr OL Prouppere, Ad �k 21:J. Tail 21 An"ir (] V2TvcE LET at 3 Wh eanery^�m.rnm`al�nN : mmmmmmmUKMMMmmmm Lmar •r.: Eer1FARE z�aieode mnc lmtmmu. Z 9up ��Fed=moior sa 4/3-I/l'i bur Iodine mmmmmmmmmmmmmmmmmmmmm/ or 312 TJpn,rnfacluen. o� Ila] i�he` a ElL�mmmm ic r Nae Il WpmmJwmrm7L3rJmehN�J4 Ouil - Stt `Irhe to Error .....a -,..,..r iilertFln .r joerr aammmmmmmmmmmmmmmmmmmmm ®mmmmmmmmmmmmmmmmmmmm mmmmmmm III made 1. 1 Poor Joe I I., III a Art rtior Ne I rel �othALLI l auhear enre"..="e Irrinimnmr�onn=n Tom late ART 13M or let 11 1 FILLER •N BACKER ILKK SIZES INM A'Lor PER. 11 ATION ^Agree For PrournmerRSem afay. rner IJAILEM to Al"ingummul lilt III ".I in' junmentle mr, it End Ali, pop Full, Too 07, eakni I I End hPir n,in.. AT poll m E•m, .va 1 a.� II IIeo.InE I1 p u uat attnM'�all Bit 4' 1: TP, will AR.611.111y"u'relt Tin Word ollidmi 25he 1. 31, l•Iigaid,theni Tail 21 An"ir (] V2TvcE LET at 3 Wh eanery^�m.rnm`al�nN rziliz^i mmmmmmmUKMMMmmmm Lmar •r.: Eer1FARE z�aieode mnc lmtmmu. Z 9up ��Fed=moior sa 4/3-I/l'i bur Iodine mmmmmmmmmmmmmmmmmmmmm/ or 312 TJpn,rnfacluen. o� Ila] i�he` a ElL�mmmm 5 Ed r Nae Il WpmmJwmrm7L3rJmehN�J4 Ouil - Stt `Irhe to Error .....a -,..,..r iilertFln .r joerr aammmmmmmmmmmmmmmmmmmmm ®mmmmmmmmmmmmmmmmmmmm mmmmmmm nrVe,ide mor ®mmmmmmmmmmmmmmmmmmmm al mmmmmm mmmmm Mh,lk: All/ mmmmmm ROUND HOLE CHART ac] La hae 5 an n Rml�m Arm mmmmm 1. lnEronvell ®mmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmm ,..n.X,e.. ®mmmmmmmmmmmmmmmmmmmm .,a=.LIIt. manta. a®mmmmmm_m_m__mm_mmmmmm_m_m_m_m_ HP) mmmmmmmmmmmmmmmmmmmmm INM A'Lor PER. 11 ATION ^Agree For PrournmerRSem afay. rner IJAILEM to Al"ingummul lilt III ".I in' junmentle mr, it End Ali, pop Full, Too 07, eakni I I End hPir n,in.. AT poll m E•m, .va 1 a.� II IIeo.InE I1 p u uat attnM'�all Bit 4' 1: TP, will AR.611.111y"u'relt Tin Word ollidmi ALL whippriderriner 1. Ham/, d E l•Iigaid,theni Tail 21 An"ir (] V2TvcE LET at 3 Wh eanery^�m.rnm`al�nN rziliz^i mmmmmmmUKMMMmmmm Lmar •r.: Eer1FARE z�aieode mnc lmtmmu. Z 9up •M rt1N6, I• mare. sa 4/3-I/l'i bur Iodine mmmmmmmmmmmmmmmmmmmmm/ or 312 TJpn,rnfacluen. o� Ila] EXTERIOR RECS.ATTACH�HEMENT NO LOAD ISALKING)EVAILL Struxmothullore All Althr ALL whippriderriner 1. Ham/, d E l•Iigaid,theni Tail 21 An"ir (] V2TvcE LET at 3 Wh eanery^�m.rnm`al�nN rziliz^i mmmmmmmUKMMMmmmm Lmar •r.: Eer1FARE z�aieode mnc lmtmmu. Z 9up •M rt1N6, I• mare. sa 4/3-I/l'i bur Iodine mmmmmmmmmmmmmmmmmmmmm/ or 312 TJpn,rnfacluen. Ideal Ila] i�he` a ElL�mmmm 5 Ed r Nae Il WpmmJwmrm7L3rJmehN�J4 Ouil - Stt `Irhe to Error .....a -,..,..r iilertFln .r joerr aammmmmmmmmmmmmmmmmmmmm South E..r plrammt Roe tn.wn ammo LEI n al•cY ntra �e off n Then It FEE mulypith IWEKMMIATENEMNG NO LOAD ISALKING)EVAILL ANGVE All Althr ALL whippriderriner 1. wuhMnneetmm l•Iigaid,theni en1 An"ir (] V2TvcE LET at 3 Wh .uF .o,nn rziliz^i .nelmodunm WFa STIFFENERATIACHMENT Shimmuntereellered w.4 to belong ALL whippriderriner n n XI wuhMnneetmm l•Iigaid,theni en1 An"ir (] V2TvcE LET at 3 1e4rEIVAe.uh .uF .o,nn rziliz^i mmmmmmmUKMMMmmmm Lmar •r.: Eer1FARE ®mmmmmmmmmmmmmmmmmmmm' Z 9up of sa 4/3-I/l'i bur uIrlyn mmmmmmmmmmmmmmmmmmmmm/ or 312 TJpn,rnfacluen. Ideal Ila] i�he` a ElL�mmmm W.n.,neneream r Nae U Stt `Irhe trr.md iilertFln .r aei'ohe aammmmmmmmmmmmmmmmmmmmm ®mmmmmmmmmmmmmmmmmmmm mmmmmmm nrVe,ide ®mmmmmmmmmmmmmmmmmmmm al mmmmmm mmmmm Mh,lk: All/ mmmmmm ROUND HOLE CHART ac] La hae 5 an n �nNE/,mleed, Loop tion `u n:M1 mmum �� ,RrH.e t., m CSn Ell M1rniJeml,d aM1 Not broader 2, .u•N W4ur Lal �I•IY Ta• ph e3 onl mE ew, pertma nYrlM nr rM /alwn. •rte •r mw.eM O q three bacry nnw+r Dnun ltmunVk yI mrellN nALARREJ This sheet is Intended as a supplement to the Trus JapIst Framer's ticket Guider which shoulaIl IN referenced for ad3iitional information. do Sfirdini WFa STIFFENERATIACHMENT Shimmuntereellered 12P Gap n n XI the I'1 a1m^ /emu en1 2 516 m 3 vt7= EG rziliz^i mmmmmmmUKMMMmmmm hun ®mmmmmmmmmmmmmmmmmmmm' Z 9up F sa 4/3-I/l'i bur uIrlyn mmmmmmmmmmmmmmmmmmmmm/ or 312 TJpn,rnfacluen. Ideal Ila] it a ElL�mmmm W.n.,neneream mmmmmmm U Stt `Irhe trr.md aei'ohe aammmmmmmmmmmmmmmmmmmmm ®mmmmmmmmmmmmmmmmmmmm mmmmmmm Lal �I•IY Ta• ph e3 onl mE ew, pertma nYrlM nr rM /alwn. •rte •r mw.eM O q three bacry nnw+r Dnun ltmunVk yI mrellN nALARREJ This sheet is Intended as a supplement to the Trus JapIst Framer's ticket Guider which shoulaIl IN referenced for ad3iitional information. do Sfirdini ILL 112 Shimmuntereellered 12P —J the or 2 516 me mmmmmmmmmmmmmmmmmmm up In 13 nd- 1N E arouther \LLOWAiLE HOLES - TJI Joistsunit ilemor mor I it mr, or I now IR 1a 'able A - EM Support mmmmmmmmmmmmmmOmmmmm�� F Am Shimmuntereellered ®mmmmm®mmmmmmmm�®mm��m ®®118111 the or a me mmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmm EG ALLOWABLE HOLES - Beams and Headersrommoldure mmmmmmmUKMMMmmmm ®mmmmmmmmmmmmmmmmmmmm' Z 9up th sa ®mmmmm_m_m_m_m_m_mmmmmm_m_m_m_m_ PAR rul a®mmmmmmmm_m_m_mmmmmmmm_m_m_ mmmmmmmmmmmmmmmmmmmmm/ C. 15 it a ElL�mmmm ®mmmmmmmmmmmmmmmmmmmm mmmmmmm m mmm aammmmmmmmmmmmmmmmmmmmm ®mmmmmmmmmmmmmmmmmmmm mmmmmmm ®mmmmmmmmmmmmmmmmmmmm ®mmmmmmmmmmmmmmmmmmmm mmmmmm mmmmm ®mmmmmmmmmmmmmmmmmmmm 111" plauldhol mmmmmm ROUND HOLE CHART mmmmm ®mmmmmmmmmmmmmmmmmmmm mmmmm 1. lnEronvell ®mmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmm ,..n.X,e.. ®mmmmmmmmmmmmmmmmmmmm .,a=.LIIt. manta. a®mmmmmm_m_m__mm_mmmmmm_m_m_m_m_ mmmmmmmmmmmmmmmmmmmmm ®mmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmm mmmmmmm mmmmmm mmmmmmmmmmmmmmmmmmmmm ®mmmmmmmmmmmmmmmmmmmm ®mmmmmmmmmmmmmmmmmmmm ®®mmmmmmmmmmmmmmmmmmmm ®mmmmmmmmmmmmmmmmmmmm ®mmmmmmmmmmmmmmmmmmmm ®mmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmm 'mmmmmmmmmmmmmmmmmmmmm a®mmmmmmmm_m_m_mmmmmmmmm_m_ ®®®mm�aemaammmmmammvma �i��mmm mmmmmmmmmmmmmmOmmmmm�� F Am Shimmuntereellered ®mmmmm®mmmmmmmm�®mm��m 14 C the or a me mmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmm EG ALLOWABLE HOLES - Beams and Headersrommoldure mmmmmmamaalmm®anmmmm ®mmmmmmmmmmmmmmmmmmmm' Z 9up th sa mmmmmmmmmm_m_mmmmmmmm_mm_ PAR rul a®mmmmmmmm_m_m_mmmmmmmm_m_m_ mmmmmmmmmmmmmmmmmmmmm/ C. 15 it a IS ®mmmmmmmmmmmmmmmmmmmm mmmmmmm ®mmmmmmPva mmmmmmm aammmmmmmmmmmmmmmmmmmmm mmmmmmm ®mmmmmmmmmmmmmmmmmmmm mmmmmm Interinegfiater Or Canniever support Ma®mm F Am Shimmuntereellered ®mmmmm®mmmmmmmm�®mm��m 14 C the or a me mmmmmmmmmmmmmmmmmmm EG ALLOWABLE HOLES - Beams and Headersrommoldure mmmmmmamaalmm®anmmmm ®mmmmmmmmmmmmmmmmmmmm' Z 9up th sa mmmmmmmmmm_m_mmmmmmmm_mm_ PAR rul em mmmmmmmmmmmmmmmmmmmmm/ C. 15 it a IS ®mmmmmmmmmmmmmmmmmmmm mmmmmmm mmmmmmm aammmmmmmmmmmmmmmmmmmmm ma1'ammmmmmmmmmmmmmmmmmm mmmmmm mmmmm 111" plauldhol mmmmmm ROUND HOLE CHART mmmmm ®mmmmm mmmmm 1. lnEronvell ®mmmmmmmmmmmmmmmmmmmm num Ith ,..n.X,e.. ®mmmmmmmmmmmmmmmmmmmm .,a=.LIIt. manta. mmmmmmmmmmmmmmmmmmmmm ®mmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmm ®®mmmmmmmmmmmmmmmmmmmm ®mmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmm ®mmmmmmmmmmmmmmmmmmmm Ma®mm F Am Shimmuntereellered anmmE® 14 C the or a me mmmmmmmmmmmmmmmmmmm EG ALLOWABLE HOLES - Beams and Headersrommoldure mmmmmmamaalmm®anmmmm µtt Z 9up th sa mmmmmmmmmm_m_mmmmmmmm_mm_ PAR rul em C. 15 it a IS ® mmmmmmm mmmmmmm too CormlPe-hurno --- OIL, thrump mure 11.1 no Internet nu idea F Am Shimmuntereellered per li 14 C the or a me 1. EG ALLOWABLE HOLES - Beams and Headersrommoldure µtt Z 9up th sa let r PAR rul em C. 15 it a IS 111" plauldhol 13 pon ROUND HOLE CHART 1. lnEronvell num Ith ,..n.X,e.. ,looll.renummul For .,a=.LIIt. manta. BE" AIRTALICHMI REARING our It appre any. inel, Ali mo plato WARNING JSPLIT am ar.anlnnallY n a•�,/ra crow.., NNKa/ll wallavµm e"r //•vw .. .In , u NNK rock Yu/AN/p mhnalr Nm ' '• • vn,AnrhwMm Trate mry Y,YN nez Ywmrw wa/4 /WVRYM.aY R£IU[S NK y lap w..rwm wPr.nraranna Rutlnl e.ntlrvm.,rFor ,am, macaw a•nRennu rn.,mn .nnFt�♦ wg Nllellmd arc N.ervrmal enY Hll Ye or mY 1 CAS e to mor .mean.. hen, S E a tom,_. r. Ei .1 vm,ea.n..un, nthe n r. u.theme ..n m.0 nn .....,tri N wn III the nr.a,aau I .It,, r=v arl I'm hour .nn ora.n tan a. rM.. earlier, Ill' uran .n ..r ra..-rh.r... h ..n- ..a rn.n.n... non r.,...ur..u... R'. ge F �NEHF TER TO YRI MkAW PINt ALL NOR ERGES iO MAI YIiM1W ONTMIROR SHALLVOTIIY eRC HITECT4 ANY RIS<REPWCIES iE1N'EEIJ THERMWINGy THE SiECIF IC ITIOVt ANU TXE FIEU CIMaITIONS, ANR SH ALt RFOV Eii<URIFIUTIOV REMYECOMMEN<IN4 WYIRK COttMCTOR SHALL VERB Fl ALL - [ONTYMTOR iOCNRUINATE MEETING 4I:H OWNERS LORAMROCAL Oi LLL 4ENEML ONi%ACTDRSH ALl aF F9NNSIi Lk FON ALL LVILRING RPJRTIAEI:T INSEERIOJt Via CnI REP'S WAM1M NTV,N PHALI i[IFISYCCTER TO VFRIfVALLWGRY�ON: ANU CON RITDNS RICO SITE PCLVRINL iVI UINGAW piE CLEA R,V [R FOR RftI JLRI'OFENRMEni ANR MATE M1I ALS AIO M1EMERV \LL RISCRfpMIC16 LLrTH ARCHIRCi YM1l11 iO THE COMMFNCEM ENT OR CONTIN VATNN Of COORA�MI'LLCTRIC fLV,MINL, AIN IM1'AC YYIGR TO IISVUTIH4 AYU SHEETRO[YING AW SHALL SECVVE iHFMRpRIN TO KECEVNr a Fi IRON OW ER l W U< V -1 per li 14 C the or a me 1. EG ti µtt Z 9up th sa ,�29 hum, PAR rul em C. 15 it a IS l W U< V -1 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING API9AObED JSP AAEFAL COIIIIEC TOPS FOR PROPER WIND MI k GOOD CONST4UC HIGH. FOL_OW I\1ANLI=ACTDII RECOMMENDED VISTA_LATICI! ITIS FUCTIONS TO ACHIEVE MAAIC1UM UPLIFT LOAD CAPACITY El ALL FxF-EF CIRCACALL AT -- F]TNI 'LI__ RE HIT - LE ]CE F' Rx � .3 pn uklF Y'T 'I FAA L IS, V ]TTOS -VF A, I 1 11 1� r - I I I I I 1 -1 4 4\ ER PILGE Tc I' IS Cl NFURM Tr CHIME -ACE -i F ABLE, LF I Fill J017 ART 1 112 H CHER TIT I L LE -DE, PLATE A 1FI M'_�46 1- 4 +W- LIPS ZHIP A M T A'S AT 4 1 1, F r FpIi LL LAC VE IJ ` LNNEC I I -1 _�,F RIFT, A AD TYR -G!C - INDITID A, I'LL T AT AND, J4 -C t'ni� Ei� A EAF--, iT'n 1-1 A' :Og, TALLOWY -HC��P G C ACT TO VTAII bC .fn CHHIINDCDE JED M_-__ OR AT IT TOP- HE OF -ITFE4EG G1ILAflFK �HNJNA ( PARIS BFY�Fr STEEL BT JM YEARI A 'HAS EA PA-TEH 1. ;EAjIPPL T "• hll AIL kJ TEG TG 'TEEL 3F.1.1 I y IAIAMPFRDL'N OF O MODIFY -1 A,SID AND 0,LL FTJD EA A R* CA Elr -FAR 1 15C AT T N ARE' C F LOU" IN AIR M Us L1RFEC LLLCS - A 41 - r _' r I �,Fjr P L� NURIN AM DESCRIPTION IPP- AS STEEL :CLUIN 2 ' < [CFE v -\ Lql£ / \YA 4CFI DEMI A -L OFFININ, RTC TO H',hfl AN LLP I III -'I IT ZRFFL7 _q V HC itn M4 EG11E11 o.11 I CIA 0 i MIN, ALI FE IT- l RE APPL- LAC EI RAFTER CUT EE _LC A, TO EA'� _�EF A, ITC- jEL Pr A MAT DiruL IT 114 1: A, I 1 11 1� r - I I I I I 1 -1 4 4\ ER PILGE Tc I' IS Cl NFURM Tr CHIME -ACE -i F ABLE, LF I Fill J017 ART 1 112 H CHER TIT I L LE -DE, PLATE A 1FI M'_�46 1- 4 +W- LIPS ZHIP A M T A'S AT 4 1 1, F r FpIi LL LAC VE IJ ` LNNEC I I -1 _�,F RIFT, A AD TYR -G!C - INDITID A, I'LL T AT AND, J4 -C t'ni� Ei� A EAF--, iT'n 1-1 A' :Og, TALLOWY -HC��P G C ACT TO VTAII bC .fn CHHIINDCDE JED M_-__ OR AT IT TOP- HE OF -ITFE4EG G1ILAflFK �HNJNA ( PARIS BFY�Fr STEEL BT JM YEARI A 'HAS EA PA-TEH 1. ;EAjIPPL T "• hll AIL kJ TEG TG 'TEEL 3F.1.1 I y IAIAMPFRDL'N OF O MODIFY -1 A,SID AND 0,LL FTJD EA A R* CA Elr -FAR 1 15C AT T N ARE' C F LOU" IN AIR M Us L1RFEC LLLCS - A 41 - r _' r I �,Fjr P L� NURIN AM DESCRIPTION IPP- AS STEEL :CLUIN A, I 1 11 1� r - I I I I I 1 -1 4 4\ ER PILGE Tc I' IS Cl NFURM Tr CHIME -ACE -i F ABLE, LF I Fill J017 ART 1 112 H CHER TIT I L LE -DE, PLATE A 1FI M'_�46 1- 4 +W- LIPS ZHIP A M T A'S AT 4 1 1, F r FpIi LL LAC VE IJ ` LNNEC I I -1 _�,F � TYR -G!C - INDITID A, I'LL T AT AND, J4 -C t'ni� Ei� A EAF--, iT'n 1-1 A' :Og, TALLOWY -HC��P G C ACT TO VTAII bC .fn CHHIINDCDE JED M_-__ -ITFE4EG ( STEEL BT JM YEARI A ACT -AE NEECED TR �Tp, FISCAL BRFCIPH� ED STUCK C A A AC I 1--i TF 4 S PY,l A F IF A 11, A, I 1 11 1� r - I I I I I 1 -1 4 4\ AFAR -FINE AT CCF LG SE _is FYJ r.I DCIF• O IT I� Fji PC' - EPSONRE I E T °L+ -E W'/ SIG WHM E „_ A� CRT NI'2WII II_i J FAJL,-i MC !C RIP,A I,A a Elli 1'.H' i!NIEI NLIN MA -i F FAILED, - -E WI 9 HE +PFDA 3F L THAR AN __ _ 4'YED GEyn= ,fE EL@.1 J L n FDA _ un neE Yti.. R n •.. . w . IPrFRIET 9-- =PwL ,I I=TF Y_GT' ] EDI E E WWI __n_„rt 'A NAA'. RND n” ��uF =_A1 ';uD,LF F NEJ.:I - IAA. 1. ,1 —=NE FL:ID= ! 'EF -up IJS ExP FEI F]R] ] 3m IICLF _QJ L' 1R4 ATILT F REAM J +A 'R AA — HAT TN T 1� Y ' ^ IT L L'CO % T ILFT 9 AM T ,Y (1',A . • ELL WE M • h_ CT. SETS, I,T c rP RATE JC -C NL AT I,r _i 1A A,AI � 1. PLATT ROL—A Ir. HE r oA. T) All -JI2 LITH- -I Ct'-+=EIN=LR-E WTP LJ Mf REI`i SUR, _ EI SL,P- iE E Y '.L,. `F! T IF - - IA FEA_TPFT F'YFrG VI I . .1 FEIPHR,A. IF 3 F- L' III I II IILV 'EV G -HEY E F %%I N1 MEANS GMAGE NRR RJCMR JT BE ,.e23 PAI ••R NE KEDGES 78 MAINTAIN C•NTMCTCINSHnLLN•TTARCHIT[CT•f Al'YDISCKEP4CIE5dR EFN➢EDMWINOf THESPECIFICATIONS ANOTHE FIELD OMITIONI\N{LLRFODESTCPRIHCATONRLFORZ[•N.MEJGINGNNRA [) TO COORDINATE NETTING ENDS • NER FOR OPN Rf ALL CENLMLC•NTRACTOR SPACE. RE RESANiDLE, FOR ALL 11 DURING BANCO%ACT IN5RLCTI.1'S M\V IMRW[NY WINMNA AND ALL RE INSPECTED TO VER IFI ALL WORK I DIMENSIONS AND CONDITIONS ITROCI INCLUDING AWWINO AND SAFE CLEARANCES FOR DELIVERY OF E•DIAMENT ANP IUTERIA¢ AND REGION ALL DISCREPANCE ASITH ARCHITECT PRIOR T•TIM CRMMENCE'.INT•R CONTINUATION OF "I IIII I ELECTRIC, SUNN ING AND IYALC LARRY 70 ISHWHAMIO AND 511C7RWYINO ANN SHALLSECDRE THE C LAND PRIOR TO LEADING HEAL PAYMENT FROM OWnFIU REvnlrJ�s IAN) AD O FJ � O F O o U 0. HE EA 1� Q G�Ln u 0 � 111+"""T«/A11 F O rS AW PS %TIE L 41N� c OR R E 4E L ANYucF AD WAD f H K V ED K f LANKA NAME If, SCALE VWEAREFR" 1•RY Nutt Rl.:nl. STEEI NFE11I A-13 ER PILGE Tc I' IS Cl NFURM Tr CHIME -ACE -i F ABLE, LF I Fill J017 ART 1 112 H CHER TIT I L LE -DE, PLATE A 1FI M'_�46 1- 4 +W- LIPS ZHIP A M T A'S AT 4 1 1, F r FpIi AFAR -FINE AT CCF LG SE _is FYJ r.I DCIF• O IT I� Fji PC' - EPSONRE I E T °L+ -E W'/ SIG WHM E „_ A� CRT NI'2WII II_i J FAJL,-i MC !C RIP,A I,A a Elli 1'.H' i!NIEI NLIN MA -i F FAILED, - -E WI 9 HE +PFDA 3F L THAR AN __ _ 4'YED GEyn= ,fE EL@.1 J L n FDA _ un neE Yti.. R n •.. . w . IPrFRIET 9-- =PwL ,I I=TF Y_GT' ] EDI E E WWI __n_„rt 'A NAA'. RND n” ��uF =_A1 ';uD,LF F NEJ.:I - IAA. 1. ,1 —=NE FL:ID= ! 'EF -up IJS ExP FEI F]R] ] 3m IICLF _QJ L' 1R4 ATILT F REAM J +A 'R AA — HAT TN T 1� Y ' ^ IT L L'CO % T ILFT 9 AM T ,Y (1',A . • ELL WE M • h_ CT. SETS, I,T c rP RATE JC -C NL AT I,r _i 1A A,AI � 1. PLATT ROL—A Ir. HE r oA. T) All -JI2 LITH- -I Ct'-+=EIN=LR-E WTP LJ Mf REI`i SUR, _ EI SL,P- iE E Y '.L,. `F! T IF - - IA FEA_TPFT F'YFrG VI I . .1 FEIPHR,A. IF 3 F- L' III I II IILV 'EV G -HEY E F %%I N1 MEANS GMAGE NRR RJCMR JT BE ,.e23 PAI ••R NE KEDGES 78 MAINTAIN C•NTMCTCINSHnLLN•TTARCHIT[CT•f Al'YDISCKEP4CIE5dR EFN➢EDMWINOf THESPECIFICATIONS ANOTHE FIELD OMITIONI\N{LLRFODESTCPRIHCATONRLFORZ[•N.MEJGINGNNRA [) TO COORDINATE NETTING ENDS • NER FOR OPN Rf ALL CENLMLC•NTRACTOR SPACE. RE RESANiDLE, FOR ALL 11 DURING BANCO%ACT IN5RLCTI.1'S M\V IMRW[NY WINMNA AND ALL RE INSPECTED TO VER IFI ALL WORK I DIMENSIONS AND CONDITIONS ITROCI INCLUDING AWWINO AND SAFE CLEARANCES FOR DELIVERY OF E•DIAMENT ANP IUTERIA¢ AND REGION ALL DISCREPANCE ASITH ARCHITECT PRIOR T•TIM CRMMENCE'.INT•R CONTINUATION OF "I IIII I ELECTRIC, SUNN ING AND IYALC LARRY 70 ISHWHAMIO AND 511C7RWYINO ANN SHALLSECDRE THE C LAND PRIOR TO LEADING HEAL PAYMENT FROM OWnFIU REvnlrJ�s IAN) AD O FJ � O F O o U 0. HE EA 1� Q G�Ln u 0 � 111+"""T«/A11 F O rS AW PS %TIE L 41N� c OR R E 4E L ANYucF AD WAD f H K V ED K f LANKA NAME If, SCALE VWEAREFR" 1•RY Nutt Rl.:nl. STEEI NFE11I A-13 DR SIL AIN _CIE C r FpIi LL LAC VE IJ ` NECFCCNF � TYR -G!C - INDITID A t'ni� Ei� G C -- bC .fn CHHIINDCDE JED M_-__ -ITFE4EG ( STEEL BT JM YEARI A ACT -AE NEECED TR �Tp, FISCAL BRFCIPH� ED STUCK C A A AC I 1--i TF 4 S PY,l A F IF A 11, T "• hll AIL kJ TEG TG 'TEEL 3F.1.1 I y IAIAMPFRDL'N OF O LLLCS - A 41 - AS STEEL :CLUIN 2 ' < 1 F.FI v -\ Lql£ / \YA 4CFI DEMI C /+ _q V HC itn M4 EG11E11 // I II MAT FI rG kEL TTr FEIL - I . 'TEFL V I .JF . ,, R F „FIN, LACS er o n JV FI - -1 • ^ -H ruwA ! CJGT R EJL_ F -A A C'a C. LL,.. 1, F i x WITH a y .AO'A ,ALC, `NN IJSE rvuF •NAsiEks -I 'F.'D_i,' �N'119= 3DL1 EF IICry LAl! R'J•RE R DFR'1 AFAR -FINE AT CCF LG SE _is FYJ r.I DCIF• O IT I� Fji PC' - EPSONRE I E T °L+ -E W'/ SIG WHM E „_ A� CRT NI'2WII II_i J FAJL,-i MC !C RIP,A I,A a Elli 1'.H' i!NIEI NLIN MA -i F FAILED, - -E WI 9 HE +PFDA 3F L THAR AN __ _ 4'YED GEyn= ,fE EL@.1 J L n FDA _ un neE Yti.. R n •.. . w . IPrFRIET 9-- =PwL ,I I=TF Y_GT' ] EDI E E WWI __n_„rt 'A NAA'. RND n” ��uF =_A1 ';uD,LF F NEJ.:I - IAA. 1. ,1 —=NE FL:ID= ! 'EF -up IJS ExP FEI F]R] ] 3m IICLF _QJ L' 1R4 ATILT F REAM J +A 'R AA — HAT TN T 1� Y ' ^ IT L L'CO % T ILFT 9 AM T ,Y (1',A . • ELL WE M • h_ CT. SETS, I,T c rP RATE JC -C NL AT I,r _i 1A A,AI � 1. PLATT ROL—A Ir. HE r oA. T) All -JI2 LITH- -I Ct'-+=EIN=LR-E WTP LJ Mf REI`i SUR, _ EI SL,P- iE E Y '.L,. `F! T IF - - IA FEA_TPFT F'YFrG VI I . .1 FEIPHR,A. IF 3 F- L' III I II IILV 'EV G -HEY E F %%I N1 MEANS GMAGE NRR RJCMR JT BE ,.e23 PAI ••R NE KEDGES 78 MAINTAIN C•NTMCTCINSHnLLN•TTARCHIT[CT•f Al'YDISCKEP4CIE5dR EFN➢EDMWINOf THESPECIFICATIONS ANOTHE FIELD OMITIONI\N{LLRFODESTCPRIHCATONRLFORZ[•N.MEJGINGNNRA [) TO COORDINATE NETTING ENDS • NER FOR OPN Rf ALL CENLMLC•NTRACTOR SPACE. RE RESANiDLE, FOR ALL 11 DURING BANCO%ACT IN5RLCTI.1'S M\V IMRW[NY WINMNA AND ALL RE INSPECTED TO VER IFI ALL WORK I DIMENSIONS AND CONDITIONS ITROCI INCLUDING AWWINO AND SAFE CLEARANCES FOR DELIVERY OF E•DIAMENT ANP IUTERIA¢ AND REGION ALL DISCREPANCE ASITH ARCHITECT PRIOR T•TIM CRMMENCE'.INT•R CONTINUATION OF "I IIII I ELECTRIC, SUNN ING AND IYALC LARRY 70 ISHWHAMIO AND 511C7RWYINO ANN SHALLSECDRE THE C LAND PRIOR TO LEADING HEAL PAYMENT FROM OWnFIU REvnlrJ�s IAN) AD O FJ � O F O o U 0. HE EA 1� Q G�Ln u 0 � 111+"""T«/A11 F O rS AW PS %TIE L 41N� c OR R E 4E L ANYucF AD WAD f H K V ED K f LANKA NAME If, SCALE VWEAREFR" 1•RY Nutt Rl.:nl. STEEI NFE11I A-13 1 C INS --6 F Er A. AISIDD STEEL BT JM YEARI A ACT -AE NEECED TR �Tp, FISCAL BRFCIPH� ED STUCK C A A AC I 1--i TF 4 S PY,l A F IF A 11, AFAR -FINE AT CCF LG SE _is FYJ r.I DCIF• O IT I� Fji PC' - EPSONRE I E T °L+ -E W'/ SIG WHM E „_ A� CRT NI'2WII II_i J FAJL,-i MC !C RIP,A I,A a Elli 1'.H' i!NIEI NLIN MA -i F FAILED, - -E WI 9 HE +PFDA 3F L THAR AN __ _ 4'YED GEyn= ,fE EL@.1 J L n FDA _ un neE Yti.. R n •.. . w . IPrFRIET 9-- =PwL ,I I=TF Y_GT' ] EDI E E WWI __n_„rt 'A NAA'. RND n” ��uF =_A1 ';uD,LF F NEJ.:I - IAA. 1. ,1 —=NE FL:ID= ! 'EF -up IJS ExP FEI F]R] ] 3m IICLF _QJ L' 1R4 ATILT F REAM J +A 'R AA — HAT TN T 1� Y ' ^ IT L L'CO % T ILFT 9 AM T ,Y (1',A . • ELL WE M • h_ CT. SETS, I,T c rP RATE JC -C NL AT I,r _i 1A A,AI � 1. PLATT ROL—A Ir. HE r oA. T) All -JI2 LITH- -I Ct'-+=EIN=LR-E WTP LJ Mf REI`i SUR, _ EI SL,P- iE E Y '.L,. `F! T IF - - IA FEA_TPFT F'YFrG VI I . .1 FEIPHR,A. IF 3 F- L' III I II IILV 'EV G -HEY E F %%I N1 MEANS GMAGE NRR RJCMR JT BE ,.e23 PAI ••R NE KEDGES 78 MAINTAIN C•NTMCTCINSHnLLN•TTARCHIT[CT•f Al'YDISCKEP4CIE5dR EFN➢EDMWINOf THESPECIFICATIONS ANOTHE FIELD OMITIONI\N{LLRFODESTCPRIHCATONRLFORZ[•N.MEJGINGNNRA [) TO COORDINATE NETTING ENDS • NER FOR OPN Rf ALL CENLMLC•NTRACTOR SPACE. RE RESANiDLE, FOR ALL 11 DURING BANCO%ACT IN5RLCTI.1'S M\V IMRW[NY WINMNA AND ALL RE INSPECTED TO VER IFI ALL WORK I DIMENSIONS AND CONDITIONS ITROCI INCLUDING AWWINO AND SAFE CLEARANCES FOR DELIVERY OF E•DIAMENT ANP IUTERIA¢ AND REGION ALL DISCREPANCE ASITH ARCHITECT PRIOR T•TIM CRMMENCE'.INT•R CONTINUATION OF "I IIII I ELECTRIC, SUNN ING AND IYALC LARRY 70 ISHWHAMIO AND 511C7RWYINO ANN SHALLSECDRE THE C LAND PRIOR TO LEADING HEAL PAYMENT FROM OWnFIU REvnlrJ�s IAN) AD O FJ � O F O o U 0. HE EA 1� Q G�Ln u 0 � 111+"""T«/A11 F O rS AW PS %TIE L 41N� c OR R E 4E L ANYucF AD WAD f H K V ED K f LANKA NAME If, SCALE VWEAREFR" 1•RY Nutt Rl.:nl. STEEI NFE11I A-13 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING O APPIOVER USP METAL CONNECTORS FOR PROPER WINK RESIST{NT CONSTRUCTION FBI LOW AANU ACTURE 5 RECOM,MEN DED INSTAUdTIDN INSTRUCTIONS TO ACHIEVE MAXI MVM UPLIFT L04K4ACITY I MAX IT RIA MAXIMUM - r'BALUSTERSHINDI Ali ORIAMICTOWALL HANDREAUS SHALL BE CONTINUOUS THE FUEL LENGTHOPIETERFAIRS HANOGREP PORTION Of ALL HANDRAILSSHALL NOT BE LESS THAN 1 114' NOR MORE JET [AN 2' INCROSS SECTIONAL DIMENSION OKIHESHAPE5HALLPROVIDE AN FORTIVALCINT Gi SURFACE LEDGER "DR JOIST d"M X I"DIA MAXIMUM YF�DOIC_H Rd L Bd CEILING JOLCETO BUG. COLLECTION LER(i BE CONNECTED TO IUL USING I O" DIA IOLTS dlf VC WITH WASHERS kNSHING TUCKED UNDER TOP PIECE OF SIDING AND VARIED OVER FIRST GNTIN PIECE OF SIDING BELOW 1 2 01 LAG BOLTS W/WASI IERS CONNECTEDTOIUG 016 -SC FLOOR FRAMING 2, JOISTS BLOCKING FOX JOIST HaJNGi USE BOLTS KIM JOSE J 90 at A if DECKROIDW LARGER CONNECTION LOCATION UNP NUMBER PESCIPITION I ARE ICATION 2N6-120YI KODE I HIA24 jil-1/4 24 LED, STRAP I APPLY OVER RIDGE TO GIVEN kt:T�E� LOCATION I-SPETUMBER! DESCRIPTION APPLICAUT10I 2N6-120YI L122 IRS, SLOPE FLANAdERIAPPLY TO EACH to RAF P I FIERCER LEDCCR I ZX 710 11 lip SLOPE H,kil JAPPLE TO EACH RAFTER I EXACT LINE Tdm DFUY DESIGN UNRERIALWAI NT STUD REST GIRRER/HEARER WOOD PRICE OIRDE EPEADER WOO JOIST ALLlCI5T3 CONNECTED TO A FLUSH HEADER TO BE SUPPORTER WITH THE PROPER STEEL CONNECTOR IF ABLE SET FIR JOISTS MMX lid HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINMGE WOOD!CIST lib' G WOO GIRDER SPLICER JOISTS OVER NEADER'O RDEB PROVIDE BUCKING BETWEEN JOISTS THAT ARE SPICED AND USE WITH RTIITYDOWN ANCHORS LEDGER RAFTER EDGEKTOIECONNECTER TO BUG. USING 112 DIA BOLTOCWITH WASHERS RAFTER TOP PLATE 0.ALLSTUD ggRELTO PLATE(STUD CONNECTION WIND 2) INXIS DALAI OR Sl FOS F I BEAM ANCHOR APPLY TO EACH PIE 2N6-120YI L122 IRS, SLOPE FLANAdERIAPPLY TO EACH to RAF P I FIERCER LEDCCR I ZX 710 11 lip SLOPE H,kil JAPPLE TO EACH RAFTER I EXACT RAFTER TOP PLATE 0.ALLSTUD ggRELTO PLATE(STUD CONNECTION GIRDER HEIDER POST'COWFIN WIND 2) INXIS DALAI OR Sl FOS F I BEAM ANCHOR APPLY TO EACH PIE BITTER, IF DID SOLID COLUMN 1 PUPPY PBSI KL65 ITIVA I LAP AEALHIPKI APPLY TO EACH COLUMN 9 WALL 384COM.M*� 7T'7Z 411 DESIGN WFATXERIN LINE TERMITE DFUY DESIGN UNRERIALWAI NT STUD GIRDER HEIDER POST'COWFIN HOLLOW COLUMN UPLIFT SIIAPSON STRONG TIE MODEL PERRIR INSTALL AS PER M,INUFACTURES RECOMEW AI IONS KING STUNS CRIPPLE STUD HEADER 1{CA STUDS OODu USE MIK Rl I;EDIA CALS) BOLTS Wil H pPSXERS AND NUTS GIRDLNI FADER POST/COLUMN PYT TbG1UE V XEARFA CONNECT ON VSE MIN (Z)1'2" DIA C{LV BOLTS WITH WASHERS AND NUTS GOBI YEARER'GIUELTO-PDST CONNECTIDN WIND 2) INXIS DALAI OR Sl FOS F I BEAM ANCHOR APPLY TO EACH PIE fit FICAIVE Teribb OK Vi POST / PLANT ANCHOR APPLY TO EACH Pi DID SOLID COLUMN 1 PUPPY PBSI KL65 ITIVA I LAP AEALHIPKI APPLY TO EACH COLUMN 9 WALL 384COM.M*� SNDW SPEER HOLLOW COLUMN UPLIFT SIIAPSON STRONG TIE MODEL PERRIR INSTALL AS PER M,INUFACTURES RECOMEW AI IONS KING STUNS CRIPPLE STUD HEADER 1{CA STUDS OODu USE MIK Rl I;EDIA CALS) BOLTS Wil H pPSXERS AND NUTS GIRDLNI FADER POST/COLUMN PYT TbG1UE V XEARFA CONNECT ON VSE MIN (Z)1'2" DIA C{LV BOLTS WITH WASHERS AND NUTS GOBI YEARER'GIUELTO-PDST CONNECTIDN GRNN WIND 2) INXIS DALAI OR Sl FOS F I BEAM ANCHOR APPLY TO EACH PIE fit FICAIVE Teribb OK Vi POST / PLANT ANCHOR APPLY TO EACH Pi GRNN WIND SEISMIC NOTES FRRST OFTY SPACING WINTER KESHPO 9 WALL 384COM.M*� SNDW SPEER DESIGN WFATXERIN LINE TERMITE DFUY DESIGN UNRERIALWAI NT FLROD LDAD (MHI) CATEORY NAIL DFITH ASS PER TABLE 3 7 EACH TEMP REQUIRED HAZARDS }S LIC 170 R SEVERE 3FT MtlF SLIGHTTD Il NONE NAIL COLLAR TEE-- —7s -PrKTANLE 3 4 EACH ACT RA CE TO PATTED TQ HEMTFAW MODERATE NAIL ILWKINC 3�tlGMMO DECKAND COVERED IDRCX NOTES II Untosathr n.ted all InmmO mat nal to e R Irynrl treated lumber Alltsenen M1aryer and anLh.0M1 be plvmlaN . stainless n r IeR el 31 Orden for lecS Mr toLe Aoted or ochltoe,&pot or Per nrh'uu Ar, and nut, ALLIE'S 11 Ali per shall Ye .mored wrlh proper steel co .Mor .chili into convtle Wth a mlmri 1 2" RE, A 7 p ancho bll Ankh i, ashen And nuts 3i Post, uip[AS AR Orderahell Be anchi to A 11111murn 2I\34'X12" thick cmoete toMlnj Use a minimum 1/2' or, a 7" Inn4 Anchor bolt vnth.mshers and nuts Fe.Mp 51 be3N or'w pale I) DCA YIA is hate Ybrknt as 1'D ou SI Fmthmphall Ye l stAtel Yetwavn the building and leper rapping no th+sh.ahrnl and. er the wager LNRer to Ye maened to Ymuml with TEE' w ohF with women and nuts At 161 f) Cenaee pilo flit he a ra"Ir mCaMrvv grade 7) All RLET Io Ye nypoMl with M1anger and..Aao Each Irn9 SEAT Alm or ambrd o Pro l a) Cocci Roos shall IN ademYled and ... hoed'rename manner a,a tweal pwWrtR f) Use nmi hangers and anchors with Z MAX trod' proecUme PL or equal for any [oi with ACD NAILING SCHEDULE JOINTOESCIUCTION NADI MAIL NOTES OFTY SPACING BETTER TO 9 WALL 384COM.M*� EACH TOE T41? PLATE 10 WALL 4414 COMMON RAFTEK TOE MAIL JOINT DESCRIPTION NAIL NAIL NOTES III SPACING BETTER TO 9 WALL 384COM.M*� EACH TOE T41? PLATE 10 WALL 4414 COMMON RAFTEK TOE MAIL CEILING JOIST I WALL 3-44 COMMQF EACH FACE TO TOP PLATE ITY WALL 4-94CO�W JOIST NAIL CEILING JOIST TO ASS PER TABLE 3 7 EACH FACE PARALLEL REAFTER WFCM-SIC LAP NAIL CEILING JOIST LAOS AFT PER TABLE 3 7 EACH FACE OVER PARTITION W`CM sic LED NAIL COLLAR TEE-- —7s -PrKTANLE 3 4 EACH ACT RA CE TO PATTED WFCM - sic END NAIL ILWKINC 3�tlGMMO EACH TOE TO Al Free 2 Id COMMON END NAIL RIM BOARD 3 14 C1MMR EACH END TO ALL 2 lot COMMON END NAIL JOINT DESCRIPTION NAIL KEMP NOTES RE) SPACING Top PLATE To I HCOMMR PER TOE TOP PLATE 2 lfidcoNwet FOOT FACE NAIL TOP PLATES AT Z licommeA JOINTS FACE INTERSECTIONS 4 Too COMATIR EA SIPE NAIL ALUOUR Z - tl OIAMO 24 FACE STUD 2 lid COMET Oc NAIL HEADER TO Rr 0 c FACE HEADER 164 COMMON AT ONG EDGES MAIL LEDGER STRIP EACH FACE PLATE TO STUD 3 169COMI�IOP PER 216 SPUR NAIL I4YFTOM RATE TO 3�tlGMMO PER T PHILIPPI RAPID JOIST 2 � 164 COMMO PER FACE NAIL END JOIST OR BLOCKING 3 14 C1MMR FOOT E JOINT DESCRIPTION IL �y NAIL NOTES SPAC114G JOIST TO I HCOMMR PER TOE SILL, TOP PLATE OR CIMER JOIST NAIL BRIDGING Z licommeA EACH TOE TO JOIST CW NAIL BLWVING Z - tl OIAMO EACH TOE TOJOIST ENO NAIL BLOCKING TO EACH TOE SILL OR TOP ROME 3 IH COMMO BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3IH COMMOJOIST NAIL JOIST ON LEDGER 3�tlGMMO PER T TO BEAM JOIST N MND JOIST 3 14 C1MMR PER E TI JOIST JOIST N RANOIINSTIO PER SILL OR TOP PLATE LIfI COMMO FOOT TOL PIRAUFA TO FRIMEAM MINT ALL MDR"b"A" iO MMn'T{IN _ SHALL NOTIITARCHITECT Of ATY DISCREPANCIES RET En THE aRrvWINGS THE ARIFICaTIO 45 AND THE FIELD CONDITIONS A,VU SHALL kOVEST CLAKIRKkTION EEFORE CONMEACINC Atari CONTRACTOR SHALL TERM ALL TO CORDISATC MEETINGWTH OSVNEFS UM1{ARDCALOf ALL GEVLMLUNTMCUM1SHAV BE RESNNSIBL[fOM1 nLUVILDPIG UERRTM@li ll4VECTIOVS v ANO SHALL BL IH51'ECTATO VEM1IFl {V WOM1K OIMfNSIOIJ3 At'U CONDITIOW ATlOp 51tE INCLUDING ItVltbin'G rvM SITE CLE{M1AV CFS UM1 DEtIJfRY Of fQI11PA1fVT.\W MAi[RIALS ANV R[MEUV ALL OI!CREYAYCIES MYTH ARCHITECT mMENCCN5Ni 0µ CONiINULTIOn OF\NORM M ,FLWAING AHU HVAC PXIMTO INSUNPt'G AIUSH[fiFKYING AIIU SNALL!EC10E iHFC nRRIOF TO RECEIVING fINaL4WMENT fRO'A OVrvERS BE AIL O AY R A 7 `Aso` Y all iZJIE.� VA` RTVISIUV) W � J W LL [� C {3s F AN K QAN 0 C RI v Q. V fA y Be T F4 Far Ed Z F Pit Fe z O ^ i �I =�E I AL yb- LE 3 IF2 v. IF TBe .y 3Cr aL T TIE 4 SE V be u N LE Ad PCj 4 AD U Ur K rA4 GENERAL NOTES CONSTRUCTION NOTES: 1) The Information werans this set of construction documents is lelafd[abasic design Intent and entering All They are Intended as a construction aid, not a suipanute for generally accepted god burning practice and compliance with current New York State building cNes. The General Contractor is responsible for providing standad construction details and procedures to ensure a professionally flashed, structurally and and a weatherproof oropear l product 2) The General Contractor 1s reNelreble for ensuring that all work and construction meets current federal, state, county and local odes, ordinances and regulanond, one These coda are to be considered as Fort of the specifications for this boilaing and should be aff to even If In variance with the plan 3) Dimensions shall take precedent over soled drawings (DO NOT SCALE DRAWINGS) 4) The designer has not been engaged for construction alienation and assumes no coordinating with these lana n ns6ill for reNmstdlly tori re. methods, c C p nor reap ty construction means,methods,tnCection,Sequences,a procedures, n ,forsafely specific and programs In connection with the work There ate no,�mnanfles tore Neahc use express" or Implied In the use of these plans. 5) Refer to the Window and Dor schedule for exterior openings GI The General Contractor is to ensure that masonry or prefablacted fireplaces meete or exceeds manufacture's speMcaflonz and aphcaole codes 2) The Ganeral Contractor is to consult with the owner for aft builtinitems such as bookcases, JOEL Ing, pantry, closets, trims, etc til. Wind load requirements shall be taken into account Wrung construction FOUNDATION NOTES: 1) The General Contractor and Mason to Haven; plans, elevations, details and notes to determine intended heights of finished floor6) above typical grade. 2). All Hotlngs to rest on undisturbed (virgin) sell 3) Fries 1/2" expmston III material between concrete slas anthabutting concrete or masonry walls RICCI in exterior or unheated inferior seen. 4) Any new concrete walls being attached to existing concrete structure shall be install" with q5 rNar. lt" long at 12" 111 Use approved epoxy for Installation 5) Unless otherwise noted, all slide on grade to be 2500 P s I Concrete to be our" on 4 inch thick and or gravel fill with h6 wire mesh reinforcing Interior slabs to Ad minimum 3-1/2 Inch thick All fill to be compacted to 95% relative density with 6" maximum lifts (layers). G) Crawl spaces to be provided with a minimum W,24" access opening Install one 2xib cast Iron foundation vent for every 150 so ft Of area 7). Dampproof exterior of foundation with blturemeaus Coating as required by current FLY S Residential Construction Code A 6 all polyethylene Alm shall be applied over the below grade portion of exterior walls prior to bockfllling t) Drainage as required by current N.YA. Residential Construction Code. FRAMING NOTES 1). All framing techniques and methods as prescriptive design of current SIC High Wind EdlLeln Wood Framing Constructor Manual 2) Unless othenwlm noted, all framing and dtructw at wood material to be b2 +ITR Douglas Fir 3J Floors, walls, ceilings and rafters to be spaced at IG Inches oc. unless noted othenvls 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 Y2 IF BTR Doug. Fir, Nearing wall headers to have (2) jack studs and Rl full length studs an each side of all openings. LVL headers to have (3) jack studs and (2) full length studs pan each side N openings, Bearing wall window sills shall also have (2) window sill plates for 2x4 wall odari between 4'1 and G'0 and 2x6 wall openings between 511 and 99 At fire and blocking whet apLoble 5) All flush beams/headers to be installed with heavy duty plvrn¢ed hangers and anchors where aphcable to all connecting joists 6). Double up floor joins under walls that run parallel to the floor new and under bathtub Floors to have ceramic tide Installed shall be verified for piper load capacity unless noted on plans 7). Provide 2 - 63/4" thick m¢olams ( height fel match floor joists) around stairwell arrive Other access openings unless otherwise noted (typical) 1) Dormers running up roof rafters are to be supported by double rafters an either sae where applicable unless otherwise noted f it at o c. Use solid blocking in fiOOra5t5 q) Rowae blg walls/bllsginL In for joists s a 0 t 1 uncle. all bearing walls 10) Provide insulation baffles at eave vents between rafters Install draft blocking as needed. II) Unless Otherwise noted, all roofs and wank to have a minimum In" thick, 4 -ply Fir COX exterior sheathing glade plywood Plywood to cover ever plates and headers 12) Unless otherwve noted use 3/4" thick TAaG RTS Fir or Advantech plywod subfielelr t oilier" with PL4H adhesive and (crewifir Insists Finished floor to be installed ever subflor az per mmuActure'Jnzfructunfloorio 131 All bafmom walls to have I/2" thick mandure-renstant saeelock Garage walls and cehingd and over furnace to have 512" thick type sheetroek All other parts of budding to have regular 1/2" she re ock All walls to be tap" and fimsh" 14). All roof with a pitch less than 412 shall a Installed with an la 6 Water barrier or approved equal Flat roofs shall be applied with a pipet Blas base sheet with an EFDM tai ch Own Me math sal Over IQ All 5111 plates and wood in contact with carraircentate to be Pressure treated Sill plates to be Installed with a Ham sill gasket and tap -r -tet termite shield or aprwed Equal WIND FRAMING NOTES i-1/4" as 20 gauge strap shall ae attach" to each onh of rafters In accordance to table 3 4 When a collar tie is used In leu of a ridge strap, the number of IOd common nails required In each end of the collar tie need nH exceed the tabulated number OF W nails 1n the strap 2). RAFTER -TO WALL ASSEMBLY. Lateral frammg and shear wall onnectons for rafter, ceiling or truss to tap plate shall be In accordance to table 3.3 When a rafter or truss do nN fall In line with studs below, rafters Luna shall be attached to the wall top plate and the avail top plate shall be attached to the to the wall stud with uplift connections Roofs overhanging the rake sloe of the buodmg shall be connect" with uplift connections in accordance with table 3.3c, 3) WALL TIOWar ASSEMBLY. Wall 9ud5 above and studs below a floor level shall be attached with uplift connections in uordance with table 3.3 b. When wall studs above do not fall in line with 4uI below, the paths Shall be attached to a common member In the Timor assembly with uplift Connectors in ordance with table 3 3 4), WALL ASSEMBLY TO FOUNDATION First wall studs shall be connected to the foundation. all plate, or bottom plate with uplift connectors Steel stops shall hive a minimum embedment of 7lnches in concrete foundation and sla.on-grade, 15 inches in masonry Raw foundations, or lapped under the plate and nailed in accordance with table 3 36, When steel straps are loped under the bttem plate, 3 inch square washes shall be used with the anchor tilts Anchor Coli spacing is to be Pact" and razed In accordance to table 3.21 In addition to spaangi anchor bole ate to Are pa spaced between G 12 Inches from the end of a nil plate and all 5) TYPE I EXTERIOR SHEARWALL CONNECTIONS: Type I exterior shear walls with a mrmmum of 2116 Inch wood structural panel on the exterior attached with to common mils at 6"ac at the panel edgy and ITo c In the field, and I/2 Inch gypsum wallbord on the Interior attached with 54 cooler nails at 7" ON. at panel edges and 10" a c. In the dela shall be in accordance with the length requirements specified m table 3,15a 6. d) TYPE II EXTERIOR SHEARWALL CONNECTIONS Type II exterior shearwalls shall meet the Igmremem5 of table 315ai times the appropriate length adjustment factors In table 3.16 71 INTERIOR SHEARWALL CONNECTIONS` Allowable sldewall lengths provided in table 3.14 shall be Permitted to be Increased when Interior shearwalis are used Sheathing aid connections shall be In accordance with 24 4.2 and 2 2 4 respectively t). CONNECTIONS AROUND EXTERIOR WALL OPENINGS Header and/pr glider contractors shall be attached with upldt connections In accordance with 11135 Window sill plates that be have steel celnneciors In accordance with tale 3.5. q) CATHEDRAL CEILING ASSEMPLY: Where a I is to be used As a structural beam, the rafters shall either be notched and anchored an tap of the beam or slope connectors shall be attached to each raker -bridge along the open Going part of the burning. Connections to the ridge and wall shall be be attached with the above requirements DECK AND COVERED PORCH NOTES: I). Unless otherwise noted, all framing material to be AI ACQ pressure treated lumber All fasteners, Fangos and anchors to be galvanized or stainless steel. 2) Girders for deck joists to be Colt" to each post with washers and nuts Girders on concrete piers shall be anchor" with proper steel connectors anchored into concrete with a minimum 1/2' do x 7" Zang anchor Cod[ with washers and nuts 3). Posts supporting giulen shall be anchored to a 12-SiL 12' thick concrete cooling Use a mammum x 1/2" ole, I" Ian: anchor bolt with washers and nuh. Footings Shall Ye 3 A. below tirade Porches with coveted roofs shall have 12" as concrete piers for the girders 4) Deck joists to have blacking at RO a c 5) A minimum of 10 inch flashing shall be mSMled between the bu11dmLand ]eager Ledger to be fastened to buil8ng with 1/2" da. bolts with washers and nuts where needed. G) Concrete piers shall be a minimum G' above grade 2) All Inds to be supported with hangers and anchors Each Joest shall also be anchored to girco ) PLUMBING NOTES 1). All water supply, drainage and venting to be Installed as per N.Y.S. Resldenhal Construction Code 2) Verify septic system with the Engineer for Suf alk County Health Department approval 3) If wall stuns, plates erjoina roe cutout during Installation M any plumbing rotas"work, provide adequate pricing ana plates to protect and secure the structure. Verify with the state ode and manufacture's recommendation for maximum hole size and spacing permuting. HVAC SYSTEM NOTES I). Mechanical subcontractor is respmnst6le for adhearinL to all applicable odes and safety requirements 2). HVAC subcontractor 1s to fully coordinate all system data and requirements with the equipment su later. 3) HVAC subcontratlpr to provide Mal System layout drawing ma submit it to the General Contractor and owner for Floral review and approval ELECTRICAL NOTES: it All electrical to be Installed as per N.Y.S. peridental Celnfaolon Code 2) All electrical work shall be approved by a qualified Underwriter 31 Install Smoke detectors and Carbon Monoxide detectors throughout as required by current N,Y,S, Residential Construction Code. NAILING SCHEDULE a-- D(1nF FDAMIN('.` IVAivIII yaedu.1`41s NAIL NOTES POINT DESCRIPTION QTY SPACING NOTES JOIST TO: WFCM-SIC SPACING TOE RAFTER TO /'WALL 3rd COMMON EACH FACE NAIL TOP PLATE 2 -164 COMMON FOOT TOP NAIL TOP PLATE 10' WALL Ota COMMON RAFTER FACE CEILING JOIST ['WALL 3-84 COMMON EACH NAIL TO TOP PLATE 10' WALL 434 COMMON JOIST TOE -NAIL CEILING JOIST TO AS PER TALE 32 EACH FACE PARALLEL METER WFCM SIC LAp NAIL CEILING JOIST LAPS AS PER TABLE 3 2 EACH FACE OVER PARTITION WFCM SIC LAI NAIL CODAR TIE AS PER TABLE 34 EACH FACE TO RAFTER WFCM-SIC END NAIL (LOCKING 2 -Ad COMMON EAENDAICH SEE NOTE: 12 TO RAFTER 2 -Ad COMMON PER TAIL L RINI BOARD 3 1H COMh10 EACH END TO METER 2 164 COMMON END NAIL IVAivIII yaedu.1`41s 191 roTel P7 y!7_\REA11104 We JOINT DESCRIPTION NAIL NOTES JOINT DESCRIPTION QN SPACING NOTES JOIST TO: WFCM-SIC SPACING TOE TOP PLATE TO 4 -td COMMON PER FACE NAIL TOP PLATE 2 -164 COMMON FOOT SEE NOTE: I TOP PLATES AT 2 -id COMMON END FACE INTERSECTIONS 4-164 COMMONJOINTS EA SIDE NAIL STUD TO 2 -td COMMON ATTICS w/ STORAGE FACE STUD 2. 164 COMMON24' OF. NAIL HEADERTO 40 16" O C FACE HEADER Pod COMMON ALONG EDGES NAIL TOP OR BOTTOM 2-164 COMMO PER 2x45TUD END RATE TO STUD 3-164 COMMON PER 2xG STUD NAIL BOTTOM PLATE TO. ROOF - FOUNDATION PER FACE NAIL FLOOR JOIST, BAND 101ST, 2 -Ad COMMON FOOT SEE NOTE: 12 END IOIST OR BLOCKING PER END 191 roTel P7 y!7_\REA11104 We JOINT DESCRIPTION NAIL NAIL NOTES JOINT DESCRIPTION QTY SPACING is AS PER TALE 31 JOIST TO: WFCM-SIC PER TOE SILL, TOP PLATE OR GIRDER 4 -td COMMON JOIST NAIL BRIDGING 3"O.0 EDGE EACH TOE TO JOIST 2 -id COMMON END NAIL BLOCKING 54 Sd COOLERS EACH TOE 10 2 -td COMMON ATTICS w/ STORAGE 20 TO JOIST ROOF (GROUND SNOW LOAD) END NAIL BLOCKING TO 40 EACH TOE SILL OR TOP PLATE 3 IGd COMMO BLOCK NAIL LEDGER STRIP GAURD11i ANY DIRECTION EACH FACE TO TEAM 3 l6d COMMO JOIST NAIL JOIST ON LEDGER ROOF - FOUNDATION PER TOE TO BEAM 3 is COMMON JOIST NAIL MND JOIST PER END TO (DIST 3 1H COMh10 JOIST NAIL IANDJOISTTOP 2. lod COMMO PER TOENAIL SILL OR TOP PLATE FOOT SEE NOTE I Ipr�m:�ct� v�uoE�o rryIIIII IIM. yr9711041W JOINT DESCRIPTION N NAIL NAIL NAIL NAIL JOINT DESCRIPTION QTY SPACING STRUCTURAL PANEL is AS PER TALE 31 T' OC EDGE WFCM-SIC rryIIIII IIM. yr9711041W JOINT DESCRIPTION N NAIL NAIL JOINT DESCRIPTION Y PACING GYPSUM D COOLERS T' OC EDGE WALUOARD N COMMONAS 10 -OC FIELD Clgl(ID C4.1f:ATWILJf.• NAIL NAIL JOINT DESCRIPTION DTY SPACING STRUCTURAL so Comm PER TABLE 3d I" OR LESS N COMMONAS 12" O C FIELD PANELS PRESCRIPTIVE AS PER N Y.S RESIDENTIAL CONSTRUCTION CODE AND WFCM -$tC 7/16''OSl CURRENT SIC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL 3"O.0 EDGE PLYWOOD 64 COMMON PO C. FIELD GYPSUM GO 7"O.C. EDGE DECKS 54 Sd COOLERS DECAY WALLBOARD 10 FIELD Clgl(ID C4.1f:ATWILJf.• NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, 1). Nailing requirements are based on wall sheathing nailed 6" on-amer at the panel edge If wall sheathing is nailed 3" on -center at the panel edge to obtain higher shear opposites. nailing requirements for structural embers shall be doublet or alternate connectors. such as shear plata. shall be used to maintain load path. 2). When will sheathing Is continuous over connected embervthe tabulated number of nails shall be permitted to be reduced tell - lod nail per foot, NYS CODE 2010 EDITION I PLAN CONTENTS: OCCUPANCY CLASSIFICATION NAIL NAIL JOINT DESCRIPTION Q SPACING STRUCTURAL PANELS so Comm G OLEDGE I" OR LESS SEE PLANS) 12" O C FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, 1). Nailing requirements are based on wall sheathing nailed 6" on-amer at the panel edge If wall sheathing is nailed 3" on -center at the panel edge to obtain higher shear opposites. nailing requirements for structural embers shall be doublet or alternate connectors. such as shear plata. shall be used to maintain load path. 2). When will sheathing Is continuous over connected embervthe tabulated number of nails shall be permitted to be reduced tell - lod nail per foot, NYS CODE 2010 EDITION I PLAN CONTENTS: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL SEISMIC BUILDING USE RESIDENTIAL �ELLINC AT PANEL EDGES BUILDING HEIGHT Eta PLAINI ICESHIELD TOTAL SQ FT OF CONSTRUCTION SEE PLANS) SEE NOTES 1,3 4' EDGE ZONE PRESCRIPTIVE AS PER N Y.S RESIDENTIAL CONSTRUCTION CODE AND td COMMON p 12" O C. DESIGN CRITERIA CURRENT SIC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES FLOOD SNOW EXT. BALCONIES GO WEATHERING DECKS 40 DECAY ATTICS ALI STORAGE 10 ATTICS w/ STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS RF) ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 (MPH) STAIRS 40 DEPTH GAURD11i ANY DIRECTION 200 EXPOSURE CATAGORY Pfaputo FOR CAT Ci LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION I ROOF - FOUNDATION DETAIL PAGE 4 GENERAL NOTE PAGE MODERATE NAILING SCHEDULE SEE GENERAL NOTE PAGE NONE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Sym.: TO HEAVY FIRE PROTECTION FLOOR PLANS SMOKE 4 CO2 DETECTORS)SEE TRUSS DESIGN NSA - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK fl IMATIr k f,F0r.RAPH1r IIFCICrN C'RITFRIA GROUND WIND SEISMIC NOTES FROST AT PANEL EDGES SUPPORTS IN THE PANEL FIELD WINTER ICESHIELD td COMMON 6" O C td COMMON p G" O.C. SEE NOTES 1,3 4' EDGE ZONE N COMMON p 6' OC td COMMON p 12" O C. SEE NOTES. I (10TH FIELDS) INTERIOR ZONE gid COMMON p 6 OIL N COMMON p I2" O C FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERUYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 21 U 120 I SEVERE 3 FT. MODERATE $LIGHT TO Il NONE - TO HEAVY MODERATE ROOF SHFATHINIG RFOl11RFMFNTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE td COMMON 6" O C td COMMON p G" O.C. SEE NOTES 1,3 4' EDGE ZONE N COMMON p 6' OC td COMMON p 12" O C. SEE NOTES. I (10TH FIELDS) INTERIOR ZONE gid COMMON p 6 OIL N COMMON p I2" O C NOTE' 2 FOR PANEL FIELD GABLE EN DWALL RAKENDRAKE TRU55 HCOMMON p4"OC td COMMON p4"OC SEE NOTES 1.3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY 1). For roof sheathing within 4 feet of the perimeter edge of the root rah drag 4 feet on each side of the roof peak. the 4 feet perimeter edge zone attachments regard shall be used. 2) Taulated 12 inch o c nail spacing a5umes,heathmg attached to rafter/truss framing members with G>I 49 For framing memkrs with <0 42<G<049, the nail spacing shall be reduced to G inches oc. 3) Tabulates Inch Are nail spacing assumes sheathing to rafter / truss framing members with G>O 49 For framing members with 1.4<GaI the nail spacing shall be reduced to 3 inches pea WALL SHEATHING REQUIREMENTS FOR WIND LOADS: NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. I) For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements Shall be and. 2) Tabulated 12 inch Are nail spacing assumes sheathing attached to stud framing members with G>9.49. For framing members with 0.12<G<, the nail spacings shall be reduced to G Inches o.c 3). For interior panel sWn , galvanized Cox nails shall be pametea to be substituted for common Falls. NOTE: CONTRACTOR TO PROVIDE SML TEST TO VERIFY EXISTING CONORIONS MINIMUM 31NN CAPACITY. SOIL COMPACTION CLEANI I Never FILL OF 9 AUTGUAL CD TRACTOR TO Via" f al NIL CONDITIONS PRIDR TO FILL REMOVE AND DD MnTIONAL FILL A. NEEDED 21 F.A PARI." OF NEW FILL SHALL a AT (GST eE%PkK OK • an AND ATM 0 a55]) COMRAC THE »u+TIt LINES mncnu Ca .MrnR TO HAVE mL TERN aY A eeavrep rri AGF" If PKe lDr 5 a' ME Y uFffri KA FIRE CORNING AT lata MA¢INVM nIrtANRS FOR NON Kattel EAIEIS JV ANCOG AND ANI FIES Vale If IMA LL assets RAW Fail I COA I ING FOR CON 1ACT WIN Act n rvanul cal DE EcnR IN ADDITION TO ENGINE ArARMS PER FupR „rrannrd Rrotuato n Rate=F>I lmreamovalineas ax alacarotene,.eF Onset, III VITAL end A.,DnnNn Ansel. term An estate roe Lana between cava one tinware. cap ran ...I the ran vve HrcYbAal Sell Ye FAM" In roAreme connection n the !Atavan: not nlee gym, rated Fort, and prrcNenNnduanFti' m4.rna,, nuhe.emvne Fair m of mlxrdlror Oawn v,sell pe.Fa,,d at n.u� ure or In �JII�� nnun., Time Inalllai (striata r.seena strip, Ae III m Yeiween 11r:Ent ip lea vacant are Ent omn as AI vers, clarea ,it sasei mc nn tar ei11 „xrSP PI unrest a ar tel aid Yater It roe inn EFul. td oasr, nada Ita„me nmah "rat Or...I N r: RalnatIA vide I)Fne rvd 1,1110 a re PIPE, I 110 1, NI¢ellne lM lila tool , enn girt Me HI PC Nrne 0 For naYlelnne as Chimney end r,ep arts A,, Lanae As curves N) 5 PauliCndr 0A' ts ES TO MxIFI}AIN OM1 SHALLNRIfY ARCHITECT ANY UIKFETANCIESaEIWFFITHE UTAWNGS,THLIECIFIU110VS AND THE FIfV CONDITIONS AND SHALL FFgn ESi CUFIfICATI@lEfr,RE UMNFNCING WORR CaMMCTOI SX.LLJEFIfY ALL CEN is CpRMN ATE MEETING WTH damply FOR APFRNALaF ALL 4 BLE FOR ALL aWUI`I OLPARTMEER INSFECTIR5 PAINTER TO I`INNEE AND PAINT ALL DOOR EOL a a A MANDFACTURER5%RRtNT IW SHALL BE INSPECTED TO\ Eapt `TL "I N68ioW NDCONDITION5 ATUR SITE INCLASNUDINO AM SITE CLEARANCOTOP DELIVERY OF EOIaIPMET AND MATERIALS AND velal'ALL DISCRRMCIES st AICHITFRPRIIOR 70 THE cnMMENCEMCNT OP CONTINWTI RIC FLVMIIMO ANp HV AQRIOR TO se,apaN4 AND 511ERACKl1¢ erFROAI OEIVERS NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION ATPANELEMES SUPPORTS IN THE PANEL FIELD NOTES 2 LIE SEE NOTES. 1, 3 (10TH FJELDS) 4' EDGE ZONE N COMMON p 6' OC td COMMON p 12" O C. NOTE 2 FOR PANEL INTERIOR ZONE id COMMON p i" O C Bid COMMON p 12" O C SEE NOTE 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. I) For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements Shall be and. 2) Tabulated 12 inch Are nail spacing assumes sheathing attached to stud framing members with G>9.49. For framing members with 0.12<G<, the nail spacings shall be reduced to G Inches o.c 3). For interior panel sWn , galvanized Cox nails shall be pametea to be substituted for common Falls. NOTE: CONTRACTOR TO PROVIDE SML TEST TO VERIFY EXISTING CONORIONS MINIMUM 31NN CAPACITY. SOIL COMPACTION CLEANI I Never FILL OF 9 AUTGUAL CD TRACTOR TO Via" f al NIL CONDITIONS PRIDR TO FILL REMOVE AND DD MnTIONAL FILL A. NEEDED 21 F.A PARI." OF NEW FILL SHALL a AT (GST eE%PkK OK • an AND ATM 0 a55]) COMRAC THE »u+TIt LINES mncnu Ca .MrnR TO HAVE mL TERN aY A eeavrep rri AGF" If PKe lDr 5 a' ME Y uFffri KA FIRE CORNING AT lata MA¢INVM nIrtANRS FOR NON Kattel EAIEIS JV ANCOG AND ANI FIES Vale If IMA LL assets RAW Fail I COA I ING FOR CON 1ACT WIN Act n rvanul cal DE EcnR IN ADDITION TO ENGINE ArARMS PER FupR „rrannrd Rrotuato n Rate=F>I lmreamovalineas ax alacarotene,.eF Onset, III VITAL end A.,DnnNn Ansel. term An estate roe Lana between cava one tinware. cap ran ...I the ran vve HrcYbAal Sell Ye FAM" In roAreme connection n the !Atavan: not nlee gym, rated Fort, and prrcNenNnduanFti' m4.rna,, nuhe.emvne Fair m of mlxrdlror Oawn v,sell pe.Fa,,d at n.u� ure or In �JII�� nnun., Time Inalllai (striata r.seena strip, Ae III m Yeiween 11r:Ent ip lea vacant are Ent omn as AI vers, clarea ,it sasei mc nn tar ei11 „xrSP PI unrest a ar tel aid Yater It roe inn EFul. td oasr, nada Ita„me nmah "rat Or...I N r: RalnatIA vide I)Fne rvd 1,1110 a re PIPE, I 110 1, NI¢ellne lM lila tool , enn girt Me HI PC Nrne 0 For naYlelnne as Chimney end r,ep arts A,, Lanae As curves N) 5 PauliCndr 0A' ts ES TO MxIFI}AIN OM1 SHALLNRIfY ARCHITECT ANY UIKFETANCIESaEIWFFITHE UTAWNGS,THLIECIFIU110VS AND THE FIfV CONDITIONS AND SHALL FFgn ESi CUFIfICATI@lEfr,RE UMNFNCING WORR CaMMCTOI SX.LLJEFIfY ALL CEN is CpRMN ATE MEETING WTH damply FOR APFRNALaF ALL 4 BLE FOR ALL aWUI`I OLPARTMEER INSFECTIR5 PAINTER TO I`INNEE AND PAINT ALL DOOR EOL a a A MANDFACTURER5%RRtNT IW SHALL BE INSPECTED TO\ Eapt `TL "I N68ioW NDCONDITION5 ATUR SITE INCLASNUDINO AM SITE CLEARANCOTOP DELIVERY OF EOIaIPMET AND MATERIALS AND velal'ALL DISCRRMCIES st AICHITFRPRIIOR 70 THE cnMMENCEMCNT OP CONTINWTI RIC FLVMIIMO ANp HV AQRIOR TO se,apaN4 AND 511ERACKl1¢ erFROAI OEIVERS E004An AD UU Par mal its Ir 2 LIE Re F. in4 2 In E004An AD UU Par mal S 85057'40" E EL. 244 I.r�A W EXISTING SEPTIC TO REMOVED PER SCHDS REQUIREMENTS EXISTING INGROUND / \ POOL \ — — DW) \ EXISTING PATIO I FLUSH TO GRADE I \ — — — — \ \ GARAGE 2 STY. FRAMED HOUSE — 1 I� — —ASS a��— — l \PORCH 13 i \ O---- .1 — DW r \ / EXISTING O WELL ASPHALT DRIVEWAY N ® O O LAV O O EX15T. Alt z PI 1A 2 01 SEOUENCE OF PROJECT: NORTH SEA ROOF AREA 39075 SQ FT. AT 100°5 WATER RUNOFF 653 CU FT PROVIDE (4) 3' DIA X 4' DEEP DRYWELLS DRYWELLS CAPACITY 676 CU FT DRIVEWAY AREA: 1600 SQ FT 100"/0 RUNOFF. 267.2 CU. FT. PROVIDE (2) Etdla.. DEAD DRYWELLS WITH CATCH BASINS (CAPACI FY339 CU FT) DRIVE SITE DATA: o- 172.86' EL. 24.5 SEE APPROVED CHESS PLAN FOI SEPTIC DETAILS ------ 1( 0 o IME(U�ALIN� CLIALGANCE OF III It JIMMAPPECOP 1 15 NEEDED IN STAULBEECOU MORALE SILT FEE ONG AS REQUIRED ED NO RE Ln EXCAVATION MUST NOT BEGIN THRIFTS LOCATIONS N OF UNDERGROUND XI CABLES AND PILL' FIVE PEEN MARKED OR UNTIL � IRRIGATING FROM UTILITY COARANES THAT THE N CONTOUR '11 1 f DRIVE STAT ES FH»IT NN LTH RAZES III vL fit"ENTARNAGE AREAS EARTH FELLI OR OTHER EARLIEST MESA BARRIERS AUSSURD THE CHIP UNEOF THEATER PREVENT INIRUPI TO ME PONT 11 i FILTER ST, BALE DIKE FORMONEE DICTATED SECURE VEHICLE E MET THE JOB SITE PROPERLY INSTALLED STRAW BALE 3 50EL DUMB POE EXCAVATED 'OIL TO RE RETAINED ON SITE A5 INDICATED OR SITE PLAIN RESTAINA5MLENTORVOLA51ROSIBLEXT) 110 ALL PRESERVE THE HELIUM RUN UAL SHALL I OF THE PROJECT SITE EXCEIS Fla TO BE SHIPPED OFF SEE DUPLICATOR AND DEFECTOR BE t yd SHALL NBOr7 PROPERTY FOR POSTERS TENDER BEFORE EICAVA70N BEGINS ON DIEDRUG ACTURN 24 AND OF PRIFEr ADvT RE _v DONE EA HAND WHEN THE TOP 501L IS RUSEGRED TILL THE 501L INGE AND THEIR REMOA E 70 A SAFE LOCATION V JIM � FRONT eu 0 END HERA�ER PROTECT CPAGP TUBE AND OTHER PLANTS KFEUDG)JER, PER PIKE EXCAVATION SHOULD AS AS LEE BE AS POSSIBLE EST PURN SUCH SIMON Nikki, PRIOR TO EXCLA, vaoll OVER DIG 24 - FOURRESEATIOr I HOLES TO GIVE IN FINHY OF SNEERS FOR A BELL UP AMINO PACT FILE AND TO PROVIDE RURAL I FOR ALL VOLF, A) IF�EDE�HUFF.CkVATIOrql5�FE�OR�ESS,O\'rRDIGWE SECT W IFITHE EXCAVATION 15 PEEPER UTAH 7 FEETTA 51DES LNUT BE NICCED ONCE KINDS AT A 45 DEGREE ANGLE W()EE4 FEET OR INSTALL MERGE PROCESSED HOUSE MERGE EXCAR BEGIN EI SEE ME HILL PICK TO AD AT CIE OF ITEMS - ME ANGLE ATNERNICH THE SHORT 15 STABLE UMMMy N n. 150 uy ,5U yd A) AN UK HOPED VEPTICE E CRT SHOULD NOT EXCEED 5 FEEL ON A SLOPED SUE 4 STCTUO ABLER MOST CONTROL PETAL DICKEEMS LEND SEPTIC IF NEEDED) DURING OnFULTRUCTIOR' CULTURE AT D DOM SPOLTE 5 F. A] TO BE HIP READILY INSTALLED AT USSR OF COCAPUTION OF POOP ALL DOCANDSCRULTS TO RE HIRED TO ELDERS SIT BUD 71 D 5 PROPECTCOMPLETION FERALIETTEDETOCONTROLL RUNOFF DRECTIONTO STEFFY ]THIN SET PITCH GRADEARRODS PERIMETER DREW NEI AS REQUIRED TO CONTROL PU14C IF THAT CANNOT MAY 11 ITHIPI DIUUUED AUk ROOF AREA 39075 SQ FT. AT 100°5 WATER RUNOFF 653 CU FT PROVIDE (4) 3' DIA X 4' DEEP DRYWELLS DRYWELLS CAPACITY 676 CU FT DRIVEWAY AREA: 1600 SQ FT 100"/0 RUNOFF. 267.2 CU. FT. PROVIDE (2) Etdla.. DEAD DRYWELLS WITH CATCH BASINS (CAPACI FY339 CU FT) DRIVE SITE DATA: o- 172.86' EL. 24.5 SEE APPROVED CHESS PLAN FOI SEPTIC DETAILS ------ 1( 0 o STRAW BALE DIKE DETAILS Ln EXCAVATE: N ROU I RE BA RE STEEL PICKELS OR N CONTOUR '11 1 f DRIVE STAT ES FH»IT NN LTH RAZES III vL fit"ENTARNAGE AREA NU THAN 114 AC PER 11 i FILTER ST, BALE DIKE FORMONEE LE,,THAN) 4" MIN PROPERLY INSTALLED STRAW BALE SEEING HOUSE (OVERPRAISE) \ / O N N Alt EL. 24.5 `1 172.86' SITE PLAN SCALE: 1" = 10'-0' SCTM # 1000-15-3-44 DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILLUSTINEXTRUARMOF: 18 100S FT SEEING HOUSE 2d94 0 IN 110 ALL 20. Rd BE t yd EXISTING POREPURNECS _v FAA g eu 0 SOURCE RANGE STRAW 24 - BETWEEN FARES PROCESSED HOUSE 33660yB N n. 150 uy ,5U yd OPOSED DECKMhCH SOZpB 18'1. 5 F. A] 3m ya DECLARE, SEPTIC SYSTEM EPA, Sd 20. FBI PRORNED PREFACES s_.. Sd 8D yd TOTAL 42532,q FT 19 AS wN 93 AN 1. Excavate the Trench EAGER MUST BE TIGHRI APVI'IMG WRIT NO GME ID KO 3. BACKFILL AND COMPACT THE EXCAVATED SOIL 2. PLACE AND SFAKE STRAW BALES p CONTOUR AND IN A vow THE l.X HAD LBOTnkeonwo THE BROACH BALES 2I EACH BALE SHALL BE EMBEDDED IN THE SOIL. MI141NW10 3) BXRU SHALL BE SECURELY AHCHIIN PLACE B f EITHER TEAM OUGHTHE6ALE HERSELF STAKE IN EACH SAFE SHALL BE DEEPER RUDE B AID THE PRE, BOUSA GAIDBEEATL ANGLE TOFRUEAEST067HER STAKES SHALL 4) INSPECTION SHAM PE FREQUENT AND REPAIR REPLACEMENT SH CU BE MADE PPOMFFLY AS NEEDED 5, BALES SHALL THnR L Pn49 so As ER RloceoR IMPEDE CHRIST FLOW OR AI V SILT FENCE DETAILS HRTLACTUR oa PPRO,ERDEQ UEAL 61 - _ = SCA7WF N�THFIL R� C O THE SIRATTACHED CH As ATM`E�oo MESH BAEKMM r,E,; ;2 A 6 =uE F � EDTPEHQ) 010 11-4 riJ ;BRA, L' J ATTACHING TWO SILT FENFILTL SECURELY CES—�' FASTENEDTO NIEDOMF HsvD TLEGIPENDUT MSTEOFTHE ° MATERIAL SEWHDFENCE O L`1 OF TRENCH ADD BUCH EXTEND EANCHORED DO—I—� MUST OF THE US MA ERI�µe�EeJBACKHLL FlERT RIIQ IO ROTATE WTH PESTES N I POSTS 2"OR S AHnoo'000 — —_ - - RUNOFF =-_- O -O [CLECI rt SURAL GULF THE FAA RICINTERIAL16 jY< PECIION OF RUNOFF WATERS ry QftW T fj gNNOIHEGnQ f� R¢ ay I APPROXIMATE �D` TRENCH ID BURT V;f P.trF.c,� _ EE, C� � r O x �z Q CIL US OSE lu p. o Det US All III a o >. US PRE RE W SUS N oO OFTo ±�o IS o AlA it ceo �Se �U Ga IN TOF u 0 WN FEE, rk d l F u U r� VIC D�L,WA Aw,Me rnTE )a�=rte. 3oua wn Hs. _BIS SI�[B®ETM\1BER V 1 SOURCE RANGE STRAW BETWEEN FARES p CONTOUR AND IN A vow THE l.X HAD LBOTnkeonwo THE BROACH BALES 2I EACH BALE SHALL BE EMBEDDED IN THE SOIL. MI141NW10 3) BXRU SHALL BE SECURELY AHCHIIN PLACE B f EITHER TEAM OUGHTHE6ALE HERSELF STAKE IN EACH SAFE SHALL BE DEEPER RUDE B AID THE PRE, BOUSA GAIDBEEATL ANGLE TOFRUEAEST067HER STAKES SHALL 4) INSPECTION SHAM PE FREQUENT AND REPAIR REPLACEMENT SH CU BE MADE PPOMFFLY AS NEEDED 5, BALES SHALL THnR L Pn49 so As ER RloceoR IMPEDE CHRIST FLOW OR AI V SILT FENCE DETAILS HRTLACTUR oa PPRO,ERDEQ UEAL 61 - _ = SCA7WF N�THFIL R� C O THE SIRATTACHED CH As ATM`E�oo MESH BAEKMM r,E,; ;2 A 6 =uE F � EDTPEHQ) 010 11-4 riJ ;BRA, L' J ATTACHING TWO SILT FENFILTL SECURELY CES—�' FASTENEDTO NIEDOMF HsvD TLEGIPENDUT MSTEOFTHE ° MATERIAL SEWHDFENCE O L`1 OF TRENCH ADD BUCH EXTEND EANCHORED DO—I—� MUST OF THE US MA ERI�µe�EeJBACKHLL FlERT RIIQ IO ROTATE WTH PESTES N I POSTS 2"OR S AHnoo'000 — —_ - - RUNOFF =-_- O -O [CLECI rt SURAL GULF THE FAA RICINTERIAL16 jY< PECIION OF RUNOFF WATERS ry QftW T fj gNNOIHEGnQ f� R¢ ay I APPROXIMATE �D` TRENCH ID BURT V;f P.trF.c,� _ EE, C� � r O x �z Q CIL US OSE lu p. o Det US All III a o >. US PRE RE W SUS N oO OFTo ±�o IS o AlA it ceo �Se �U Ga IN TOF u 0 WN FEE, rk d l F u U r� VIC D�L,WA Aw,Me rnTE )a�=rte. 3oua wn Hs. _BIS SI�[B®ETM\1BER V 1 ROCKNO OAF 5N EMB ASPHeLi SHINGLES Et NCE CEDA0.5HMGLF PIONEER OUTD000.5HOWER Y5 OPEC CLEAR CEDAR HIS IONA EASE, IRS BEEF CHIMNEY ALACI.EDSTONE OUPnoNECAPPHc RAKE DECYINe 5 414IRE 51DING HARDIEHINGIE PREPRIMEDREPVNTED FAILING TNIPp I ECH CASING NER4 AZD, PORCH CHILD IAs+cn TAG AIEA w'AZEK TPIn! CDPNDEP BOARDS 5APHA aH COLLILEU FERO TO 14 TO FREEZE BOARDS 5,418AZEF BII¢E VINYL, A>nDARD FRASAMA REFUSE SCREEN I NO _ _ -- ARAB - - - - - - W Lori 0 77. L�xLU - - - j' . .L IWJ EI 0a _ - I SEEI r -T 11 11 u� LlI ul I �- - —1_ f' III J7 - - _ - I T., -, �' LJLi , -i _� IIPI _ LIE� a PROPOSED SOUTH ELEVATION C'S z SCALE: 1/4" = 1' z t- 1 ------------------------------------ O ----- �r� ,I Ell — - - - I RISC - L - - LL. __ _ -_ - — --- -- — ------ ----- - - ----I h -- --- - _ L _ I i -- -- -- -- _- - L I - _ �',,� II r u - L ` `L I h U o 11"rF-li,-j -�l I iiiiiiiiii El Ill - I--- -1 _ . _ I 1 L -- - - 20 – —E Li -.I -- -- --i-f-�-I J -t 11r- -- - 3 x �f- f ED U J I � C _-I I 1 11 1 1 r I I � PROPOSED NORTH ELEVATION C" tv - 1 SCALE: 1/4n 1 ,s;,•. , e \IJ$ l / J y L 4 f4, $-,; y mrs slx�T SCALE 110"=1'T' PC JOB 9 L Jt ftr 16sa�"'A _ Iu1SHEE a15-- ` + SHEET MR.IRER� {�if � arm9" T r / i 4 PAINTER TO PRIME AND PAINT ALL WOR PLOT TO FIADITPIIJ CONTRPROPSHPLLNOTI FYA0.CHRECiOFpIJYDISCREPANCI[SB[TVF[N THE DMtl'INGS.THE flECIfICATI0IJ5.R:D iHEFIELD LIN DITIONS, ANDSHFLLSTOP EST CUPIFICATIONCE CPIGUVRF CONTRA CTO0.SHALL SEE IFYALL MANUFACTUREDITIONSPIECE :ITE INCLUDING HIRING ADD SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND ALVEPIALS AND REMEDY ALL DISCREPANCIES tl'ITH AINIFRCPRIOR TO THE COMLIEMCEDDLE OR CONTSEUATION OF UORR ALL GENE - iPAR00.SHALL 6ERC.POIJSIA¢FOR ALL BVIIDINGOEPepiLlElli lNfl[RIONS \ ROVOHFLECTRICPLVMBING.NDDHJLCERIIOR TO IVWUTUIGNDHEMPOCKINGEA A14D SHALL SECURE THE C,.I 0 PRIOR TO PEPPING FINAL PAR FLAT FROM OVN. ER$ U7 - [' PROPOSED EAST ELEVATION SCALE: 1/4" = 1' PROPOSED WEST ELEVATION SCALE: 1/4" = 1' ROOFING ART 50, ARE BATTLE SHIN GLE5 RAISE BEING HARDBE SHINGLE PRE PRIMED PRO PAINTED jall BIEL CEDAR SHINGLE ROOFINGCASEENT 5 414 ACDCORNIER FEARV5 DRX, BEENTREED PANELS NOLVOCANY CASHE, BRONZE SETTING ne TSG CAP CEDAR PATFURIO PRIMER :D FAINTRLLgOR NOTATE) MAINTAIN CONTPLCIOPSHALLNJTIFI'PRCHITECTOFANIDP.CPFFnNCIE5 RETAINED THE DRAWINGS THNSPFURIC-TIONS AND THE FIELD CONDITIONS, AND SHALL REOIIESTCLARRIC4TION BEFORE COMMENCING'S CRT CONT OTOR SHPLLYERIfY ILL GENERAL CO HRACTORTOCOOROINATE MEETINGGIITH OWNER: FORAPPROV4L OF ALL GENTALCONTRACTOR SHALL BE PETONSIPLE FOP ALL BUILDING DEPARTMENTR45PECTIONS MANUFACTURER 5 GREATLY AHD SHALL BE IIGPECTED TO C NICE ALL UORR DIMDSION5 FOR CONDITIONF AT JOB SITE, INCLLIO"IG ADDING AND SITE CHGRANCO FOR CARL fOF DBURMENT AND MATERIALS. AND REMEDP ALL DISCREPANCIES UN FH ARCHITECT PRIOR TO THIS OCAT ODEIAENT OP CONTIKUATIOT Of WORtt I ROUGH ELECTRIC CLEARING, AND HVAC PRIOR TO INSULATING AND SHEMSF CI LNG I RLD SHARE SECURE THE C at 0 PRIOR TO RECEPIING FINAL PAYMENT FROM OBEll IS rpll�,% •z^p, �• \9�T1,� J11oA�0�f IT RAILING TRIBERTECH o ,, R COLERIDGE D&I 14\14 TO LATTICE A ELSE. STANDARD PATFURIO PRIMER :D FAINTRLLgOR NOTATE) MAINTAIN CONTPLCIOPSHALLNJTIFI'PRCHITECTOFANIDP.CPFFnNCIE5 RETAINED THE DRAWINGS THNSPFURIC-TIONS AND THE FIELD CONDITIONS, AND SHALL REOIIESTCLARRIC4TION BEFORE COMMENCING'S CRT CONT OTOR SHPLLYERIfY ILL GENERAL CO HRACTORTOCOOROINATE MEETINGGIITH OWNER: FORAPPROV4L OF ALL GENTALCONTRACTOR SHALL BE PETONSIPLE FOP ALL BUILDING DEPARTMENTR45PECTIONS MANUFACTURER 5 GREATLY AHD SHALL BE IIGPECTED TO C NICE ALL UORR DIMDSION5 FOR CONDITIONF AT JOB SITE, INCLLIO"IG ADDING AND SITE CHGRANCO FOR CARL fOF DBURMENT AND MATERIALS. AND REMEDP ALL DISCREPANCIES UN FH ARCHITECT PRIOR TO THIS OCAT ODEIAENT OP CONTIKUATIOT Of WORtt I ROUGH ELECTRIC CLEARING, AND HVAC PRIOR TO INSULATING AND SHEMSF CI LNG I RLD SHARE SECURE THE C at 0 PRIOR TO RECEPIING FINAL PAYMENT FROM OBEll IS rpll�,% •z^p, �• \9�T1,� J11oA�0�f EEO IT o ,, R C W mry�� 5s° 4yy �f G� EEO 30"X30"X12"CONC FTG REINFORCEDw/ -A- 5X5XI/4 TUBE STEEL w/]X]BASE PLATE , (3) #5 REBAR EACH WAY (II"OC) 48"X48"X12" CONE. FTG., REINFORCED w/ -P- 5X5XI/4 TUBE STEELw/]X]BASE PLATE (4) #5 REPAIR EACH WAY (13 OC) 66"X66"XI2"CONC FTC, REINFORCED w/ -C- SXSXI/4 TUBE STEEL w/]X]BASE PLATE (]) ##5 REPAIR EACH WAY (9"OC) ) 1E. Luo POSTIONEo to - HE M ARBLE EET THE CONTROL I RECALL SMOKE AID CO DEFECATING PER CODE ODC HOULD BE 140 LESS THAN ONE THE OBATHICRD;T"F°°EE ---------- ]'-U,,:' --u " I J ,DINT PP.CBI, FOR AII DOLE TH N1. EE uM HICK I y�---.---.-.---.--n--av-CHEEK us 'REIURTH n--it- (ti w m TOOT Em mcn3 STEEL �,1•�9g' ^A il• -ur IS Ir COLUMN _j ---- - - - -- - - R16:£-- '..:.. IECCT ,. Q 'n CAwr[R'ro vRlna •rvD PnIMnEDooR mca'To nPaNTnw coNrrncroR Snnw BOUT ANCHITECTAEnrvv DECREMmOES RETV6ENTHEDRAw DO; THESPECIFIUnow, AND THE HELD C@:DITIANP,AND STATE POLETFCUFlHCAT1ON BEFORE Cor Nlo IDrwV"OR) _ CONTRACTOR SVAEVFrm ALL cENEMGcoNMCTORT000ORDINATE MEETROWELD OWNERS FOR nvvaovnLWAL cENERIG CONTRACTOR CHASE RE RESPONSIBLE FOR ALL BUILDING DE➢nan IFNI rcnrna �e'aa MANUFACTURERSWARRNTYAND SI PIT REINSPECTED TO VERPr ALL ANDRE Du1EMICTOWD OArmEF GES ATUOB PDE, waUDING BLEARED AND STP CLEARANCES FOR DEOVBr OFEQUIPMENT AND DISTRITS.Rro BG1ERSAL DECREPANCES WILL ARCHIE7 PRIORTO THE COFMENCEMLT OR mNRLVATgN O 1".. 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IS,N) IFEAR ' I oN T R _ am g> , FES AS \F y c P: • Ma-M"H - L`7�4� CRISIS COLUMNS AND FOOTINGS Am CHEEKSCInus mv¢nU _ UTILITY ROOM 30"X30"X12"CONC FTG REINFORCEDw/ -A- 5X5XI/4 TUBE STEEL w/]X]BASE PLATE , (3) #5 REBAR EACH WAY (II"OC) 48"X48"X12" CONE. FTG., REINFORCED w/ -P- 5X5XI/4 TUBE STEELw/]X]BASE PLATE (4) #5 REPAIR EACH WAY (13 OC) 66"X66"XI2"CONC FTC, REINFORCED w/ -C- SXSXI/4 TUBE STEEL w/]X]BASE PLATE (]) ##5 REPAIR EACH WAY (9"OC) Am CHEEKSCInus mv¢nU _ UTILITY ROOM FOUNDATION -PLANE PROJECT NORTH SCALE: 1/4" = 1' O Illy;t;yep* THICK RETOV norIlWOP:EDAS PET AT Y -D' SAES OVER C, P A TEX TERMITE SHIELD AID ATE' WOOD -I FJ IXTERFOR U RD �BR LEDGER BOARD TO BE FASTENDED OF ODE WITHT AECARF NCLU ownPPRDDreO AS CrRNvs rvsrxaKTvremP Rsrx TeaaEE smrm AnD ronn)oR RESIDENTIAL CODrASITwRrRouscoATluc DRESSINESS SILL wsxE. TO BUILDING WITH TIMBERLOK® IF COUNCILLORS TO IT ISCE 24 IRS! -RETEAT rEw'A, FOQTINc DE5,e' DIA ANCHOR LOTS roO C AIDV'Ira of PERI SELF-COUNTERSIN KING SCREWS NTa PROS RR SPLICED ,OWTI SECTOR BOLTS ARE TO HAVE A (p2) 2T PERT ON DNDITRUSTED POLL, MIrv�;° I`ESSEXANSC�,FIC 6E„TT 17-UttOTTED TO DMEXATINTO ES THTHE CONCRSQUTE wu�aNCHORAND ' BOLT ARE TO BY OLYMPIC MANUFACTURING CUTE 3L FOUNDATION STAR TO BE T JTHrK ELECT, CONCRETE OH camACTEDFILL (2 SCREWS @ 32” O.C.) PROALL11' EXPANSION JOINT DDRECALA HERE FOR fAEEUqFD1GNElI .I CAUSE TO rLOOR:oIsa UNDER OOSEBERRES ABOVE PROODE W10X30 STEEL RAPID COLVMNSMUTe"OBEe4a EDOvr ANDuourm FRoelwE BLOCKING AT R D O C ADD PROFIT � _ SHOULD BE PALACE ._____ LMME „ ^' ) 1E. Luo POSTIONEo to - HE M ARBLE EET THE CONTROL I RECALL SMOKE AID CO DEFECATING PER CODE ODC HOULD BE 140 LESS THAN ONE THE OBATHICRD;T"F°°EE ._ LICEp I'ABER. ]'-U,,:' DEPTH'NICH LAESTo EQUAL, " I J ,DINT PP.CBI, FOR AII DOLE TH N1. EE uM HICK I l^BScµ-iz\'e 'REIURTH (ti w m TOOT STEEL �,1•�9g' ^A il• -ur COLUMN _j ---- - - - -- - - R16:£-- - '..:.. IECCT ,. 'n CAwr[R'ro vRlna •rvD PnIMnEDooR mca'To nPaNTnw coNrrncroR Snnw BOUT ANCHITECTAEnrvv DECREMmOES RETV6ENTHEDRAw DO; THESPECIFIUnow, AND THE HELD C@:DITIANP,AND STATE POLETFCUFlHCAT1ON BEFORE Cor Nlo IDrwV"OR) _ CONTRACTOR SVAEVFrm ALL cENEMGcoNMCTORT000ORDINATE MEETROWELD OWNERS FOR nvvaovnLWAL cENERIG CONTRACTOR CHASE RE RESPONSIBLE FOR ALL BUILDING DE➢nan IFNI rcnrna MANUFACTURERSWARRNTYAND SI PIT REINSPECTED TO VERPr ALL ANDRE Du1EMICTOWD OArmEF GES ATUOB PDE, waUDING BLEARED AND STP CLEARANCES FOR DEOVBr OFEQUIPMENT AND DISTRITS.Rro BG1ERSAL DECREPANCES WILL ARCHIE7 PRIORTO THE COFMENCEMLT OR mNRLVATgN O 1".. 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TO BUILDING WITH TIMBERLOK® IF COUNCILLORS TO IT ISCE 24 IRS! -RETEAT rEw'A, FOQTINc DE5,e' DIA ANCHOR LOTS roO C AIDV'Ira of PERI SELF-COUNTERSIN KING SCREWS NTa PROS RR SPLICED ,OWTI SECTOR BOLTS ARE TO HAVE A (p2) 2T PERT ON DNDITRUSTED POLL, MIrv�;° I`ESSEXANSC�,FIC 6E„TT 17-UttOTTED TO DMEXATINTO ES THTHE CONCRSQUTE wu�aNCHORAND ' BOLT ARE TO BY OLYMPIC MANUFACTURING CUTE 3L FOUNDATION STAR TO BE T JTHrK ELECT, CONCRETE OH camACTEDFILL (2 SCREWS @ 32” O.C.) PROALL11' EXPANSION JOINT DDRECALA HERE FOR fAEEUqFD1GNElI .I CAUSE TO rLOOR:oIsa UNDER OOSEBERRES ABOVE PROODE W10X30 STEEL Evi ]ONEW Z Q 4L Q O F / ❑ o CEP o QI ❑ a Rl J E vi [F -- W ._ u N OC PEb MAN C '20 FIF n F C Ell utU n�& "c 6£ E' U G WO H � F U� z DR1NT pIH,MS 'ALL TACIT ROI UIC IS. ICE RJEETNUMBEA A-3 RAPID COLVMNSMUTe"OBEe4a EDOvr ANDuourm FRoelwE BLOCKING AT R D O C ADD PROFIT GIRDER _ SHOULD BE PALACE Luo POSTIONEo to - HE M ARBLE EET THE CONTROL I RECALL SMOKE AID CO DEFECATING PER CODE ODC HOULD BE 140 LESS THAN ONE THE OBATHICRD;T"F°°EE ._ LICEp I'ABER. DEPTH'NICH LAESTo EQUAL, ,DINT PP.CBI, FOR AII DOLE TH N1. EE uM HICK I l^BScµ-iz\'e 'REIURTH (ti w m STEEL �,1•�9g' ^A il• COLUMN _j ry 'n<'E 2233 yao. °p Hill CAwr[R'ro vRlna •rvD PnIMnEDooR mca'To nPaNTnw coNrrncroR Snnw BOUT ANCHITECTAEnrvv DECREMmOES RETV6ENTHEDRAw DO; THESPECIFIUnow, AND THE HELD C@:DITIANP,AND STATE POLETFCUFlHCAT1ON BEFORE Cor Nlo IDrwV"OR) _ CONTRACTOR SVAEVFrm ALL cENEMGcoNMCTORT000ORDINATE MEETROWELD OWNERS FOR nvvaovnLWAL cENERIG CONTRACTOR CHASE RE RESPONSIBLE FOR ALL BUILDING DE➢nan IFNI rcnrna MANUFACTURERSWARRNTYAND SI PIT REINSPECTED TO VERPr ALL ANDRE Du1EMICTOWD OArmEF GES ATUOB PDE, waUDING BLEARED AND STP CLEARANCES FOR DEOVBr OFEQUIPMENT AND DISTRITS.Rro BG1ERSAL DECREPANCES WILL ARCHIE7 PRIORTO THE COFMENCEMLT OR mNRLVATgN O 1".. R0V4HEL.1"PLUMBwc nNDnvnc CORSETS RrvsuuTMwrvO SHEUNREDDO nrvDrWESECURE THE CArAPCRaRrD R[c[rvTC HNnE Cnn PEr.T ERonP OU'NEPs Evi ]ONEW Z Q 4L Q O F / ❑ o CEP o QI ❑ a Rl J E vi [F -- W ._ u N OC PEb MAN C '20 FIF n F C Ell utU n�& "c 6£ E' U G WO H � F U� z DR1NT pIH,MS 'ALL TACIT ROI UIC IS. ICE RJEETNUMBEA A-3 MUD ROOM STAIR ENTRY STAIR ENTRY STAIR EAST -WEST EAST -WEST NORTHSOUTH NAMEAREA INTO 1 2 PATH No 1 C2 BA FIT N, 2 KITCHEN LEON DRY ROOM LIVING SPACE 2463.8 sq R. SCREENED -IN PORCH 2920sq ft GARAGE SPACE 1591.3 sq. ft 1ST. FLOOR PLAN SCALE: 1/4" = P PROVIDE � 2)10 LOST HEARERS OVER -tLOPOINARS REUSE (RTNEPV 15E NOTED ALL OPENIRDS OVER I FT TO HAVE 2 JACK FLUIDS ON BEAT SIDE OF CIVICS, PROVIDE 3 JACK STEED CN EACH 51DE FOR E PROJECT NORTH 6) ALL E%T5P PER ORADI rJGS TO HAVE DESIGN PRESSURE pPUR a AD u' HERE APPLICABLE PROVIDE DEB I I -PROTECTION PAT ELF WITH EPAENIHG IT %RWA RE PEREA lING NND D 4 A WALD ET R 3E ALL CL EkSCP D IUTETTEE LH IPa4 All, AT PI9 OPINE IT, I INTO 1 2 PATH No 1 C2 BA FIT N, 2 KITCHEN LEON DRY ROOM AWDPOO'A PANJ BEHIND ROOM, LIVING ERUPTS ZONE No 2 MAUTERATH ZONE No 4 RECREATION ROOM MASTER BATH 3 6' IT �I+ 6'r3'S4A TV _ Int=RIGH E PROJECT NORTH 6) ALL E%T5P PER ORADI rJGS TO HAVE DESIGN PRESSURE pPUR a AD u' HERE APPLICABLE PROVIDE DEB I I -PROTECTION PAT ELF WITH EPAENIHG IT %RWA RE PEREA lING NND D 4 A WALD ET R 3E ALL CL EkSCP D IUTETTEE LH IPa4 All, AT PI9 OPINE IT, I INTO 1 2 PATH No 1 C2 BA FIT N, 2 KITCHEN LEON DRY ROOM AWDPOO'A PANJ BEHIND ROOM, LIVING ERUPTS ZONE No 2 MAUTERATH ZONE No 4 RECREATION ROOM O MASTER BEDROOM SOUND WALLLSf TC 551 DfTVDS ±a'OCJ'ITH tv6 TCP An'D BOTTOnI (OT -324-2266 NtPh%vvwRPunJAnA=m PIPTES pOV BEF VV ER TYPE -x pRV\fnLLiACH SIDE x CEO SNC `IY MASTER BEDROOM C (L T aN TO PLO IPART, TTE P RPDo, . L p C NECTOFA:I/NSC EPANCIEI BFIR LEN THEDRRRPwcs THEITECHKATIONE AN D EHRU PEODMCEAIOHCATION SErOPECOMMENCRE R)OPR CONTRACTOR ;HALLVEPu} ALL ucTOR,o moaowA,E mEE TI ~� PAIN,ERTOPRII.,LANDPAINTALLDWLLREtN TO M BORDENRCCTEDTOVI COrIENSiOR AND E THE FIELD nH POURCH ECONT NO WITHOV,NTRi TOR nPPP OVAL VT .II AND ALL SECURE 10 PRIOR TO ALL BOWIE DEPART LNr INiPECTIONi r +MNUEACTu"ens w.Ru,leTr AND SHeu RE lNromrfiD TO Vlwsvnu woRrc DunonlOrvsnrvl mrvomow AT loa aTe.waupwz Bmmu+e ADD erE aTArwnce wP DEuv:Rr IF EQUIPMENT uID nnTewnlc AND R:wepv nu Dra ePANaEIAmH nxcnrrecT PRIOR:O mLcomMLNcu.IHH onwmlNunvoN OP WORK noucH ELECTRIC PLUMPING, AND HVAC PRIOR TO wsvan,ue AND snEETPocmuc AND snnu secuPE rHEc 10 PRIOR TO Rearvn:c rwnl. Pnv reNr lPom oWNeas LOT DNS W F� W ¢ W ° O F O a aS> W O ZEEz �F W xm N Go I� z O a ~H` �v �E4 �q vZ ".aE z° PC 0 4 IT Ev SIR �E3 EmilLEE ED) �H U V O UPADa N C UAD Y 6 D PAVAN BEHINDS SC ue 114'=o V' ,OB solu9, :115 SHELF NURIBCR A4 I I I � I I I I \ I � I I j c I I � I — ALTERNATE BATH , NBAPUFACTJR FLLWnWANn u«DSHALL a�vroECTEo.ovE NAME AREA 2ND, FLOOR PLAN OPR03ECT NORTH ARD E AtIDATE EiJLQlGLNTH IF PART LNINOWACE24056sq i[ 'PRO1'PERno cE POP ArwLusn'ns SCALE: 1/4" = 1' D EI ENTEPIDRSHPAT R4,TOPE5G TENN FIRCEO LOVOCID 41 rROOD"-o'.e DUA IEMBREE OF'RAU OPENING' UNLESS TEVA ENOALonNucsovERsn TO H•vEzl•CRzruos ONEACH DIDE OF l rvfnF p, iINC PROVIDE i JACK, SELLS ON EACH SIDE FOR MUCCOURA ALL EXTERIOR OPENINGS TO HAVE DESIGN PPEsswE UPEPADVWEn HE s1 NAMED ARE PROVIDE TUNDRA HAVE IMPACT FALiuly n LISTENING ALL ULU RE TO BE PROVIDED \.YTH-' E DOLNUOPos uSDTAn BE ;I41O z rE eA R,q � Tr lVRAND IRITMDR WMA _Na WALNAT PIv ME 81 sEcrlo sroLee anoIinEe w.0 qu AIR5 FEcUMAMENRnCF NFEATILIT4 AND IINUUTIOID ACO PBOVmL I.1,zTL Ice FOA.' DRULATION1,I) FROM lOR WALL USER INTO HOUSE ON CATHE AL ROOF TS FI ALov=us ANDCNURC5TOREPRO%IVEDu'ITH5a DEDTD ICK e AUDI 15 To HAVE MOISTURE RESISTANT RIEEFROCM In, 1 URGER 4ID CO DETECrOD REP CODE iN BEEN NEEDS TO BE DETERMINED IN FIELD V D It O'NNES Ii1rC[1{UJS1 ZONE C. 1 PLAN 1/2 RITH N. 1 112 PATH N. 2 MURDER END PCOPA ZONE NG B FORT, STAR HALL BEARCOM D. 2, TURNED I BY 2, ZONE HAS 4 RECREATION ROOM CONTRACTOR SHAL1mOTN' ARCHITECT OF ANY DeCREPINIPES PRINCIPLE THE DRAWCICs TIESRECInce➢ON , ANDTHE LIEN CONDITIONS, AND SHALL REQUEST COORDINATION RUCPECOMMHICDIG WORM. CONTRACTOR SHALLVERIFS ALLCRUDE CONTRACTOR TO C(LOODINATE I flEMENG WERH PASS NET FOR APPROVAL OF �F I CAPILEALCONTRACYPOR SHALL RE RETEMNATRU FOR ALL PUTTING DEPARTMENT INAPECTIOND nIm[NAQNS AND CONDITONSATTOR SHE INCLUDING BUILDING AND ARE CLEARANCES FOR DEUVED OF EQUIPMENT AND MARRIAH ADD BOARDS ALL DvcRLPANI u'ITH ABETTED PRIOR TO THE COL INUREMENT OR CONTINunTON OFPOarc M UCH ELECTRIC PREPARING AND FRAC PRIOR TO INSULATING AND 511TL@OCFnO D C uu LCURETNE CO FO PROP TO DECLINING ENALVAMENT ENTER DEAVER Ia J I PA IT 1. h;" IR,e 4� I . ,� �i. / ® -- -" AT marroft Hion"T TO WALL 12 Lar nP, rT� r:—'� i ,Ipp;I rD�aD ,RrncHT �. ! ' , �EI_"n DF.,I I mEan� AAS 'II !'I IR OF ie-----. ''- -- ai AT 3i i=Y IIrA D SET ISEI I I I I He TA 14 TIRE I I I I RIDGEI I 3,Ad ME RIDGE A HE 1r LAS A- la; A AD \ , ! CA , y ID II As n'BEALRE u'WINDOw 1 4 I AA �O I � nP, rT� r:—'� i ,Ipp;I rD�aD ,RrncHT �. ! ' , �EI_"n DF.,I I mEan� AAS 'II !'I IR OF ie-----. ''- -- ai AT 3i i=Y IIrA D SET ISEI I I I I He TA 14 TIRE I I I I RIDGEI I 3,Ad ME RIDGE A HE 1r LAS A- la; A AD \ , ! CA , y ID II As n'BEALRE u'WINDOw 1 4 I HAS I AA �O n lH,rnun«DFLUCCHInanEe•T+R• OC FI is E/.WATSVRAPPIEPTOREaEvwnu.vnlLIE,n:m IIITEa5CTIorv: 0 ROOF AREA 3907 5 50. FT V uIrH ROAD AND DE waLL• mPl<Au Ed IN x AS Q a IF ALL PLATES SHALL BOLTED "Da.wL„II:I=ED C o G 1110 ITS 11 ITACTER I”' IN' NOT °x AFTESS AS PIT FOP CREEP IN APPLICANTS I'm CIA HANSTEA00, A SO THE DEAN ED PAT WITH ATO TENCrER,FUTER, ,u scnEwzanrla u.e afar Ar Encn RnFTER NITON VtrL DAn rHEArnwc a4 R00_ F PLAN AT 100% WATER RUNOFF 653 CU FT HBO IPLluoDON MET III DRY AND PRIOR T III ro LEFRITH S ARID an a, APlLA III PIP GE 5Et ATHn,c OVER voRS FRAME FN of THE PIDYCOVEkWITHHE`u SCALE: 1/4"=1r R CULTURE SEARCH UPLACENSIOSTELP's 171 11 TISTAREARTUALL ANSI I'll, ,DtiTrTAPPDNTILAIPODHNCII PROVIDE (4)&DIA X 4' DEEP DRYWELLS 4, nvvLrmEr•Lnvic EvcEorANruNDRnuvAmecRnRE EocEsnrvO COMPLETE Diafcnr rcmE vfc, Atorvc E°TFS 676 CU FT, s,412 of ImAPEAsuy ROOFING PEcnivo�-mrzwcLQ14b Ivoorwaemun.rzcnucEsrPL nr DCOATED)TI.AHDrAEAN11rOPEN 12GUNGENRRIHAT E PROJECT NORTH DRYWELLS CAPACITY ORFELT al R17CHFAR SERYAnnvvoonUC deco EEss aoor rixHus acEsa'ArERenawfaurvevlAEMENT LE•n aPDIAnuNEST lc OETOBEFLU'HuTELnaoucHPLTINGRCT iv 6E fLVSH N'rtH SHIH4LE56Vi KOi LIITO AT ICE& V STAR BRANDS TO E USED IN ALL V ALLIES AND IIDERiECTICPR CULTS SSHINCLE[ VP FACENAI�ARS NIIII 4DHROOEAID,IDCIALLSAT IPn 6 Sri STANDARD s' HAS I AA �O PIS DEC - 0 Y CdZ V x Ed IN x AS Q a w C o G 1110 ITS 11 ITACTER I”' IN' NOT °x AFTESS AS PIT FOP CREEP IN APPLICANTS I'm CIA HANSTEA00, A SO THE DEAN ED PAT E 3 a4 SIT J111r, HBO COAL NECTION A 'TIES IT ,�,,,I,i,llrIl�PRODL.73MoILCO R CULTURE SEARCH UPLACENSIOSTELP's 171 11 TISTAREARTUALL ANSI I'll, \w III/y/� PDT - L JnDP 'LET P, UNCANNY, HE A ALL CALL El VALTHINK WDRYWELLS HOTESWindow name comes aboula match window radius Framewbemade2zerwlN3i thinkplywooe euvedmsecurleyonbottlsldes Window blame mounted In place between mitertrimmers Pr ide TO BE 10' MM bmong as needed Rafters for eyeow to be at 12" D c 20 gauge strapping to be attached over all AY FROM HOUSE mhrsettig areas Use2layers of t/4" AC fir plywoodareal over carved rafters (Plyvmod should be moral into 16' witle ships for easier lnstallatlon) Stagger all]ould between layers Plywdtro be fastened to rakers with 1-1/2" (min ) stainless steel svews at B" ran , Use Ice and Water barter as mot underlayment Underlayment sbomd continue up t0 mof plane Overlap underlarvarr so water travels In a downward dnerxien Tnm out eyebmar warn clear cedar, primed or sealed on an oor 4 sides pto installation Insulate rafters with rigid foam board with foil on both amen PONTER ALL DEALER FACES TO MVNraaN - LIN A ARCH nttT or AN) DI,CREP• CCITT B t EM rH L DRAW i HAS, IN F ST EC ICATi UP AT m TH E HEED CONDITION S AN D SHALL RFcu EST Chun CA LEON a EFOP E DOE aMENa rvc V'ORI:. CONTRACTOR LVERT R nit MAN UFn Ouv FR5 Aaae Ntt AND SHALL aE IN SPECTER 70 VIP Ir 0 ALL WOaR .nrtions AT IO631TE I ALI DI FIT 8 UIRDENG AND SITE CIFARANm FOR I DONE 0 1 FOVI PMn IT Alm M• TER Is B ANS P COADE, ALL DRATER EPANC 15 WITH ARCHIATioN or Vam, ROOFING FASCIA 1X8 RAKE DETAIL SCALE: 1-1/2" = It -0" 5 FASCIA BOARD WFIT SOFFIT DETAIL SCALE: V = VERV ALL IT• LL R E P rS PON,i msraxETHE< f 0 Pnion TO a W4 AA �O PIS DEC - 0 Y CdZ V x Ed IN x AS Q a w C o G a °x AFTESS PAT E 3 a4 0 1100 L JnDP 'LET P, UNCANNY, HE A ALL CALL El VALTHINK WDRYWELLS HOTESWindow name comes aboula match window radius Framewbemade2zerwlN3i thinkplywooe euvedmsecurleyonbottlsldes Window blame mounted In place between mitertrimmers Pr ide TO BE 10' MM bmong as needed Rafters for eyeow to be at 12" D c 20 gauge strapping to be attached over all AY FROM HOUSE mhrsettig areas Use2layers of t/4" AC fir plywoodareal over carved rafters (Plyvmod should be moral into 16' witle ships for easier lnstallatlon) Stagger all]ould between layers Plywdtro be fastened to rakers with 1-1/2" (min ) stainless steel svews at B" ran , Use Ice and Water barter as mot underlayment Underlayment sbomd continue up t0 mof plane Overlap underlarvarr so water travels In a downward dnerxien Tnm out eyebmar warn clear cedar, primed or sealed on an oor 4 sides pto installation Insulate rafters with rigid foam board with foil on both amen PONTER ALL DEALER FACES TO MVNraaN - LIN A ARCH nttT or AN) DI,CREP• CCITT B t EM rH L DRAW i HAS, IN F ST EC ICATi UP AT m TH E HEED CONDITION S AN D SHALL RFcu EST Chun CA LEON a EFOP E DOE aMENa rvc V'ORI:. CONTRACTOR LVERT R nit MAN UFn Ouv FR5 Aaae Ntt AND SHALL aE IN SPECTER 70 VIP Ir 0 ALL WOaR .nrtions AT IO631TE I ALI DI FIT 8 UIRDENG AND SITE CIFARANm FOR I DONE 0 1 FOVI PMn IT Alm M• TER Is B ANS P COADE, ALL DRATER EPANC 15 WITH ARCHIATioN or Vam, ROOFING FASCIA 1X8 RAKE DETAIL SCALE: 1-1/2" = It -0" 5 FASCIA BOARD WFIT SOFFIT DETAIL SCALE: V = VERV ALL IT• LL R E P rS PON,i msraxETHE< f 0 Pnion TO a W4 AA �O PIS DEC - 0 Y CdZ V x Ed IN x AS Q a w C o G a °x AFTESS PAT E 3 0 AA �O PIS DEC - M Y CdZ V 40 Ed IN x AS N CIA zAS o0 I./ G AFEA oAT LET l LEE U DOEFil0 rWy' F Mid 'N' 3 LED U � z A,,,,6 AA �O PIS N ON FE EZ M GET TA �'z CIA zAS rt5 c ED I fiAT t? AFTESS rl E 3 a4 LET l LEE U DOEFil0 rWy' F Mid 'N' 3 LED U � z A,,,,6 Stairs StairA DETAIL No. 2 121 1 199iE F COFFERED CEILING DETAIL NOTE n TRIVAVDAI BE BVHUDSON RIVER NIW OR APPR OV ED[ QUAL BE DO NOT SPLICE BE TPLN TO BE NAILED AWAY Ic wcHAS, IDucwoER mu3H NAILS FAIR FILLED IN WITH JI Mrtfa CgOSOFT, nl[Ps CLUEANDPUP IN LEEN NAIL: 14 THI�KRITCH --- 1, 4 CA H SOVIET T IRA BUNCH CLEAT SHELF LEASING VIDES & ASSET V'T0 TOP OF ARE Ul ED TURNS TYPICAL CLOSET SHELVING O'Keefe Room Finish Schedule 7-I.4 Necl, Base ARE/ LA" CHI I G}Inonl Board i -I /4 Hert Bare 314 THAR BIRCH coaeBare G asnm Board7-I A Keck BasC\m134 STAR INC (n plum Bond Gypsmn Board GEDIsum Board 7-L4 Keck Bax e^i!ASIA C 7 1/41A•eCk BOK \5 b' COVe 7114 Neck Ba se Sc COT e DC F LOCH) 7-L4Neck Baeeel^-:'aove NAIL HEADS FOR FILLING, EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECEIVE Gypsum Bomd 7-1 4 N"k Bme\AI'4 IT une I OR, INSURER Bomd 7-1'4 Ncck Rase 7-114N i5 ase Neck B w/'4" NY/ CITY e 1 15K DIA - 7-b4 NaCIA Ham e/ ):' cove GvIpRu n Bomd CONCEALED FASTENERS AND BLIND NAIL AS REQUIRED TO PROVIDE A RIGID FIT COLD b). ADJUST AND LUBRICATE CASEWORK HARDWARE FOR PROPER INSTALLATION 4) WORK (WHAND RE a) COORDINASTIC TTEDE VERT AND LOCATIONS OF OPENINGS FOR FIXTURES LOCATIONS a) COORDINATE AND VERIFY SS. F WITH ACTUAL FIXTURE SIZES. FORM INSIDE CORNERS TOA RADIUS OF NOT LESS 'SIDES A PACE I CRACKS. SEA TO TOR OF TRUSTILE TS2030 5IN15HED FLOOD I ARTS BEDROOM DECLARE TO I ED TYPICAL CLOSET SHELVING O'Keefe Room Finish Schedule 7-I.4 Necl, Base ARE/ LA" CHI I G}Inonl Board i -I /4 Hert Bare o'Ni coaeBare G asnm Board7-I A Keck BasC\m134 USE ONLY 1 PIECE LESS THAN THE MAXIMUM LENGTH AVAILABLE IN ANY STRAIGHT CUI (n plum Bond Gypsmn Board GEDIsum Board 7-L4 Keck Bax e^i!ASIA C 7 1/41A•eCk BOK \5 b' COVe 7114 Neck Ba se Sc COT e GYpram EACH 7-L4Neck Baeeel^-:'aove NAIL HEADS FOR FILLING, EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECEIVE Gypsum Bomd 7-1 4 N"k Bme\AI'4 une I OR, INSURER Bomd 7-1'4 Ncck Rase 7-114N i5 ase Neck B w/'4" NY/ CITY e IS IR (FEE SUN BUD Gs sum Board I P 7-b4 NaCIA Ham e/ ):' cove GvIpRu n Bomd 7-1,4 Neck Base As, "i"SAO I GP>mn Board Sc' Banc BnA'e BE 1 3-1,Bcadcd CAB AS 1-0,8" Back hand �? I r2" Beaded ('A, AW I -1/k" Back barrJ 3-L^_" Beaded Cs^. \\) 1-1 S Back band ?-V^_" Beaded Csg s^ 1-]'S" Racl: band 3-1 ^_ Beaded Csg As 1-118" Bach and 3-12 Readcd CBS,. R' I-Ii8'Back band _ 3-II2 * headed Csg MA 1-1'8" Back Land _- 3-P2' Beaded CCg \F' 1-1 B" Back band 341 Beaded Csg SA! 1-11 B" Backhand 3-112 Beaded Cse R.' -1 '8 Back band— _ 3-1'?" Beaded CRIC n" I -L S" Back hand 3-11_' Beaded Cse S4. 1-I, S Back hand 3-112" Beaded Cs • Sir 1 -LS Back band IC"Pleaded CSD m'1-19 Back band 3-H2" BCaded Cs 5 w1 I -I B" Back hand 34 2" Beaded Cs • SEE 14/8' Rack band 3-112' Beaded Cs^. Sv' 1-118" Back band 5 Ivo Cl Cedar -_--�� 13-1/" Beaded Csu AS 14 8' Back hand -111" Beaded Csg \Y ]-ll8" Rack band ll" Bcadcd Csu ASI I-1'8" Back hand 34'2' Beaded Cs • \e1 1-1'8" Back hand _1 3-1,12' Beaded Csg SRI I -I/8" Back band_ _ 3-1/2Beaded 6g ME 1-1'8'HaAk band 3�ded Cag \S,' I-1'8" Back hand 3-1,'2' Beaded Cs•• wl- 8" Back hand- - 3-1/2' Beaded Csg A%I hV8"Baekband 3-1f2' Beaded C RES W/ 1-1/8' Back band 3-1/2' Beaded Cs• M 1-1 CK' band 3-112' Beaded Csg SA;' 1-1/8" Backhand - - - -3-1 E_T' Beaded CPS P1 1-119" Back b.md -- 3-12' Bedded Cs'• \v 1-118" Back band ?-L2 Resiled Cag w11-118' Back band 3-V]' Beaded CALL SN 1-1 OF hack IT End Ceiling: Treatment: liypsum Board Board 4-1 is" ClITSELF Gypsum Board 4-1']`Clown G)PSID11 Board 1 4-1/2"CHLI dJ"h Beaded B,aded 41f h nitI TIES - LD IT sahAWA Elle INTERIOR TRIM NOTES: EXECUTION: AI EXAMINE SUBSTRATE. APPEAL AND WITH APPLICATOR PRESENT FOR COMPIUnCVETHRQUIRMEpas FOR AwrAPPUCATON COMPLY OR OF EFEE E n PROCEED ADD PAINT APRUCATION NEV RETAIL UNSATISFACTORY CONDUCT PAINT ARE EI START OF PAINTING WILL BE CO7RCUEDECEIVINAS APPLICATOP'S-ACCEPTANCE OfVD E) 1) TOL N OTHER OF UORR p RCOT TATTILIFTESE OF EV HE INVTOTAL HAD ASSET IFPRIMERSOARIOUS PROSFEARIUCE 4CTERISTIC OF Fa41SH MATERPR" O EEN5URE USE OPOVE ATIBLE SEIARLE CI TESTIFY ARCHITECT ABOUT ROTE. PRIMED RYANTICIPATED PPOOLEVE S' HEN USING TIE MATERIALS APPLICATION;BS! A) CF1VVLFACFETPrOvnwETEo ECIFIEDBIro P4FOPBxPFrnOla ANGACCEnANCE a CooeoTRANC N OF"VOR PE, 1EW OTHER SECTION INV'e1CH PRIMERS ARE PROVIDED TO RNOL[SSTRE COMPATILLITS OF FURIIIMINFOR11ATIONECNCHLAMCTE0.15TBEEFED I RICSOFFNIEryVARIOUS 65TRATEAS OIL BM SURE FAR OF COMPAURBLE PRIMERS CS REMOVE HARDWARE AND HERDWARE ARABI LICH ENG SIMILAR LEAD ALREADY 40.ENOTRPAINTED ALIS ACT BATTLES SURFALE-BEE PROTECTION CARDS 5ORWfl4HPAR THE ITEM, vN0\'JOE SURFACE eppOEO VROTERION BEFORE IDRFA<E PREPARATION AND Area Car BPLEFam PAINING OPERATIONS B) a•CH SPAS OR AREA REINSTALL OI REMOVED WORKERS SNLLED N THE TRADE NVOMED SUPwCE TOIMIJPPETAP EDINC F@5V'RrtFENIJSPPnRIONSFOPACEST RE PAI IAES-rrORDnacPE DIT1074 ADD AS CPECIFIED PE 2, CEEMENTITICELUMATEREEZ EQUERSOcuDiEHECEoa AND °MIREFFLORESCENT SEALERS SEDTOIMPROVE CURING USE M[E1AN1 ALMITHODSOF HPEEKS CLEAN SURFACES OF DIRT OR AND OTHER FORRICH UJIDDNCE; WITH - REQUIRED SAND SURFACED PC SED T � VIEW SMOOTH AND DUST FF x F 4rtE SH LLAX OR OTHER PECOR a OREEHDEU I NCHE'V ER BEFORE APPLE ING OUT PLITTLOP PLA�.0 ADVERSE ViNc NuH FILLEDLAND DRIED In PIpERFECNONsN HIDSH SGRFA<R A PRIME. START OR SEAT WOOD TO BE PRINTED IMMEDIATELY ON DELIVERY HTIREMAGAENDCFACEq a ISETROLDEO ELING UNDEPqIDES,QtDBUIFw nuvN VABO, IHCW DIHc FA CLI BA 1IE{Ic oN TUTORED PARTITIONS WHERE MASAI Rusiw, OR K SIDE A) OE WITH A HEAVY SEAL OFSv RNISH oR 5EVER I IMETAPTLLY oN TELLS CRY THER BE RE WALL CONSTRUCT[ CRT OCCURS ON THE 0 FE EMEDRT.LOOSEMELLSCALE,ANDOHER.ARENIT SUBSTANCES USE 50LI IITT OR S [CHANICAL FEST NG METHODS THAT COMPLY GREEN SSPC'S DIM WOMY FOR MOTERIVE COATIICEI RECOMMENDATION IF TOUCH UP BARE AREAS AND SHOP- APPLIED PRIME COATS THAT LEAVE SEEN BE O4LVANI[EDURF4CE5 CLEINCILVAIatEDSVRFACE5"THNOtJP TrOLEUMBASED SOLVEOVE PRIEFURNTS UFUSAFANCED SHELF FREE OF OIL AND SURTAAaLEF�ROM ACTA LFARMCED FROM COLATTACK BVEs MICH H MATERIAL PREPArwnON 1) MAINTAIN CONTAINERS VIED IN MIIING AND OPPLYNG PRIM HE A CLEAN CONDITION. FREE OF FOREIGN 2) AIR MATERIAL LEAVE APPLICATION TIONTO PRODUCE A F WORUPE OF UNIFOE I DEPUTY STRASPEION IF NECESSARY REMOVE SURFACE FILM ANN STAIN MATERIAL BEFORE USING E0.IAL ARENVIDERE 0 ECOMPONEDUAREINPIGWE MAINTAIN CYALTEM DEPARTS AID XPEREEDSURNATES INCLUDE AREAS EOVIDE PROTECT Kal E'EQUTAME AsoMUR IS PAINT TQkCX ROUTINE Fee% DOPLUIRMIESIRED myrnSENFTvnwT SURFACES BEHIND reoeurveNTA BE FO Som MENTTuoa FURLTOPE WITH PRIME COAT OND ¢)r LIORSURFACLOFDUCTiu'nHAFUT, HONmFwuRRUCKPANr a) n CCSSPR4Em Ar1DREMOVARLEORHlNGEDCOVEPsim •IATCH 4) rXPOSED SURFACE x ORSONSOP ROTIOMANDSUEAOCAIDUBSAMEASTHE E BECOMES, ✓P10ROFVO MATCH LL EXTERIOR BASE CA ITTE4s AND. IAC RFIND FINISHED APPLICATION CONTINUED: c) SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAIAL OR CSM:TH COAT TH SCHEDULING FACES THAT IT WE PREATREATED OR OTHERG ISE PREP AS BEEN ABLEAFTTER PAINTING BEFORE FOR PAINTING AS PREPARATION OMIT PEMEP OV W METAL SURFACES THAT HAVE BEEN SHW PRIMEDADDTOUCH VP z) Ir UNDERCOAT,. STAND N,pAE;`DETNALCOATSUNTILPAICTLU)I5OFUNIFORMFRESH COLOR AND p APPLICATIONPROCEDURES ANN, PAINTS NAA OR EITHER ANOPDING TO MAUCTURERSWITTENINSTRUCTIONS I)ANUMCOAUG HRIKISE55 APPLY PAINTMATEEAU NAGUINNER THAN THICKNESS of THE EunEE SWEET AS RECOMMENDED PATENT Y IMANUACTV DAY FILM?J 0ACHANICAL AND ELECTRACALWORIC PAINTING OF APECTUALICALFFIRD ELECTRICAL O PDEN5UREECOMPLUECORS APPLE CEMGEwn NalpOPLRETEA0U50HRY BI➢IXATA BATF AL PRIMECOATS PEFOREAPPLMWFRllSHCOATS APPLE ANTRUCOnT RETCOCT 4RREAU TO DasUPEA RNDH COar ENTH NO Nj ED IOP40DE) FROBITS COMPLETELY COVER SURFACE[AS nECEmSRYTO a ovmE A SMOOTH. OPAQUE SURFACE OF UNIFORM Nun COLOR. APPEARANCE RUES .AGS, ROPRIESS OR OTHLP SURFACE IAIPEPFECTIONS WILL NOi PE PCEWEABLE O) Tv�R TETCHA dBRAV LIMFOESTRE USE LATIN TULTmn COATI TO PRODUCE A cuss CLOUDINESS COLOR IRREGUunm. BRUSH Mnau.ORRANGEEPEEL. NIL EMPLOY THER SURFACE 11 TERFE(7HONS N TEXTURE TS O0.0IH M1SUFFACE IGET AND F INE Raa[GUuamIR TEXTUPASCDMINES EPFECTIVUS CLEANING AND PROTECTING: A) ATLHEENDOr EACHWORADAV, RLADVEEEIAmCA ., FACS, AHEAN AND OTHER DUCARDEOPANTMATERIPBFPOMPROIECPmE BE FROM PAINTING CORRECT PROBY TELTAROPFUTURADE WHETHERRvPAIuCAGE FT-EAINGZRMRAnNC OR REGOT PLACING PEPAINnuc AS APPROVE ED RY APHTANDoWF Q PRESS UP AMT PAINS' SIGNS TO'ROIICT NPVb PLANTED TRADES AREA COMPLETINGRAINTINGOOLVEORN MP.Y PPOTECTNE WRAPPINGS PROCIDED BY OTHEP5 TO PROTECT THEIR ADOPT 11 AFTERU'ORM1OFOTHERPRPDE5ISCOMLETE POUCH UP AND PERORE 1PEDFIEDUNPUIREAPT INTERIOR PAINT SCHEDULES GVETAS 50ARD LAvOa) PRIMED INRGYPSUMPOAROFRIA1Ni A FFFADCOAE INTERIOPLOW-WSTERACRaCE1PMEL BE EMPSUM BOARD ICEIUNQ 1) ACRYLIC FINISH TAX 0 FINISH COATI OVER A DECADES a) HENRY IFFITIOR PIXVD MOOD PRIMER FOR ACRYLIC ENMIL AND SEMFF>h-0 AMEL HN15HEs qc.l, b) ruHSvconrSENTRRIGONEAm[OSSALMOENAMEL -FCv,ryJSU 1.a•� C FEEEPOLTEADVAL r IS 1) RE NISI TWO FII11iIL COATS O�'EaA vnIMER !/PC AN A, STA Oi FhA giENISH COA7.I STUARTEt IORAOPAEEDAOE05SALKIDENAMEL •)A/ SE 'r IMEFIOR FMN I p9q O P-arJJ I OF voAEvDui \I) urcErvnEEusn TWD co4isOVCP APRIMER ieuERa:MEinHAucoivlxEA AS; esrvRoraossnoonEL .F SEE, +•'!2C)3e39V l INTERIOR STAIN AND NATURAL -FINISH WOODWORK SCHEDULE: A) STAIN-VAR•ICH FINISH USE 4T HOT FACTORY FINISHED TO J FIGHT CllAT�Ca%MrUaCYVERASTkLEP A)Nn wv=OOOFn FILLER BEFORE APPLYING STAIN oswoomrAFDaIP BE SABLFSCCOAL INTERIOR EFO SANDING SEALER 4H FINISH COATA IMERIOR ALKYD OR PO )UNTIE HANE -BASED CLEAR ACTIN VARTRHH PRIME ALD EMIT ALL DOOR TO MAINTAIN f DISCREPANCIES REFWEEN THE O PAA. Nae THE - REGRET IFICATION BEFORE COI ISSEOUL G VOPY CODRdCTOR SHALL VEPr`ALL CORRECT CONTRACTOR COORDINATE MEETir'GWTH OWNERS FOR APPPOVALOF ALL ONS MANUFACTURER'S VURRAIITY AND S144LL BE INSPECTED TO VERIFY ALL UORK DIMENSIONS ANDCOSIDmON5 AT ITS SITE, INCLUDING BUILDING ADD ELF CLEARANCE' POP TEEN EPY OF EQUIPMENT AND AS EFFORTS. ADD PEMEDV ALL DNCREPANCIH\'9THARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION Of WDRF TOUGH ELECPFIL PLUMBING. RID HUC PRIOR TO INSULATING AND PHFEfPDIXING AND SHALL SECURE TIE C IN O PRIOR TO RECEIVING THE IF PAYMENT FROM SAY NEE PAINTER TO CONTRACTOR SHALL ARCHITEROFPN GENERAL CONTRACTOR BE RF5P0r.^.16LE MEN DEPARTMENT IIJSPECT FE%I BIDS w Con A FF x HE Q O W DE Con Ati Q 3 x P.F u EA Us O Is x a� IWn F W 4! K C 0 Q N&o ED In w I EIFE— c8 C ^ T Ez 3� G aDI ? cEaUS FEE �W F U 0 N 6 f U C Q t nre"Sw nlx,nEs SfPIE 10"9 b" wa D. ^RIs sIQETMTBER A4 1) TRIM AND MOLDINGS. INSTALL IN SINGLE, UN)OINTED LENGTHS AT OPENINGS AND FOR RUNS LESS THAN THE MAXIMUM LUMBER LENGTH AVAILABLE FOR LONG RUNS, USE ONLY 1 PIECE LESS THAN THE MAXIMUM LENGTH AVAILABLE IN ANY STRAIGHT RUN STAGGER JOINTS IN ADJACENT MEMBERS. COPE MOLDING AT RETURNS. MITER ALLCORNERS. 2) ATTACH THE WORK SECURELY IN PEACE. a) NAILING' BLIND NAIL WHERE POSSIBLE, USE FINISH NAILS WHERE EXPOSED. SET NAIL HEADS FOR FILLING, EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECEIVE NATURAL FINISH (IF ANY). E) ANCHORING: SECURE THE WORK TO ANCHORS OR TO BLOCKING WHICH IS BUILT - INTO OR DIRECTLY ATTACHED TO SUBSTRATES 3) CASEWORK: INSTALL WORK IN A MANNER CONSISTENT WITH THE AMEN QUALITY GRADE SPECIFIED a). SECURE CASEWORK TO GROUNDS, STRIPPING, OR BLOCKING WITH COUNTERSUNK CONCEALED FASTENERS AND BLIND NAIL AS REQUIRED TO PROVIDE A RIGID INSTALLATION SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISH WORK b). ADJUST AND LUBRICATE CASEWORK HARDWARE FOR PROPER INSTALLATION 4) WORK (WHAND RE a) COORDINASTIC TTEDE VERT AND LOCATIONS OF OPENINGS FOR FIXTURES LOCATIONS a) COORDINATE AND VERIFY SS. F WITH ACTUAL FIXTURE SIZES. FORM INSIDE CORNERS TOA RADIUS OF NOT LESS THAN I/8". ROUT CUTOUTS AND FILE CUT EDGES TO SMOOTH SURFACE FREE OF CRACKS. INTERIOR DOOR TRUSTILE TS2030 1-3/4" THICK T TALL I ARTS BEDROOM DECLARE TO I ED INSTALLEAS :TH HARD o9OTH ARE ar` SESI, LDAA HODR DEC AGREES PAINTING NOTES: EXECUTION: AI EXAMINE SUBSTRATE. APPEAL AND WITH APPLICATOR PRESENT FOR COMPIUnCVETHRQUIRMEpas FOR AwrAPPUCATON COMPLY OR OF EFEE E n PROCEED ADD PAINT APRUCATION NEV RETAIL UNSATISFACTORY CONDUCT PAINT ARE EI START OF PAINTING WILL BE CO7RCUEDECEIVINAS APPLICATOP'S-ACCEPTANCE OfVD E) 1) TOL N OTHER OF UORR p RCOT TATTILIFTESE OF EV HE INVTOTAL HAD ASSET IFPRIMERSOARIOUS PROSFEARIUCE 4CTERISTIC OF Fa41SH MATERPR" O EEN5URE USE OPOVE ATIBLE SEIARLE CI TESTIFY ARCHITECT ABOUT ROTE. PRIMED RYANTICIPATED PPOOLEVE S' HEN USING TIE MATERIALS APPLICATION;BS! A) CF1VVLFACFETPrOvnwETEo ECIFIEDBIro P4FOPBxPFrnOla ANGACCEnANCE a CooeoTRANC N OF"VOR PE, 1EW OTHER SECTION INV'e1CH PRIMERS ARE PROVIDED TO RNOL[SSTRE COMPATILLITS OF FURIIIMINFOR11ATIONECNCHLAMCTE0.15TBEEFED I RICSOFFNIEryVARIOUS 65TRATEAS OIL BM SURE FAR OF COMPAURBLE PRIMERS CS REMOVE HARDWARE AND HERDWARE ARABI LICH ENG SIMILAR LEAD ALREADY 40.ENOTRPAINTED ALIS ACT BATTLES SURFALE-BEE PROTECTION CARDS 5ORWfl4HPAR THE ITEM, vN0\'JOE SURFACE eppOEO VROTERION BEFORE IDRFA<E PREPARATION AND Area Car BPLEFam PAINING OPERATIONS B) a•CH SPAS OR AREA REINSTALL OI REMOVED WORKERS SNLLED N THE TRADE NVOMED SUPwCE TOIMIJPPETAP EDINC F@5V'RrtFENIJSPPnRIONSFOPACEST RE PAI IAES-rrORDnacPE DIT1074 ADD AS CPECIFIED PE 2, CEEMENTITICELUMATEREEZ EQUERSOcuDiEHECEoa AND °MIREFFLORESCENT SEALERS SEDTOIMPROVE CURING USE M[E1AN1 ALMITHODSOF HPEEKS CLEAN SURFACES OF DIRT OR AND OTHER FORRICH UJIDDNCE; WITH - REQUIRED SAND SURFACED PC SED T � VIEW SMOOTH AND DUST FF x F 4rtE SH LLAX OR OTHER PECOR a OREEHDEU I NCHE'V ER BEFORE APPLE ING OUT PLITTLOP PLA�.0 ADVERSE ViNc NuH FILLEDLAND DRIED In PIpERFECNONsN HIDSH SGRFA<R A PRIME. START OR SEAT WOOD TO BE PRINTED IMMEDIATELY ON DELIVERY HTIREMAGAENDCFACEq a ISETROLDEO ELING UNDEPqIDES,QtDBUIFw nuvN VABO, IHCW DIHc FA CLI BA 1IE{Ic oN TUTORED PARTITIONS WHERE MASAI Rusiw, OR K SIDE A) OE WITH A HEAVY SEAL OFSv RNISH oR 5EVER I IMETAPTLLY oN TELLS CRY THER BE RE WALL CONSTRUCT[ CRT OCCURS ON THE 0 FE EMEDRT.LOOSEMELLSCALE,ANDOHER.ARENIT SUBSTANCES USE 50LI IITT OR S [CHANICAL FEST NG METHODS THAT COMPLY GREEN SSPC'S DIM WOMY FOR MOTERIVE COATIICEI RECOMMENDATION IF TOUCH UP BARE AREAS AND SHOP- APPLIED PRIME COATS THAT LEAVE SEEN BE O4LVANI[EDURF4CE5 CLEINCILVAIatEDSVRFACE5"THNOtJP TrOLEUMBASED SOLVEOVE PRIEFURNTS UFUSAFANCED SHELF FREE OF OIL AND SURTAAaLEF�ROM ACTA LFARMCED FROM COLATTACK BVEs MICH H MATERIAL PREPArwnON 1) MAINTAIN CONTAINERS VIED IN MIIING AND OPPLYNG PRIM HE A CLEAN CONDITION. FREE OF FOREIGN 2) AIR MATERIAL LEAVE APPLICATION TIONTO PRODUCE A F WORUPE OF UNIFOE I DEPUTY STRASPEION IF NECESSARY REMOVE SURFACE FILM ANN STAIN MATERIAL BEFORE USING E0.IAL ARENVIDERE 0 ECOMPONEDUAREINPIGWE MAINTAIN CYALTEM DEPARTS AID XPEREEDSURNATES INCLUDE AREAS EOVIDE PROTECT Kal E'EQUTAME AsoMUR IS PAINT TQkCX ROUTINE Fee% DOPLUIRMIESIRED myrnSENFTvnwT SURFACES BEHIND reoeurveNTA BE FO Som MENTTuoa FURLTOPE WITH PRIME COAT OND ¢)r LIORSURFACLOFDUCTiu'nHAFUT, HONmFwuRRUCKPANr a) n CCSSPR4Em Ar1DREMOVARLEORHlNGEDCOVEPsim •IATCH 4) rXPOSED SURFACE x ORSONSOP ROTIOMANDSUEAOCAIDUBSAMEASTHE E BECOMES, ✓P10ROFVO MATCH LL EXTERIOR BASE CA ITTE4s AND. IAC RFIND FINISHED APPLICATION CONTINUED: c) SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAIAL OR CSM:TH COAT TH SCHEDULING FACES THAT IT WE PREATREATED OR OTHERG ISE PREP AS BEEN ABLEAFTTER PAINTING BEFORE FOR PAINTING AS PREPARATION OMIT PEMEP OV W METAL SURFACES THAT HAVE BEEN SHW PRIMEDADDTOUCH VP z) Ir UNDERCOAT,. STAND N,pAE;`DETNALCOATSUNTILPAICTLU)I5OFUNIFORMFRESH COLOR AND p APPLICATIONPROCEDURES ANN, PAINTS NAA OR EITHER ANOPDING TO MAUCTURERSWITTENINSTRUCTIONS I)ANUMCOAUG HRIKISE55 APPLY PAINTMATEEAU NAGUINNER THAN THICKNESS of THE EunEE SWEET AS RECOMMENDED PATENT Y IMANUACTV DAY FILM?J 0ACHANICAL AND ELECTRACALWORIC PAINTING OF APECTUALICALFFIRD ELECTRICAL O PDEN5UREECOMPLUECORS APPLE CEMGEwn NalpOPLRETEA0U50HRY BI➢IXATA BATF AL PRIMECOATS PEFOREAPPLMWFRllSHCOATS APPLE ANTRUCOnT RETCOCT 4RREAU TO DasUPEA RNDH COar ENTH NO Nj ED IOP40DE) FROBITS COMPLETELY COVER SURFACE[AS nECEmSRYTO a ovmE A SMOOTH. OPAQUE SURFACE OF UNIFORM Nun COLOR. APPEARANCE RUES .AGS, ROPRIESS OR OTHLP SURFACE IAIPEPFECTIONS WILL NOi PE PCEWEABLE O) Tv�R TETCHA dBRAV LIMFOESTRE USE LATIN TULTmn COATI TO PRODUCE A cuss CLOUDINESS COLOR IRREGUunm. BRUSH Mnau.ORRANGEEPEEL. NIL EMPLOY THER SURFACE 11 TERFE(7HONS N TEXTURE TS O0.0IH M1SUFFACE IGET AND F INE Raa[GUuamIR TEXTUPASCDMINES EPFECTIVUS CLEANING AND PROTECTING: A) ATLHEENDOr EACHWORADAV, RLADVEEEIAmCA ., FACS, AHEAN AND OTHER DUCARDEOPANTMATERIPBFPOMPROIECPmE BE FROM PAINTING CORRECT PROBY TELTAROPFUTURADE WHETHERRvPAIuCAGE FT-EAINGZRMRAnNC OR REGOT PLACING PEPAINnuc AS APPROVE ED RY APHTANDoWF Q PRESS UP AMT PAINS' SIGNS TO'ROIICT NPVb PLANTED TRADES AREA COMPLETINGRAINTINGOOLVEORN MP.Y PPOTECTNE WRAPPINGS PROCIDED BY OTHEP5 TO PROTECT THEIR ADOPT 11 AFTERU'ORM1OFOTHERPRPDE5ISCOMLETE POUCH UP AND PERORE 1PEDFIEDUNPUIREAPT INTERIOR PAINT SCHEDULES GVETAS 50ARD LAvOa) PRIMED INRGYPSUMPOAROFRIA1Ni A FFFADCOAE INTERIOPLOW-WSTERACRaCE1PMEL BE EMPSUM BOARD ICEIUNQ 1) ACRYLIC FINISH TAX 0 FINISH COATI OVER A DECADES a) HENRY IFFITIOR PIXVD MOOD PRIMER FOR ACRYLIC ENMIL AND SEMFF>h-0 AMEL HN15HEs qc.l, b) ruHSvconrSENTRRIGONEAm[OSSALMOENAMEL -FCv,ryJSU 1.a•� C FEEEPOLTEADVAL r IS 1) RE NISI TWO FII11iIL COATS O�'EaA vnIMER !/PC AN A, STA Oi FhA giENISH COA7.I STUARTEt IORAOPAEEDAOE05SALKIDENAMEL •)A/ SE 'r IMEFIOR FMN I p9q O P-arJJ I OF voAEvDui \I) urcErvnEEusn TWD co4isOVCP APRIMER ieuERa:MEinHAucoivlxEA AS; esrvRoraossnoonEL .F SEE, +•'!2C)3e39V l INTERIOR STAIN AND NATURAL -FINISH WOODWORK SCHEDULE: A) STAIN-VAR•ICH FINISH USE 4T HOT FACTORY FINISHED TO J FIGHT CllAT�Ca%MrUaCYVERASTkLEP A)Nn wv=OOOFn FILLER BEFORE APPLYING STAIN oswoomrAFDaIP BE SABLFSCCOAL INTERIOR EFO SANDING SEALER 4H FINISH COATA IMERIOR ALKYD OR PO )UNTIE HANE -BASED CLEAR ACTIN VARTRHH PRIME ALD EMIT ALL DOOR TO MAINTAIN f DISCREPANCIES REFWEEN THE O PAA. Nae THE - REGRET IFICATION BEFORE COI ISSEOUL G VOPY CODRdCTOR SHALL VEPr`ALL CORRECT CONTRACTOR COORDINATE MEETir'GWTH OWNERS FOR APPPOVALOF ALL ONS MANUFACTURER'S VURRAIITY AND S144LL BE INSPECTED TO VERIFY ALL UORK DIMENSIONS ANDCOSIDmON5 AT ITS SITE, INCLUDING BUILDING ADD ELF CLEARANCE' POP TEEN EPY OF EQUIPMENT AND AS EFFORTS. ADD PEMEDV ALL DNCREPANCIH\'9THARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION Of WDRF TOUGH ELECPFIL PLUMBING. RID HUC PRIOR TO INSULATING AND PHFEfPDIXING AND SHALL SECURE TIE C IN O PRIOR TO RECEIVING THE IF PAYMENT FROM SAY NEE PAINTER TO CONTRACTOR SHALL ARCHITEROFPN GENERAL CONTRACTOR BE RF5P0r.^.16LE MEN DEPARTMENT IIJSPECT FE%I BIDS w Con A FF x HE Q O W DE Con Ati Q 3 x P.F u EA Us O Is x a� IWn F W 4! K C 0 Q N&o ED In w I EIFE— c8 C ^ T Ez 3� G aDI ? cEaUS FEE �W F U 0 N 6 f U C Q t nre"Sw nlx,nEs SfPIE 10"9 b" wa D. ^RIs sIQETMTBER A4 C -C = 1' 161,5 SEVEN ECEP RERAP EACHu'AS' r� N 000 � z O1314,14 " ---------------------- 12PERSPIRE erel / IE LL �" I 12V3,4XI IN /�b 'iG DA 4 L EDGE ` nRROIc� 13 1^ 4� 0C RvlD :bV Q4 epzxIE 7 n F o J iPapSNtpp^^S6ofxz c)uw m,x, �ax L FRe _ _r L, lJj PIPE DEEP CJ c1lb CC J u SS'SCSC',—' r CI aa15auM INEOc PER — — eeoc -- IN e FR'x toFT BATH NAN 2 ' LL IN G 2. 4 U u N VE RECREATION ROOM _ �� c 3 PC I DYER d IN IN IN MY 3 HIRT! PALNG `Nc _ FLY - D1F1 w1Aoc Goa( ( L I _ J ` 1 ,R _ ___ Ile - MLFEnil�ln l.31ax1L 11,, 1G'p3A1U cEIDNL �2LEE HT11SeGARAGEI w1 6 d v� ENTRY LIVING ROOM Up 1COLIrNH W vl w1, VM1FCOWC r roYIN 34 UPFLOCTF LEMACCIDWROC o '!� J1JJSl�1� S /',1((� S) eou'ooDJ FI eleoc SIS S J IIP��11 2 l m V GIRDE0. ' R EE lzl zxe ALo - .. .. .. .. mr¢'�` In,SILL CAL V AR ovwLDEor 'IaEFA nartHx" O+RHE+IIALY.Au P O DOOR OPENING muc EicA17 5X5114 SP HE CO IDEAL ALN MA 131 IN ROA0.CONC G SECTION D -D °PF'NNR ` RNY SECTION B -B Cu Agi SCALE: 1/4" = 1' 1 4 AGAIN SLAO ATISt�'''w e!� LLnPnr MIIJEN of T \ scue vA^=v.o' _ C AA. ; 4 CON TL fieR66"AG Cam Fre - p1#5 PERRY 01"s PLEAD EACH UN t [ „�A EI ITNVM1OFB A It An b PRINTER TO F -r ' f .w 4[ v R ITECi CEPvf D6Cp EFNCIE56ETY40J THE D0.IIX'INGS,TIESNECIFlCITIONS, AND THE FIELD CONDITIONS,PtID MALL REQUFAMRIEICAnON AE£ORE<OMY[NCINL WO0.l CONTPACTOR5114LL V[RIFVPLL LCONTW RO0.iOCWRDIFIAY llEEilllG WITH OYRIEM1S Fop EPP0.0VALOFPLL cFNEMICONTPAR00.5HPLL FE RESPONSIBLE FOR ALL WILLING DEan0.TMFui INWECTl0Fl5 AN.WFACTUPERS WARRAHIV AND STAFF 6El lSPECTEDTO VER CONTRPCT0R SHA NOTIh AFCH O N LO![M PRIME AND NNlIiALLr�WP [WESTO MAINTPR' 5 � I ILDPIG 4ND SIi[CEFAMNGES FOR DELR'EPS OF EOVINAlE1rtAND M4TE0.116. NlO REMEDY 5 ECOAILIfl IC6NEIITOR CJnTIFIUATION OFIX'O0.R 0.0VGH ELECi0.1C FLVMBNG.OND HV<C PR103 TOINSUUTPILPND:HEETROCeMe s e10 PRIOR TO REINERIPPER FINAL PAY SPENT fROIA OpwIEpS � P I F H n B, I ,� III III I III S I I II I I I� I I a i Ill 'a 11 INE BILLIE I II I Ir iLim / a� I III II TVPICALVIINDOW OPENING HESSTHI HXSUA"OPENING) IF INL ^io 'a 11 INE BILLIE DAD "ALP, iLim a� SECTION E -E SCALE: 1/4" = 1' 7-7 TYPICAL DOOR OPENING (LESS THAN a'- oxeOOPErvmG) MCX [ TYPICAL MULTIPLE OPENINGS (I TOPE TNN 9'oY 8 O. OPENING) WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WILL IIA DEBRIS M07MON FASTENING SCHEDULE FOR "COD STRUERRAL PANELS WOOD STRUCTUPAL PANELS WITH A MINIMUM THIIXNFSS OF 7116 AND IIMINUM PANEL SPAN OF O FEEL SHALL 9E PERMITTED MR OPENING PROTERNON IN ONE AND IW640PY BUILDINGS PANELS SHALL BE PRECUT" COVER GLAZED OPENINGS IRISH ATTACHMENT HARDWARE MOVIDED (REFER M SERIM 160' 14,16096 5 ANO TAEIE 16091 i OF N Y 5 RET ENTIAL CONSIRUCTION CODE) THIS IS NOT A SVBANNTNON FOP IMAGN-REASSURE ALL OPENINGS MUST HOVE DE51GN-PRESSURE SUMP ER WHERE APPLEAHLE IRI rL_UIVIblINU OUr7troiH i IU N.T.S. PAINTER TO PRIME AND PAINT ALL ERROR EDGES TO S AIRTAIN CONNACTORSHALLNOni APCHIT[ITOFN1YDRCPLPNICIE56ELWEEIJTNCDMWDIGS,THE5PLCIPICATIONS ANDDREDIELDCONDSPECTE, A LPEOUESTCNRIHCATIONLEFORECOMMENCINGA'pRR COLTMCTOR SHALL VELD, ALL GENERAL CONTRACTOR TOCOORDIIJATE MEELINGNNH CYCLOPS FOR APPROVAL OF ALL DEPARTMENT IOIJS MEFOUFACTURT S WAPPANTY RIPE SHALL BE INSPECTED TO I UGLY ALL NO MANSIONS AND CONDITIONS ALMS? 5172 INCLUDINGPUILDINOAND PIT CLEARANCE; FOR DRIVEN OF EOU6vftNT AND MATERIALS ARID ROhDY ALL D15CREPNSIES WITH ARCIITECT PRIOR TO THE COMMENCEMENT OR CONTINUATIONOFVpPK I ROUGH ELECTRIC PLUMPINQ AND HVAC PRIOR TO INSULATING AND 51 IEETRIXgNG D SHALL LNPE THE C 0 PRIOR TO PEERAGE FINAL OFF HENT FROM EARNED ^io iLim a� NV c.µa LEE ED U= 0 ' I jl I i� lig i t y I Iii I I i II II ;III" ! II, I I. II I iI I DO LE ill C LII III 7111 J I� II I I I I �I •�II' II �I I ; D II � � i ' l I � i� I Illy, III i TYPICAL DOOR OPENING (LESS THAN a'- oxeOOPErvmG) MCX [ TYPICAL MULTIPLE OPENINGS (I TOPE TNN 9'oY 8 O. OPENING) WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WILL IIA DEBRIS M07MON FASTENING SCHEDULE FOR "COD STRUERRAL PANELS WOOD STRUCTUPAL PANELS WITH A MINIMUM THIIXNFSS OF 7116 AND IIMINUM PANEL SPAN OF O FEEL SHALL 9E PERMITTED MR OPENING PROTERNON IN ONE AND IW640PY BUILDINGS PANELS SHALL BE PRECUT" COVER GLAZED OPENINGS IRISH ATTACHMENT HARDWARE MOVIDED (REFER M SERIM 160' 14,16096 5 ANO TAEIE 16091 i OF N Y 5 RET ENTIAL CONSIRUCTION CODE) THIS IS NOT A SVBANNTNON FOP IMAGN-REASSURE ALL OPENINGS MUST HOVE DE51GN-PRESSURE SUMP ER WHERE APPLEAHLE IRI rL_UIVIblINU OUr7troiH i IU N.T.S. PAINTER TO PRIME AND PAINT ALL ERROR EDGES TO S AIRTAIN CONNACTORSHALLNOni APCHIT[ITOFN1YDRCPLPNICIE56ELWEEIJTNCDMWDIGS,THE5PLCIPICATIONS ANDDREDIELDCONDSPECTE, A LPEOUESTCNRIHCATIONLEFORECOMMENCINGA'pRR COLTMCTOR SHALL VELD, ALL GENERAL CONTRACTOR TOCOORDIIJATE MEELINGNNH CYCLOPS FOR APPROVAL OF ALL DEPARTMENT IOIJS MEFOUFACTURT S WAPPANTY RIPE SHALL BE INSPECTED TO I UGLY ALL NO MANSIONS AND CONDITIONS ALMS? 5172 INCLUDINGPUILDINOAND PIT CLEARANCE; FOR DRIVEN OF EOU6vftNT AND MATERIALS ARID ROhDY ALL D15CREPNSIES WITH ARCIITECT PRIOR TO THE COMMENCEMENT OR CONTINUATIONOFVpPK I ROUGH ELECTRIC PLUMPINQ AND HVAC PRIOR TO INSULATING AND 51 IEETRIXgNG D SHALL LNPE THE C 0 PRIOR TO PEERAGE FINAL OFF HENT FROM EARNED M ^io iLim a� NV c.µa LEE ED U= 0 GAP N C U DO LE C M NYS ENERGY COMPLIANCE NOTES fy RESrheck Software Version 4.5.0 e Project Energy Cede 2010 Pienr York Energy Conservation FOUNDATION, Suffolk County, Fie York C:onstaulmmn Type: CRAWL SPACE' Pmjcct Typoe: Pieta Construction WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWDEBACE CONSTRUCTION, IF APPLICABLE. MUST BE 0 ft2 'Glazing Arca INSULATED TO THE SAME R -VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, ICLhnat Z:Fre: .4 WINDOW AND DOOR WITH WOOD TRIM ACCORDING TO THE COMPLIANCE ANALYSIS. PeRI Number_ 1) INSULATE HEADER UNCONDITIONED BASEMENTS: 13;rdow d: Weed Fmrr e:Drfc'ble Pane wiria Lrrr-E 40 2) SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE 1) INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PIANS FOR REQUIRED R VALUE. 9290 3) SEAL BETWEEN WINDOW/ DOORJAMB AND ROUGH OPENINGBeTH A CONTINUOUS 2) INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR Uzar 1: SrAid 42 BEAD OF LOW EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK FIBERGLASS 3) INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT 0.290 ALONE IS NOT ADEQUATE 4). SEAL DUCTS IN BASEMENT. Deer 2: Chas. 231 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, 0310 WINDOW AND DOOR WITH DRYWALL RETURNSUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE VW 2: MENA' Fr Fme. IS' n.0 2,70o I). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. $-o +5.050 2) DO NOT USE HIGH -EXPANSION FOAM IT MAY CAUSE BOWING OW OPENING FRAME VArdvev 3:'rraod Framc:Dmible Penewith Lf F 205 AND VOID THE WARRANTY FRAMING 0.310 PLUMBING AND ELECTRICAL SEALING BAND JOISTS DURING CONSTRUCTION Windvn 4: Wood Fmme.Dutible Pane with E,veS-E 11 1) CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING 0.230 SEALING PENETRATIONS 2) APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER bars 2: 31ass '94 ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3) CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE 0.310 BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE Gr_i5r,91: Cathedral Ceilirry 393 RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): 0.0 0,034 RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1) INSERT RIGID FOAM BLOCKS ON INSIDE OF FALLS IN FLOOR JOISTS, ALONG Ceding 2: FCet Ceiling vr5z S=SrTr= 2,645 CONTACT ("IC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER, AND RUSH WITH SILL PLATE 0.0 0.033. INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2) CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UN DEP. FLOOR JOISTS. Pro ec.Tttle= SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS Report date_ DAJIRfi STANDARDOF2.0CFM,(ASTME283) UNITS WITH A LABEL THAT REFERENCES THIS IST. FLOOR DECK: ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED THIS REQUIREMENT CAN ALSO I) FULL INSULATE JOIST CAVITIES. Rage 1 of 2 BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2) INSULATION TO BE SUPPORTED WITH WIRE RODS SERVICE WATER HEATING EXTERIOR OPENING HEADERS: IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER FIRED HOT WATER TANKS. HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT (ADDER BLOCKING FOR INTERIOR PARTITION WALLS HEAT LOSS GENERALLY, 1/2' OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1). PROVIDE HORIZONTAL BLOCKING AT 48" SPEC AND AS NEEDED FOR FAKERS. IN DIAMETER CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. 3) PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM TUB/SHOWER UNITS ON EXTERIOR WALLS 4) TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES INSULATION AND VAPOR RETARDER AS WELL CAVITY SEALING ON EXTERIOR WALL SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS HEATING VENTILATION AND AIR-CONDITIONING MVAC EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING HEAT LOSS CALCULATIONS AND SYSTEM SIZING: 1 SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBOOR ) FL HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503 31 2). SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING 3) SEAL HVAC SYSTEM EFFICIENCIES SEAL INTSUB ERSECTIOOR N 4) B ETWEE JOISTS ANBLOCKING THE SHOULD BET THE MIN IMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN ON THE INTRAD EOE' THE SUPPORTING BLOCKING SHOULD SIT ON THE INNER EDGEOFTHESUPPORTING PLATE BLOCKING ECCCNYS 5032 NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL MINIMUM EFFICIENCY STANDARDS ATTACHED GARAGE: 1) IF LIVING SPACE ABOVE, SEAL ALL 5USFLOOR PENETRATIONS ABOVE GARAGE HVAC CONTROLS CEILING WITH E CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYSS03 3.2 AND 503 3 5 TEMPERATURE CEILING F 2) SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER PIPEANDDUCTS (FOR HEATING)AND/OR 85 DEGREES (FOR COOLING) THERMOSTATS USED TO CONTROL 3) AL TERIORIONS ANDOUGH SOMAL BOTHPEN HEATING AND COOLING SIMULTANEOUSLY MUST HAVE ATEMPERATURE RANGE (OF AT TOTHOROUGHLYGHLY 4) PROVIDE BOTH INTERIOR EXTERIOR AIR LEAST DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER POTENTIAL ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS SUSPENDED OR REDUCED, SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO PREVENT ENERGY CONSUMPTION [SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE DROPPED SOFFIT ON INTERIOR WALL HUMIDITY, HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT TEMPERATURE TOP PLATES ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN VENTILATION IS NOT REQUIRED WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL: GRAVITY -DRIVEN DAMPERS AT THE POINTS OF INTAKE AN D EXHAUST MUST BE CLOSED 1) SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. 2) HANG DRYWALLOR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE DUCTS AND PIPES UTILITY CHASES DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN SEAL JOINTS 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE R -VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102.5 3). 6NEE WALL SUPPORTING ROOF! DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES. BASEMENTS AND CRAWESPACES 1) SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO MUST BE INSULATED WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING THE INSULATED ENVELOPE OF THE HOUSE 2) IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING 3) PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR INS [Ali (TATE DUCT SEALING DUCT SEALING IS REQUIRED ON ALL LOW PRESSURE DUCTWORK,(ECCCNYS 50334) ALL FULL LOFT PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND SEALED ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) NOT ROUNDED OR SCALLOPED AT EDGES MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. TAPES MEETING U L I SIA MAY BE USED FOR RIGID FIB ER DUCTS TAPES MEETING FILL THE CAVITY UL IBIB MAYBE USED FOR FLEX DUCTS DUCT TAPE IS NOT ALLOWED FOR DUCT INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS. PLATES, SHEATHING SEALING AND DRYWALL IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL OR SUBFLOOR. AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS WRITTEN MATERIALS WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT CUT AROUND OBSTACLES WITH ALL HVAC AND WATER HEATING EQUIPMENT( ECCCNYS 102.3). A LABEL REFERENCE INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES, CUT AROUND TO SUCH MATERIAL IS ALSO ACCEPTABLE ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES, AND SPLIT OVER CROSS BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FIT REDUCED MOISTURE: EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT DOCUMENTATION OF R VALUES. THE FAN ACTUALLY WORKS: USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT FACED OR UNLACED FIBERGIASS RAFTS. AND RIGID FOAM INSULATION MUST BE AS POSSIBLE KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS. ESPECIALLY INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR IF THERE IS A GAS RANGE ACCESS OPENINGS VENTILATION ATTIC HATCHES,SCUTTLES, PULLDOWN STAIRS, etc MUST BE INSULATED TO THE MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND SAME R -VALUE AS THE SURROUNDING AREA THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL VENTILATION RATES CATHEDRALCEILINGS: KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTI IATION RATE OF 100 CFM 1), PROVIDE P CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANSSHALL HAV EFETDNUG�U, E 2) PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE A DIFFIBMILM NIFN711 ADDED RATE OF FO CEM INTERMITTENT OR DIE CLEM rn fy RESrheck Software Version 4.5.0 e Project Energy Cede 2010 Pienr York Energy Conservation 4nra645ti: Suffolk County, Fie York C:onstaulmmn Type: Single-family . Pmjcct Typoe: Pieta Construction CondUorze3 FlaarAnea: 0 ft2 'Glazing Arca 15% ICLhnat Z:Fre: .4 remit DEI PeRI Number_ 53 Cu structPotmnSate: DivnerlAgem D•esigner/Contractar: D•KEEFE y{�l" 10.3E Unrk5chwrartz ArrcNitact P -'D- 9:nr 533 Ctntho3ue, MID 11395 534-7zIl"195 0 i/% rte+ Elar._ a.5 -5"7a 8erter Than Code' l.'ar:I1.^.'IGT TSli 8'94 ",tar ILL 295 Tha Yu eo-xe'.�w ,.e%rIF.-. tbda E,da: �5acb IDI c c= m.rnFn f u -ea Nat f cuna u C:and rwl md5 n inlBEI SF iA3. R n4�lAOT r+e>rt2e �-. CYim V.t d4iFtT/fveE mc�:'rt1aGVOU amb-im-:q'iravrl. Eras,{et�i�e A; sembliessemblies ttpjalw W. F63ar 2:All-WwdIQistFFn.es:Qver Urxonditiorc-95paae 3,032 311.0 '0.0 )OM3 100 VICH 1: Vdmod Fmme, lG' n.c 2.373 111 0.0 0,060 3.13 i'l:rdarr 1:'Et,:ood Fmmc-Dv ble' Pane with Emw-E 172 0310 53 13;rdow d: Weed Fmrr e:Drfc'ble Pane wiria Lrrr-E 40 9290 12 Uzar 1: SrAid 42 0.290 12 Deer 2: Chas. 231 0310 72 VW 2: MENA' Fr Fme. IS' n.0 2,70o 15.0 $-o +5.050 144- VArdvev 3:'rraod Framc:Dmible Penewith Lf F 205 0.310 54 Windvn 4: Wood Fmme.Dutible Pane with E,veS-E 11 0.230 3 bars 2: 31ass '94 0.310 29 Gr_i5r,91: Cathedral Ceilirry 393 30-0 0.0 0,034 13 Ceding 2: FCet Ceiling vr5z S=SrTr= 2,645 WED 0.0 0.033. 33 Pro ec.Tttle= Report date_ DAJIRfi Data filenarre: CAUs'en ALYrafting StalEcr,' ''rumentsWEScfreck.O'KEErc.rck. Rage 1 of 2 WINES TO TRIPLE AND PAINT ALL DOOR EDGE' TOILVIJFAIN CONTFACDOF SHALL NOTIFY ARCHITECT OF ANY VIENIC4JCIE5 BE DU'ENTHE DRI BING THE SPECIFIUPOY,:, RID THE FIELD CONDITIONS AND SHALL REQUEST CLUE FIUTION REFOFE COI V BEIGOCAQUC ! OMEPALCOMMCTOR TOCOORDINOTE MEFTINOV'ITH p pALL 11RNFACNREPS V"BROADLY MJ SI TALL BE INSPECTED TO VEPIFF ALL VJRK I DIMENSION5 AND CON PHOTO AT LOA SITE INCLUOILu 6UIONES AND SITECLORANCES FOR DELIVERY OF EQUIPMENT AND I EVEN HIT AND METHOD ALL P NeEDDET ORCONTII FY ALL W'NERSFOR APPROVAL OF ALL(AND SHALL THE CfL AEFRO PECLEFOR FINAWAPIDENFROMCIA INSPECTIONS DISC EPMCIE' WrtH ARCH PRIOR 3.O iHECOPLLIENCfl.L:IJP 00.CONTNVATIONOF WJPK ROUGH ELERPIGpLULIPING AxIOHVAC PRIORTOITISVIATILG ADD SHE DSHPLLiNRE iHEC OIOTRIORTO RECENING FINAL MVA1NiFFOM CIA PEN MrJ�<F�V NSOS,yi ?nn� CA PySE ;i "�ra� vi233%Lrc aF Eve JOIST DETAILS RMI plate Rod Ih of 6'aakerpo rmvlmom hole L reN - .t lo' PI. -n I'll Kid (114') °oI d, 117 On Iran EF IM1nE ired...IT Levy Amann,; 11 Cm SET deal ^and 11 SET mup panel, n Lou, lll lid X312 na fie. 1 an an-enrer /may b oth SmI back 0`,d aadt tkk It E3 o than 12 Iran 11 1, H b.o Rt In on Ak.FA/L, l 1mat load up h ormarmanat o NTERmem AID SINGING "d V�ez m„�lv mar 9-L r VLinn OPboa n lav panel n,J (, 12^I Trl lank kf Flo�/1 21; IS Card common at 6' III or al ALB a'e Mai RISE NO LOAD PEARESM WALL ABOVE mand' Free Lrace mimrvmment neB FAIL al Adm�[, lan wlthBdAli ,slo ) FAST EASE me,.. n,a11 ea not oi drug pro ndia per longm�.pe,man efe Face E, ell �,d bel [mune ki lmno0¢ O E3 SAINT dappers; FLAT order Affil I it Sol mi ,,in ten lm IS I Los B Tr mmmmA nth 34D .inAddfins¢ wort, ST hired Rade, or Vre Banded nail, with Ilk a1 B3 Irk tlP toy on6 ar adore 3 6naer Pmm lb' fenjle m ®m�mmmmA IF Tllre Joint m flan pea vLLq Its anELD rap tenlBtl t?1 To em bmb \ boat 'BRAD) pa, lisle 3.0 mini mmm L II BeI IT mmmmmmmm_m_m_m_m Ina i;l memo norn,m=, mmmmm_m_m_m_I NcvL• joint mmmAmm NDI It I' ®mmmmmm____mmmmmm____ a °rl rlv ®m�mmAAmm ®mmmmmm____mmmmmm____'. ow�nmr ®mmmmmm____mmmmmm____ Vb film floor ea6maa'a BI 61R �mmAAmm A wan: BEL n1 ___mmmmmm Tea by4Rim mm go 112porrader yn6 W.F e1E nn ®mmmmmmm___m®mmmmm___'i esu p hm n33ipeovaeoseFT ®®mmmmmmm___mmmmmmm___ ®mmAmmmm m mmmmA •Cwtrenmwab�mmemnlas.me m..rmam wr04L centersAT rural d Wna lids and mmmmmm® her Or 11 to 43 Is' B2U AI A2rM /Mrx ld m ZAWA A3 A31 I ITS 31npamoo 14 SO rmVlor.l F^wnery C.RI IA, P= BI P2R B3 E3\ n a/mm/n f u end( /.uRan. Fon^ 6 I len an of Dart Sunni mon"Corm, Ford mo, Ed to i oth RMI plate Rod Ih of 6'aakerpo rmvlmom hole Club B etE °oI d, 117 On Iran EF IM1nE ired...IT Levy Amann,; 11 Cm SET deal ^and 11 SET mup panel, n Lou, Tom It fianiedoo me ad for aceh nama�m)nam /may b oth SmI back 0`,d aadt tkk It E3 o than 12 Iran 11 1, H 3ih l 1mat load up h ormarmanat o a^ E] EB "d V�ez m„�lv mar 9-L r VLinn OPboa n EA Trl lank Hol for YI, SAID 3-42"111 Laos So Pont rapid ,ala, Mai RISE dm boa a III mand' Free Lrace mimrvmment ®®AAAA FAIL al Adm�[, lan wlthBdAli ,slo ) ea not oi drug pro ndia per longm�.pe,man efe Face E, ell �,d EI EI\% [mune ki lmno0¢ O E3 .av n.,r¢, mat FLAT order Affil I it Sol mi ,,in ten lm IS I Los E fir 1, '1 be, 11,1I1 tmm mmmmA nth 34D .inAddfins¢ wort, ®mmmmm hired Rade, or Vre Banded nail, with Ilk hangert, E II Irk tlP toy ar adore 3 6naer Pmm lb' fenjle m ®m�mmmmA IF Tllre Mttom nanpev«th flan pea SIR a Mefice anELD rap tenlBtl t?1 To M. nags, filled pa, lisle hagee, mmmmmmmm_m_m_m_m "For b'rc4 memo norn,m=, mmmmm_m_m_m_I joint 6 I len an of Dart Sunni mon"Corm, Ford mo, Ed to i oth RMI plate In FINAL Iwlr Anafire roner 11 7, 6 16 deal brlock a Is 4p'IenpN Im.r i ^and 11 SET mup zLure lank2' SAO Lou, gab pro at aRk t Am =irun aceh nama�m)nam /may Vi edS=r, m(axvn=r Dan Mund 0`,d aadt tkk 0051 re,�� r3 ov�b 11 1, H 3ih l fir) up h ormarmanat o a^ E] EB "d V�ez m„�lv mar 9-L r VLinn OPboa n EA Trl lank Hol for YI, SAID 3-42"111 ALI L IIeIIPatSana Pont rapid ,ala, Mai RISE BEAM and COLUMN DETAILS DOOR OR RETE BEARING AT WALL IX9NOOW HEADER BEAM WALL Tom dif nm hoard goal For IIIR AT blor Iry tied BAN., act /are It "Dallas'P I ...CCL/j/h�jY} Top Fan anSe Par alb PUSLTynr FIAT eat TonshmStran LlToLCawmo O 13 eendi No ming L4kmmwxn At ledifteprelik wawerw eim./mn=end Burunni CONNECTION OF MULTIPLE PIECES OF BEARING AT COLUMN TOP-LOADEW REAMS(1) 1 -Loan Warn Pres, IS ep PoPSL or ollfa onniat at a ua"e013'n D OV) 811, a l2' VeEL MN Tea brmm�Le /±om lot broad ezye bank, REAM COLUMN COLUMN PAGE BASE LATE led C 1, ST) Am IAds FALL the CAP rp naF rF domm n, oft d, par may haltt reduce on Tom Jod31 Vl eAr lJnemre at AWa cin i AT Eciand III e/ m/l/rrgw MMnm�m rtp�iro SmithLS L6 ^ Adeenticar/aapze �bupp/a-mem : currcm PI pOi P3 somermint FASTENING of FLOOR PANELS ,.,I .A RMI plate III Flush plate with Inside Son I so James 1112 Is BEAM and COLUMN DETAILS DOOR OR RETE BEARING AT WALL IX9NOOW HEADER BEAM WALL Tom dif nm hoard goal For IIIR AT blor Iry tied BAN., act /are It "Dallas'P I ...CCL/j/h�jY} Top Fan anSe Par alb PUSLTynr FIAT eat TonshmStran LlToLCawmo O 13 eendi No ming L4kmmwxn At ledifteprelik wawerw eim./mn=end Burunni CONNECTION OF MULTIPLE PIECES OF BEARING AT COLUMN TOP-LOADEW REAMS(1) 1 -Loan Warn Pres, IS ep PoPSL or ollfa onniat at a ua"e013'n D OV) 811, a l2' VeEL MN Tea brmm�Le /±om lot broad ezye bank, REAM COLUMN COLUMN PAGE BASE LATE led C 1, ST) Am IAds FALL the CAP rp naF rF domm n, oft d, par may haltt reduce on Tom Jod31 Vl eAr lJnemre at AWa cin i AT Eciand III e/ m/l/rrgw MMnm�m rtp�iro SmithLS L6 ^ Adeenticar/aapze �bupp/a-mem : currcm PI pOi P3 somermint FASTENING of FLOOR PANELS ,.,I .A abodame, Fuel 11. III Lot It Am roper cone Nor ).fit burn theord Tathareepol III a Alm Loa 1112 Is it Led i AmN SAO forel park Am gab pro u Lo nd aceh nama�m)nam /may Vi edS=r, m(axvn=r earth 0`,d aadt SNS✓/_ 0051 3i'i�¢FRhat 11 1, H Y [" l 11 or up h •Ide, t EB (' E] EB D,IAA VLinn OPboa n ,gr and Top buthot Or romar Austin Far P AT FILLER and BACKER BLOCK SIZES Is Greek 'on, abodame, Fuel 11. a's uncommon .th . a Alm Loa 1112 Is it Led i AmN SAO forel park Am gab pro u Lo nd aceh nama�m)nam /may Vi edS=r, m(axvn=r earth 0`,d aadt SNS✓/_ 0051 3i'i�¢FRhat 11 1, H Y [" l 11 or up h •Ide, t EB (' E] EB D,IAA VLinn OPboa n naoy mwlwa.Qere,,,.e A. an TO Dart NarkmEwin and mnxmum.ll ALI L IIeIIPatSana Mai RISE AS Ad P - Link ') III mand' Free 12+.rr mIT ®®AAAA FAIL al Adm�[, Car ea oi drug pro ndia per longm�.pe,man efe wl . lo Be davag Operon,andisA [mune ki mnhJ 4 1 NO I it Sol mi mmmmA ®mmmmm or act mmmmm INSTAL"I neaLATION IPS TI. .lart r 1_e, iron nit I AtTo I There or IT% Ad I '.ad Ii parrial 1 r -So dW oft it All - EXPEREOR Decon abodame, Fuel 11. longer ill uncommon .th . ATTACHMENT Ss 'h In Loa IF, IF llDagrall Is it Led i AmN SAO forel park Am gab pro u Lo nd aceh nama�m)nam /may Vi edS=r, m(axvn=r eJ.'"j 0`,d aadt SNS✓/_ 0051 3i'i�¢FRhat EXPEREOR Decon abodame, Fuel 11. longer ill uncommon .th . ATTACHMENT Ss 'h In Loa IF, IF llDagrall Is it Led i AmN SAO forel park Am gab pro u Lo nd aceh nama�m)nam /may Vi edS=r, m(axvn=r eJ.'"j Oo, Ac .www, n„e1,,.« aT To inner I abodame, Fuel 11. m,d IT FAA drud) uncommon .th . Panel Loa SELIT o�an �`o Is it Led i Net Kodlls 13} aoe gas uncommon .th . Panel Loa SELIT o�an �`o im,lmym Fla a, it Led • Ford ITT A I , red A 11 , I, Amrs or I at. room N. "I In .1 1 , to ';I Door I all I I amer laid forel park Am = hind LLOWRBLE HOLES 4 - Beams and Headers11 /may 4Pfloean eJ.'"j 0`,d aadt SNS✓/_ VV I'D 3i'i�¢FRhat OFI Y [" l mmmmmm up h •Ide, t EB (' E] EB D,IAA VLinn OPboa n naoy mwlwa.Qere,,,.e A. an TO Dart NarkmEwin and mnxmum.ll ALI L IIeIIPatSana Mai RISE AS Ad P - Link ') Wo nalt or Free 12+.rr mIT ®®AAAA FAIL al Adm�[, Car ea oi drug pro ndia per longm�.pe,man efe wl . lo Be davag Operon,andisA [mune ki mnhJ Nan fill ongh 2._. T Loa band e e wmr,nr2rm.,iw WEB MVf5NERATPACHMENT (ran an /2 314 nmol room IIN2= Pa 161,2] bc, are J, la`M1ne bv1A d I TIIvIrzRangv ,ndlh Vnkt If It n 1.ner «a¢h U nd iconic Tr end NEED O Kodlls 13} mmmoa¢a11e¢e J' 1112 ITT 25116 Sol Panel V,e 13,4' 1 AWL25ARmn 1121V J 13 IF2) Ia �I IP]ne • Ford ITT A I , red A 11 , I, Amrs or I at. room N. "I In .1 1 , to ';I Door I all I I amer laid forel park Am = LLOWRBLE HOLES 4 - Beams and Headers11 /may be at eJ.'"j 0`,d aadt SNS✓/_ VV I'D Do OFI Y [" l WEB MVf5NERATPACHMENT (ran an /2 314 nmol room IIN2= Pa 161,2] bc, are J, la`M1ne bv1A d I TIIvIrzRangv ,ndlh Vnkt If It n 1.ner «a¢h U nd iconic Tr end NEED O %xi Joist Framing ¢, lent Floor ,t frilling a.eO ==r.nreal mg 04 o. not mirmdlnc Anp, RDS r.•” ¢, allI e .aC w O O am . awe OP OIF TIajmtno Fund 81 EdO Am O B2 U,e Bl or R2 at Onor AT I load benegonnear wall fm amove nbc A An on HIT O DI ttaahm,Irak,,ent Incl a, onal AS ron d am HOLES no I Ann 113 .dela. Air Bkslnen I or no III I This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. SLLOWABLE HOLES -TJI Joists In minimum ❑ O annual no LAhad "able A - Ends p rt ""r p andragetal 1112 ITT 25116 Sol Ask 12 516 parn 13,4' 1 AWL25ARmn 1121V 11 '2516 mImIm %xi Joist Framing ¢, lent Floor ,t frilling a.eO ==r.nreal mg 04 o. not mirmdlnc Anp, RDS r.•” ¢, allI e .aC w O O am . awe OP OIF TIajmtno Fund 81 EdO Am O B2 U,e Bl or R2 at Onor AT I load benegonnear wall fm amove nbc A An on HIT O DI ttaahm,Irak,,ent Incl a, onal AS ron d am HOLES no I Ann 113 .dela. Air Bkslnen I or no III I This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. SLLOWABLE HOLES -TJI Joists In minimum ❑ O annual no LAhad "able A - Ends p rt ""r p Intermediate or Carttllever support andragetal I 1 111, In that BE I • Ford ITT A I , red A 11 , I, Amrs or I at. room N. "I In .1 1 , to ';I Door I all I I amer laid forel park Am = LLOWRBLE HOLES 4 - Beams and Headers11 /may eJ.'"j SNS✓/_ O Tons A mmmmmm up h [urmr, meat b0 -an A 111 led I glan ILno ROUND HOLE CHART VLinn ®AAAA AAAA ®®AAAA mmmmA ®mmmmm mmmmm ®m�mmmmA ®mmmmmmmmmmmmmmmmmmmm ®AmmmAmmmmmm�mAmmmmmmi mmmmmmmm_m_m_m_m mmmmm_m_m_m_I mmmAmm ®mmmmmm____mmmmmm____ ®m�mmAAmm ®mmmmmm____mmmmmm____'. ®mmmmmm____mmmmmm____ �mmAAmm ___mmmmmm ___ ®mmmmmmm___m®mmmmm___'i ®®mmmmmmm___mmmmmmm___ ®mmAmmmm m mmmmA l ®mmmmmmm mmmmmm® mmmmmmm ®®mmmmmmm ®mmmmmmm---mmm®mmmmmm Intermediate or Carttllever support TJ[ JOIST ATTACHMENT at BEARING ... han glIVI to IT AIDS ruled OATI no Smor nor FLAT no I nor I to par q Jy Trairpro a! III part WITIODS, Ink III N4,UJ 'Joe ma I IS arnme. line ads list Banco 312 1 t BEAM ATTACHMENT at BEARING �1YinOl Loa III 1.,..aA not b minit as WARNING .� mrT,are 1.Nbl¢nerd bnadlaGrafy ,Lang Glc/u✓u ImIal CO NOT allow ✓wkenb wal4m .lnanam .n „awl Op ache Ad r/dry manvaG /dm o vnaM1ear ;wM IAL&Wer, /EIURYMAYRFN[T oxr Dick of concern For pr vv,normal mndlkonnfNe o m6 parallel are ob,enN ammo mill W dire In . or.,..e.a,..mk PVNS D�z k ALI Sort IT no Knommindri 11 mar, too ki k e\\ ...r. r.m :c ASr an look of NFNJDPNIRALLD51 REBEINRECTMT VE - UPERT OF IE QUIPS FINLAND CONOrtIONDREMEH AULDECEGPCCIESWITIONBFfTECT PRfink IF WORACO SPECTONS AWN VFACTVP[RY WARRANTY AFID fILllL RE IN fl[CTED TO VEN FYALLWORK DOIIAECYIONf ANDCON DIT ON SAT IC6 rt[ INCLUDING VRDiHG ANDfITFCWMNCFS FOR DED\'ERV Of EQUIPS LEM AND MATFPP6, AND REMED) ALLDISCREPAN OES WITH AP<HrtFR PRIOR iO TI I[COIAhI MCEAICli O0.CONTIN EP O \ PO VLII FEERRIC PW11E11G AND HVAC PRIOR TO IN PH OKVEPS FOR APPROWE Oi ALL LCIFMFCOMRACIOR SHALL BF PFSPONS:B LE fOR AtL R VILDII:L DEPARTI LEM ItI P NTMCTOP SHALL\ GENEMLCONTRACTORID CJORDII:ATE MFETINGO SVUTIRG VID SI IEFTROCY LNG LAND SHALL SFNPE THEC It O PRIOR TO RECEIVING FINAL PAGMFM FROM W firs O ED W x Q W U O O o U a h j IS M� F F W W cc Z OO AS 4 OY Co Ad IF CI or In IS = 2 Ed Eu un do 14 G�fir 2 W Uanan` an H6 N �! IT BL��ELr^�1 C U " Y Q L EDWIN BmnLs sG1LE 114 IGEN TED of'401, TIFFTNURIETR A,k andragetal I 1 111, In that BE I • Ford ITT A I , red A 11 , I, Amrs or I at. room N. "I In .1 1 , to ';I Door I all I I amer laid forel park Am = LLOWRBLE HOLES 4 - Beams and Headers11 /may eJ.'"j SNS✓/_ O Tons A up h [urmr, meat b0 -an A 111 led I glan ILno ROUND HOLE CHART VLinn Loop I IT Into, I am IN TJ[ JOIST ATTACHMENT at BEARING ... han glIVI to IT AIDS ruled OATI no Smor nor FLAT no I nor I to par q Jy Trairpro a! III part WITIODS, Ink III N4,UJ 'Joe ma I IS arnme. line ads list Banco 312 1 t BEAM ATTACHMENT at BEARING �1YinOl Loa III 1.,..aA not b minit as WARNING .� mrT,are 1.Nbl¢nerd bnadlaGrafy ,Lang Glc/u✓u ImIal CO NOT allow ✓wkenb wal4m .lnanam .n „awl Op ache Ad r/dry manvaG /dm o vnaM1ear ;wM IAL&Wer, /EIURYMAYRFN[T oxr Dick of concern For pr vv,normal mndlkonnfNe o m6 parallel are ob,enN ammo mill W dire In . or.,..e.a,..mk PVNS D�z k ALI Sort IT no Knommindri 11 mar, too ki k e\\ ...r. r.m :c ASr an look of NFNJDPNIRALLD51 REBEINRECTMT VE - UPERT OF IE QUIPS FINLAND CONOrtIONDREMEH AULDECEGPCCIESWITIONBFfTECT PRfink IF WORACO SPECTONS AWN VFACTVP[RY WARRANTY AFID fILllL RE IN fl[CTED TO VEN FYALLWORK DOIIAECYIONf ANDCON DIT ON SAT IC6 rt[ INCLUDING VRDiHG ANDfITFCWMNCFS FOR DED\'ERV Of EQUIPS LEM AND MATFPP6, AND REMED) ALLDISCREPAN OES WITH AP<HrtFR PRIOR iO TI I[COIAhI MCEAICli O0.CONTIN EP O \ PO VLII FEERRIC PW11E11G AND HVAC PRIOR TO IN PH OKVEPS FOR APPROWE Oi ALL LCIFMFCOMRACIOR SHALL BF PFSPONS:B LE fOR AtL R VILDII:L DEPARTI LEM ItI P NTMCTOP SHALL\ GENEMLCONTRACTORID CJORDII:ATE MFETINGO SVUTIRG VID SI IEFTROCY LNG LAND SHALL SFNPE THEC It O PRIOR TO RECEIVING FINAL PAGMFM FROM W firs O ED W x Q W U O O o U a h j IS M� F F W W cc Z OO AS 4 OY Co Ad IF CI or In IS = 2 Ed Eu un do 14 G�fir 2 W Uanan` an H6 N �! IT BL��ELr^�1 C U " Y Q L EDWIN BmnLs sG1LE 114 IGEN TED of'401, TIFFTNURIETR A,k andragetal • Ford ITT A I , red A 11 , I, Amrs or I at. room N. "I In .1 1 , to ';I Door I all I I amer laid forel park Am = LLOWRBLE HOLES 4 - Beams and Headers11 /may eJ.'"j SNS✓/_ O Tons A up h [urmr, meat b0 -an A 111 led I glan ILno ROUND HOLE CHART VLinn Loop I IT Into, I am IN TJ[ JOIST ATTACHMENT at BEARING ... han glIVI to IT AIDS ruled OATI no Smor nor FLAT no I nor I to par q Jy Trairpro a! III part WITIODS, Ink III N4,UJ 'Joe ma I IS arnme. line ads list Banco 312 1 t BEAM ATTACHMENT at BEARING �1YinOl Loa III 1.,..aA not b minit as WARNING .� mrT,are 1.Nbl¢nerd bnadlaGrafy ,Lang Glc/u✓u ImIal CO NOT allow ✓wkenb wal4m .lnanam .n „awl Op ache Ad r/dry manvaG /dm o vnaM1ear ;wM IAL&Wer, /EIURYMAYRFN[T oxr Dick of concern For pr vv,normal mndlkonnfNe o m6 parallel are ob,enN ammo mill W dire In . or.,..e.a,..mk PVNS D�z k ALI Sort IT no Knommindri 11 mar, too ki k e\\ ...r. r.m :c ASr an look of NFNJDPNIRALLD51 REBEINRECTMT VE - UPERT OF IE QUIPS FINLAND CONOrtIONDREMEH AULDECEGPCCIESWITIONBFfTECT PRfink IF WORACO SPECTONS AWN VFACTVP[RY WARRANTY AFID fILllL RE IN fl[CTED TO VEN FYALLWORK DOIIAECYIONf ANDCON DIT ON SAT IC6 rt[ INCLUDING VRDiHG ANDfITFCWMNCFS FOR DED\'ERV Of EQUIPS LEM AND MATFPP6, AND REMED) ALLDISCREPAN OES WITH AP<HrtFR PRIOR iO TI I[COIAhI MCEAICli O0.CONTIN EP O \ PO VLII FEERRIC PW11E11G AND HVAC PRIOR TO IN PH OKVEPS FOR APPROWE Oi ALL LCIFMFCOMRACIOR SHALL BF PFSPONS:B LE fOR AtL R VILDII:L DEPARTI LEM ItI P NTMCTOP SHALL\ GENEMLCONTRACTORID CJORDII:ATE MFETINGO SVUTIRG VID SI IEFTROCY LNG LAND SHALL SFNPE THEC It O PRIOR TO RECEIVING FINAL PAGMFM FROM W firs O ED W x Q W U O O o U a h j IS M� F F W W cc Z OO AS 4 OY Co Ad IF CI or In IS = 2 Ed Eu un do 14 G�fir 2 W Uanan` an H6 N �! IT BL��ELr^�1 C U " Y Q L EDWIN BmnLs sG1LE 114 IGEN TED of'401, TIFFTNURIETR A,k WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD COIISTAUCTION FOLLOW MAIJUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY KIDS STuo: Encn'LLFaF E, SILL SITEE BIRD E .THE EJITTM PLATE HCa P CP Fln f IFD-ER A B4HHIB DJUBLE e]ILT DEVPLL P,FTEP Eo) JVf K ETPD' , RE A, POLLS HIIT SIDE SILL 9LI3FH, T.13 rLPTE A, X\ A, EIPEEP,PI 1TT FLCU� PILL ST 1. 1 3 1 1 A -) EE ITTkCHEF T PILL ETIFT 1F. CEO EASE JOE, HE, ALL ISHEIIII rPTJ JI JET IFHD� FETAL FA -HIND A- PEE SPILL, DDEI'LLEr SAI F -THE PLO I SELL I IFUN ITCH /I Y//5 1, "IV FILTERS D PIE13E AJH FAIL[- HELM PE,F TP LLE. FEES THE DEALER STEEL LCrR4Er LOA TF ILLJN FDA SHPINK46E A PEDU�E FWAP (FTS TT,�S STRIP OFF FEE BLOC INS EETLEFEB HE STS FLAT PRE ' ICED ADD WALL PHIL P A TEFVrtE 9ASSA E�j EA' I LL �LTNNR� Tt 4ECT IS T 1-1 4 c3A 1PiQ THEIR FUEL ALL 1 J PC ADD .14CL 'TI ET I- I- HAFIEP PT_ I 1-1 'S' 2091 1 IDEAS A J,H IS INHEL T TO IE4 IT UP-HEF , - c%ET AT F-POEF IHAI ET RES: 'POPE Ii STS ]L[H - ---- Fri TO Ll HJP LF P All P i Q E IP PAILFUL ATI 'I I - BATH LEA T_ -E ED HE�E 4 DOUBLE LOCH JUL, JULES ILE PETER 'EFFORT WPLEFT EASE RALL PIRINITHE PAPELL't NTH THE ELDER PT Nf 1V REST IF 1UNTP C -OF f T T) 1 SIDE 'AT ALL CARDER' 11 HILL AT -7 MY 1 L -I IT"' NUABERI FEE PIT I AP ��AMTI ��FV A - 1 3 Ll I L6 TEX A _TI HI SM A PIT H IF ='6 ;"s illi ILr POOR PLATE SIR' C IFAFTEr THEIJ-P JMEEPI DESHFIFTHEN I IPPLAAl [ tut PoFF JBCT DIEEFFFN NTH (21 TORTE TULLE AID L 'I SET AIDE 7NFLITAIN CHISUEL PULSE sT[EL DR Tu ILL cr PnLL=N u FIFIFINIFY ' T Elranl :IRF 6mDHIPPIL rn a E+TLFJ. HFR FLAT - I/_ DIA c„ T3 15' o ETAI TO IND'TIS I TIP P1 HE BL�CIIHILL P OFFJ� Tq A I D N� WILL 'i F HE LEIS HFDrr Ei5r CL THE FLA AT BUFFER ALL CREEP PELEE I ILT SEPTI 11 � I ?ABER DEF,PIPFIUN ALL A ED NRIIPT� LP P71 TEDUAIN ANCHOR I'PL I TF FAIII -FIRPIE < r -Tr IAL4 "TEP. OU ALL ARE I I -,ln I L`10 LOT, 'Lr1PE IT' FF' SE Coll' - �E F EAST OTF`; A, THREADED ELF 2 AGLINS I \R< RE A, POLLS HIIT SIDE SILL 9LI3FH, T.13 rLPTE A, X\ A, EIPEEP,PI 1TT FLCU� PILL ST 1. 1 3 1 1 A -) EE ITTkCHEF T PILL ETIFT 1F. CEO EASE JOE, HE, ALL ISHEIIII rPTJ JI JET IFHD� FETAL FA -HIND A- PEE SPILL, DDEI'LLEr SAI F -THE ITCH /I Y//5 1, FILTERS D PIE13E AJH FAIL[- HELM PE,F TP LLE. FEES THE DEALER STEEL LCrR4Er LOA TF ILLJN FDA SHPINK46E A PEDU�E FWAP (FTS TT,�S STRIP OFF FEE BLOC INS EETLEFEB HE STS FLAT PRE ' ICED ADD WALL PHIL A TEFVrtE 9ASSA E�j EA' SITE BEAUTIFUL SO HILL LAIL LIFIALL L _� E-1PINT VILLA AND FEADERq tA T,15 4 - 16- I 1 FLIED 1-1 4 c3A 1PiQ THEIR FUEL ALL 1 J PC ADD .14CL 'TI ET I- I- HAFIEP PT_ I 1-1 'S' 2091 1 IDEAS A J,H IS INHEL T TO IE4 IT UP-HEF , - c%ET AT F-POEF IHAI ET RES: 'POPE Ii STS - ---- Fri TO Ll HJP LF P All P i Q E IP PAILFUL ATI 'I I - PT Nf 1V REST IF 1UNTP C -OF f HILL AT -7 MY A - 1 3 Ll I L6 TEX SM - ='6 ;"s illi ILr POOR PLATE SIR' C T`P �l�N: FOLK pATn 11 l /` [ tut PoFF 'I SET AIDE 7NFLITAIN CHISUEL PULSE sT[EL cr PnLL=N u FIFIFINIFY ' T Elranl :IRF 6mDHIPPIL rn a E+TLFJ. - I/_ DIA c„ T3 15' o ETAI TO IND'TIS I TIP P1 HE BL�CIIHILL P OFFJ� Tq A I D N� WILL 'i F HE LEIS HFDrr Ei5r CL THE FLA AT BUFFER ALL CREEP PELEE I ILT SEPTI 11 � I ?ABER DEF,PIPFIUN 'P�LIA-Tl < r -Tr IAL4 "TEP. OU ALL ARE I > SE Coll' RE A, POLLS HIIT SIDE SILL 9LI3FH, T.13 rLPTE A, X\ A, EIPEEP,PI 1TT FLCU� PILL ST 1. 1 3 1 1 A -) EE ITTkCHEF T PILL ETIFT 1F. CEO EASE JOE, HE, ALL ISHEIIII rPTJ JI JET IFHD� FETAL FA -HIND A- PEE SPILL, DDEI'LLEr SAI F -THE ITCH /I Y//5 1, FILTERS D PIE13E AJH FAIL[- HELM PE,F TP LLE. FEES THE DEALER STEEL LCrR4Er LOA TF ILLJN FDA SHPINK46E A PEDU�E FWAP (FTS TT,�S STRIP OFF FEE BLOC INS EETLEFEB HE STS FLAT PRE ' ICED ADD A TEFVrtE 9ASSA E�j EA' SITE BEAUTIFUL SO HILL LAIL LIFIALL L _� E-1PINT VILLA AND FEADERq tA T,15 4 - 16- I 1 FLIED 1-1 4 c3A 1PiQ THEIR FUEL ALL 1 J PC ADD .14CL 'TI ET I- I- HAFIEP PT_ I 1-1 'S' 2091 1 IDEAS A J,H IS INHEL T TO IE4 IT UP-HEF RE A, POLLS HIIT SIDE SILL 9LI3FH, T.13 rLPTE A, X\ A, EIPEEP,PI 1TT FLCU� PILL ST 1. 1 3 1 1 A -) EE ITTkCHEF T PILL ETIFT 1F. CEO EASE JOE, HE, ALL ISHEIIII rPTJ JI JET IFHD� FETAL FA -HIND A- PEE SPILL, DDEI'LLEr SAI F -THE UFFOC ITCH SIFF FILTERS D PIE13E AJH FAIL[- HELM PE,F TP LLE. FEES THE DEALER STEEL LCrR4Er LOA TF ILLJN FDA SHPINK46E A PEDU�E FWAP (FTS TT,�S STRIP IF 110 TEFVrtE 9ASSA E�j EA' tA T,15 1-1/4 ElL' 16g, F I ITUDS ED IT I UFFOC D-_ ','LL PL,TE TEFVrtE 9ASSA �— SUBFLULR , - c%ET 'POPE Ii STS - ---- P All P i Q E IP PAILFUL ATI 'I I - PT Nf f A - 1 3 Ll I L6 TEX SM - ='6 ;"s illi ILr POOR PLATE SIR' C T`P �l�N: FOLK pATn 11 l /` [ tut PoFF PULSE sT[EL cr PnLL=N u ' T Elranl :IRF 6mDHIPPIL rn a E+TLFJ. - I/_ DIA c„ T3 15' o ETAI 'FEES COLUrI'I A ' < r -Tr IAL4 "TEP. > Coll' - \R< =EMI FLAB I/ III HDP BOLI ErLE ELV E'IT J COIIPP'T FILL PIT D_p '_ TIC PETE �/ 4' • 1.4' • 6' STEEL I . • BI BP fY '::a LL 1E' PLLIIG LIP^ iT AND BLTTM PLAT, FLA `FA DS AT rII1R VS F" PIP'HOP RILL nE VAy( TRUTH, �,So fllf fT > ° ° L',_ NI 3o JAPE 'NA }'PS 1'2 CF,) IT fICHOF B9Li GCIP E_POn pH _pS JC OPEN3, ^ UFFOC - ---- P All P i Q E IP PAILFUL ATI 'I I - TFIFAL PS"F DETAIL A - 1 3 Ll I L6 TEX LIE' SIR' C �SUBFCLR IFA Li e'rtll Ell IF FP1 E E�IIFni_T FIS'_ D,LFE �. r ^'E i a STEEL BEAM FGP FIT -LC Vi •"" 4' SLAB \ P T PLATE W 6; N'MM r 5 O'F L \V N11 � ^ 4"paI VEWAY IIEL A IIDLCH SOL LLP ciFUsi HEILHi ... r,EFFFn, SES FFV. iop ] BE ALEC: nl VP FILLED THAN ___ - `- EEAUD >� > -ara pEAv m :LLcvEEV RI sism nun o` aC' , ,.o ` I I \PROVDE rFA.FHe v EE) MIN F°A' ° °C A °"••na �Il•i=I SEAM FOP HUDDLL IF FIELDED VPn Y'9 Ce",°` FEI:FpP: u1s =PR -Du4r. TM LF PLAN IS ,1 • ' o A 11 �_utlFw'=F Drew nLE L��AAs IA NournrL lrc DAN V.- — _ INIAL -E mloEr, sE.il IT P;ulr°[\.,,°A 11 TFa 6EPrn Js�H]SEEiq.:,, of{I Tr -4n rY,_LT TUE=Fn: TLDRI noTl-rlor o6 a ymJ 'YJ T •t ,c _ _ ^ -IIIA in L6 -L =EP11 PLATE IBLLTED TO EEIA%r. S�CV mI `SC1p �P; A TRIC AL' ll{ HCHPLITHN F.^.UNDArvo'1 PEIRFJPCE W14 til N4 FFIFNFOCCI l FAL, FLA _ 11B] 9EVEAiH BEOPTIR WALLS SUN LOU NN _ - (/ ( y� e'7 9P A� FITNESS { E FE.gllls VIID !^) k4 FCII. ORC InL tlPN, _ �q1 f 4 IA IIIINI DEARTH EVF'ArE FSP 1'FCp BEPP SARACE DOOR BLOCKOUT I` " N jY BE 1.1 IS ET 4 Ei'.,�.yrJ {e� ,moi O`S NE'W�/ PAINTER RIME PND FIRST ALL DOOR HAS TO MAINTAIN DISCREPANCIES AETVEME THE BANKINGS, THE SPOIFICATIOND ADD THE FIELD CONDITIONS, AND SHALL RAC UEACU0.IHCATION BEFORE COMMENCISTIR ORB CGNTRACT00.SHllLVERIFYALL Or15 MANUFACTURER'SWARRANTY AND 9 FALL BF INSPECTED TO V[P 6Y ALTO NATO CONTRACTOR AND COMPUTER ARCHITECT INCLUDING SETS PLUMOSE AND COORDINATE TOINSUTATINGANDa11EETPOCA OF ALL GENERAL LL SECURE THE C o10 PPIORTO RIBLEFOP FINAL PAWED FRONT(011ECTI D NTMCTOP SHALLNOT iION_4i 10B SRE PIC LU DINL RNLOII.L PHO SITE CLEARANCES FOR DELM0.v OF EQUIPMENT AND MATERIALS. AND REMFDI ALL DI20.iPA11CIES\nIT1PRCHRECi PRIOR TO Tl 1[COAIMENCEnIENT OR CONTINUATION Oi ••'OPY VGH ELECIP IC PLVLIBING ANO HVAC PPIOR InG D34 ECEI•IING FINAL PAYMENT F0.0M OWNEP3 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED Ufl METAL CONNECTORS FOR PROPER WIND PERSUADE CCPISTRUCTION FOLLOV' I.IANUFACTURES RECOMMEIJDED IIJSTALUTION INSTRUCTIOIJ5 TO ACHIEVE I.IAKINIJI.I UPLIFT L0.1D CAP4CITV 4"MMACC TT I DIA MAMMUM STAIR DAILRJ 1 FT SPACE MINIMUNI RAMUSPERS ALL HANDRARSSILLI CONTINUOUSTHE FULL LENGTH SHALL NOT BE LESS THAN I Per NOR MORE THAN 2- IN CROSS SECTIONAL DINECRESION. OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRAPPING SURFACE DEC -H PUMPING CHINESE OPTTO BLDG CONNECTION LEDGERTO BE CONNECTED TO BLDG USING 112" DIA BOLTS NUROC WITH WASHERS REACHING LUCKED UNDER TOP PIECE OF 5101NG AND CAPPED OVER FIRST CON] IN PIECE OF SIDING BELOW" iC DCA LAG BOLTSW,R'ASHEPS CONNECTED TO BLDG @16 OC FRONT FREARMING Fi OBSTHANNEDR RAFTER RIDGE LOCRATION USA NUMBER I DESCRIPTION AFFLICT ON APPLICATION PHO POST CAP ANCERCRIAPPLY CONEU =1 TOE LD ANCHOR AFTENTOPLATE C NON USP NUMBER DESCRIPTION AFFLICT ON APPLICATION PHO POST CAP ANCERCRIAPPLY CONEU =1 TOE LD ANCHOR AFTENTOPLATE DE51GN WEATHERIN !MK 20g, IFYIDOWN ANCHOR CONCEE CT To JOIST GIRDER/HEADER LOCATION USPNLR,WCRj DESCRIPTION 1 APPLICATION APPLICATION APPLICATION 'PONT) K(Ndi VUOD J015T CIPDERrHEADER \C'Cc D JOIST ALL JOISTS CONNECTED TO AfLUSIT HEADER TO B E SUPPORTED WITH THE PROPER STEEL CONNECTOR IF ABLE. SET FIR JOISTS APRON 1`4 HIGHER THAN LVL HEADERS TO ALLOW FOR SHRPJRAGE WOOD JOIST BLOCKING WOOD GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND VSEWITH RTIDTYDOWNANCHOPS KING STUDS LEDGER CRIPPLE STUD I LEADER RAFTER SIZE 1USP DEBT E41 DOC NNNON APPLICATION APPLICATION 'PONT) K(Ndi POST CAP ANCERCRIAPPLY N HED 0 =1 TOE LD ANCHOR AFTENTOPLATE DE51GN WEATHERIN LINE �, TOP PLATE V'ALL SPUD LOCATION UEPNNA%DR DESCRIPTION APPLICATION 4145QLIDCOLUNINIPBS44 'PONT) K(Ndi POST CAP ANCERCRIAPPLY IT =1 TI ANCHOR AFTENTOPLATE DE51GN WEATHERIN LINE A ITT DECAY 1 SFTH4 STUD PLATE ANCHOR FLOOD HAEARDS LOAD (MPH) CATEGORY TOE NAIL GIROERM CMOR POSPCOLUMN STV RINCDCCK POA40-0ECK CONNECTION ON USE a1M (2) V2" DIA CAP) BOLTS WITH WASHERS AND NUTS GRDER'HEADER POSDCOLUMN USEMIN (2)N2 DIA DATA BOLTS KITH WASHERS AND NUTS CONCRE 0 CATION I UP NUMBER DESCRIPTION �ELARAA I ALUM INEALM ANCHOR AT IN an 4145QLIDCOLUNINIPBS44 'PONT) K(Ndi POST CAP ANCERCRIAPPLY TO EACH COUP IN ii PAUSbARISTAIFURI/I ANCHOR APPLY TO EACH F60TI11SIll DE51GN WEATHERIN LINE TERMITE STV RINCDCCK POA40-0ECK CONNECTION ON USE a1M (2) V2" DIA CAP) BOLTS WITH WASHERS AND NUTS GRDER'HEADER POSDCOLUMN USEMIN (2)N2 DIA DATA BOLTS KITH WASHERS AND NUTS CONCRE 0 CATION I UP NUMBER DESCRIPTION �ELARAA I ALUM INEALM ANCHOR AT IN an FROST CRY DECA POST FTG CONNECTION rvTCRTO PRIMFAw pnuaT nu DooR EDGEi TD M+w.nw - - - PEQUI.T C1na1H.ATION BFRO F CUMMUNCING OPERA CONTREGFORSEKTIARRYAU yNwANTCENDIH,LLBEINRECTEDTOATRRYALLL em r GROVN WIND SEISMIC NOTES FROST CRY SPA G WINTER ii PAUSbARISTAIFURI/I ANCHOR APPLY TO EACH F60TI11SIll rvTCRTO PRIMFAw pnuaT nu DooR EDGEi TD M+w.nw - - - PEQUI.T C1na1H.ATION BFRO F CUMMUNCING OPERA CONTREGFORSEKTIARRYAU yNwANTCENDIH,LLBEINRECTEDTOATRRYALLL em r GROVN WIND SEISMIC NOTES FROST CRY SPA G WINTER ICESHIELD 8 WAIT 3RdCOWN& SNOW SPEED DE51GN WEATHERIN LINE TERMITE DECAY 1 DESIGN UNDBRIAYMENT FLOOD HAEARDS LOAD (MPH) CATEGORY TOE NAIL DEPTH AS PER TABLE 3 7 EACH TEMP 0.EOVIRED Wil SBC 45 LBS 120 B SEVERE 3 T MODERATE SLIGHT TOTO 11 NONE NAIL COCTUAR TIE AS PER TABLE 3 4 EACH FACE TO RAFTER HEAVY MODERATE NAIL BLOCKING 3 - End COMMOR DECKAND COVETED PORCH NOTES- III UT,ni hampersnand anchorsto begalmmeed oral to be aeAidell sieelrurclraetetl lumber `1 Girders for dccLlouts to be bolted or D,hc, Eto carr, post or Pier Alt, waAeis antl nu, Sod,, a pars shi be ranch Dred wub proper ,elm nchmcd iso concrete wine a minimum 112 dla v T long anchor Eou with washer, and nits 3) Porta tupportmg gull shall be authored to a minimum 24124A 12M¢k concrete (oehgAJ Use A minimum 12'tlm rT" long NEI bolt with wash,, ,it nu0. F,,Ugs Shall ,e 3 k b,1c garde N D.d.loPh onaoebmakingatg'Ooa 51 FesMn4ihallbe ,,felled betwee,thebotld'ngandl,dS,r Upp,C no the sheathing and ose the longer Ledges to be test ..d to botlLmg with PC dm FulG•vhv mhee and ,is at 16' o c i) Conaae par. shall be a minimum As above grade I) All lost, to be s,ppoNed with M1msge, and anchors Each Lout SUIT alar be inchoutl o 111 3) Covered ROORball be nembled and andmred the same mvnner of a thplcel budding 3) Use nmpson hangars end aneho l SUIT LMA%Thai plvtettWe coating or equal or any cmi with ACQ. NAILING SCHEDULE JOINT DESCRIPTON MAIL NAIL NOTES JOINT DESCRIPTION CRY SPA G NOTES RAFTERTO 8 WAIT 3RdCOWN& EACH TOE TOP PLATE UVWALL PLUS COMPROP RAFTER TOE NAIL JOINT DESCRIPTON MAIL NAIL NOTES JOINT DESCRIPTION (ESTER SPACING NOTES RAFTERTO 8 WAIT 3RdCOWN& EACH TOE TOP PLATE UVWALL PLUS COMPROP RAFTER TOE NAIL CEILING JOIST 8 WALL 3 Ad CONALICIP EACH FACE NAIL TO TOP PLATE M'WALL 4-8d CONIM01 ROPER TOE NAIL CEILING POIST TO AS PER TABLE 3 7 EACH FACE PARALLEL PAFTER Wil SBC LVE, NAIL CEILING JOIST UPS AS PER TABLE 3 7 EACH FACE OVER PARTITION WEEKS FEC LEE NAIL COCTUAR TIE AS PER TABLE 3 4 EACH FACE TO RAFTER WFCM-SBC END NAIL BLOCKING 3 - End COMMOR EACH TOE TO RATHER 2 - Bd COMMON END NAIL RIMBOARD 2 -16d COMMON EACH END TO PAFFER END NAIL JOINT DESCRAI'TION NAIL NAIL NOTES JOINT DESCRIPTION NAIL NAIL NOTES ACIETTO QPC SPACING TOE TOP PLATE TO PER NAIL TOP PLATE 2 -16d COPPi FOOT FACE NAIL TOP PLATES AT 2 FICOMMOR JOINTS FACE INTERSECTIONS 4 -16d COMMOT EA SIDE NAIL STUD TO 2 16dCOPIM01 24' FACE STUD OC NAIL HEADER TO 3 -16d COMMOP 16 OC FACE HEADER laid COMMON ALONG EDGES III TOP OR 30�om 2 ISACOSFAMO! PER OR HELD END PLATE TO BLUE 3 - End COMMOR PER 216 RED NAIL BOTTOM PLATE TO JOIST NAIL FLOOR POLISH BAND JOICH 2 - TELL COMMOR PER FACE NAIL END fil OR BLOCKING BOOT eR JOINT DESCRAI'TION NAIL NAIL NOTES Qn SPACING ACIETTO 4 WCOMMON PER TOE ALL. TOP PLATE OR GIRDER FAST NAIL BRIDGING EACH TOE TO JOIgr 2 FICOMMOR END NAIL DOCKING EACH TOE TO KRAL 2�9JJCOFQAOF END NAIL BLOCKING TO EACH TOE SILL OR TOP PLATE 3 -16d COMMOP PLOCK NAIL LEDGER STRIP EACH FACE BUILT ON LEDGER 3 Ed CACII PER TOE TOBLAM JOIST NAIL To EST OnT eR SELL . TOP PLATE led CONINECO TOE At JD HAT 5 URF THOF C ar O PRIOR TO A FORT I GRN BE PAYMENT FOM OUMERE A ECTIONi BRIT TONS W no d O W x Corr Q W A) O a a a O Ca �I U a ESS HE O LO x v Z BE x z CBS cb� O r *lgiZ As LTjE Les P3 LLEA u\ To AEG NU 'ihv Ev U` U WAS An N C U C Q G nrzawr nm I Nn MAIT P6' -1'L" DRn mh IF nits SHEET NIJNtlbR Ani GENERAL NOTES CONSTRUCTION NOTES: 1). THE Information within thin set of construction documents Is related to basic design Intent and fradri details They are intended as a constructlon aid, not a substitute for generally accepted good building practice and Compliance with current New York State building codes The General Contractor is r esponsible for providing standard construction details and procedures to ensure a professionally finished, structurally Pound and a weatherproof completed product 2). The General Contractor Is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and regulations, etc These codes are to be comrdered as part of the specifications for this buildup and should be adhered to even If In variance with the plan 3) Dimensions shall take precedent over waled drawings, (DO NOT SCALE DRAWINGS) 4) The designer has not been engaged for construction smaydressFen and assumes no responvillhay for construction coordinating with these plans, nor raffoneibthfy for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work There are no warranties for a specific use expressed or Implied in the use of these plans 5) Refer to the Window and Door schedule for exterior openings 6) The General Contractor is to ensure that masonry or prefabracted fireplaces meets r exceeds manufacture's specrfcations and applicable codes ]) The General Contractor is to consult with the owner for all builtinItems such as bookcases, shelving, pantry, closets, trims, etc 8) Wind load requirements shall be taken Into account during construction FOUNDATION NOTES: 1 The General Contractor and Mason to reviewP law, elevabons. details and notes to determine intended heights of finished flora(s) above typical grade. 2) All footings to rest on undisturbed (virgin) soil 3). Provide 1/2" expansion Joint material between concrete slabs and abutting concrete or masonry walls occurmg in exterior or unheated Interior areas 4) Any new concrete walls being attached to existing concrete structure shall be Installed with #5 re bat, 18" long at 12" O.E.. Use approved epoxy for Installation. 5) Unless otherwise noted, all slabs on grade to be 2500 ax I Concrete to be poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs to be minimum 3-1/2 Inch thick All fill to be compacted to 95% relative density with 6" maximum lifts (layers) 6) Crawl spaces to be provided with a minimum 16'x241 access opening Install one 8x16 cast non foundation vent for every 150 sq BE of area ]) Dampproft exterior of foundation oath bituminous coating as required by current N Y.S. Residential Conmumon Code A 6 -mil polyethylene firm shall be applied over the below grade portion of exterior walls prior to backfiring 8) Drainage as regmred by cut rent N,Y.S. Residential Construction Code FRAMING NOTES 1). All framing techniques and methods as press ipirve design of current SBC High Wind Edition Wood Framing Construction Manual 2). Unless otherwise noted, all framing and structural wood material to be #2+BTR Douglas Fn. 3) Floors, walls, ceilings and rafters to be spaced at 16 inches sec. unless noted otherwise 4) Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2+SET Doug Fir, Bearing wall headers to have (2) lack studs and (2) full length studs on each Fide of all openings. LVL headers to have (3) jack studs and (2) full length Studs on each aide of openings. Bearing wall window IN shall also have (2) window sill plates for 2x4 wall openings between 4'I and 6'0 and 2x6 wall openings between 5'11 and B'9 Provide fire and blocking where applicable 5). All Flush beams/headers to be Installed with heavy duty galmnized hangers and anchors where applicable to all connecting loth 6) Double up Southpaws under walls that run parallel to the flour joist and under bathtub Floors to have ceramic toe Installed Sherr be verified for proper load capacity unless noted on plans ]) Provide 2-1-3/4ethick mcrolams( height to match floor)olns) around nmrwell ambo other access operengs unless otherwise noted (typical) R Dormers running up roof refers arc to be supported by double rafters on either side where applicable unless otherwise noted. Provide blockrn bdd m n floe joists at 8'0 ¢c., Use solid blocking In Floor joists 9f, B/ 8 8' floor g under all bearing avails 10) Provide Insulation baffles at cave vents between rafters Install draft blocking as needed II) Unless otherwise noted all roofs and walls to have a minimum 12' thick, 4 -ply Fir r rade wood. Plywood to cover over pates and headers. COX exterior sheathing PY Yw P 12) Unless othelr ase noted use 3/4" thick TE PTS Fu or Advantech plywood w6foor adhered with PL400 ad ff5r a and screwed to floor )oras. Finished floor to he Installed Center subfoor as per manufacture's rust unions. 13) All bathroom walls to have 1/2" thick moisture resistant sheetrock Garage walls and ceilings and over furnace to have 5/8" thick typea sheetrock All other parts of building to have regular 1/2" sheetrock All walls to be taped and fmshed. 14) All roof with a pitch less than 412 shall be installed with an Ice & Water barrier or approved equal. Flat roofs shall be applied wroth a FlberglaP base sheet with an EPDM torch down type material over, 16) All sill plates and wood In contact with concrete to be pressure treated. Sill plates to be installed with a foam Sill gasket and coji tax termite shield or approved equal WIND FRAMING NOTES I) RIDGE -TO RAFTER ASSEMBLY 1-1/4' X 20 gauge Strap shall be attached to each purr of rafters In accordance to table 3 4. When a collar tie is used In leu of a ridge strap, the number of Rod common nails required in each And of the collar tie need not exceed the tabulated number of Ed Fain in the strap 2) RAFTER -TO WALL ASSEMBLY Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be In accordance to table 3 3 When a rafter or truss do not fall In line with Studs below, rafters or busses shall be attached to the wall top plate and the wall top plate shall be attachEd to the to the wall stud with uplift connections. Roofs overhanging the rake Fide of the building shall be convened with uplift connections lin accordance with table 3.3c 3) WALL-TOBVALL ASSEMBLY Wall studs above and studs fielow a Floor level shall be attached with uplift connections In accordance with table 3.36 When wall studs above do not fall In line with studs below. the studs shall be attached to a common member In the Floor assembly with uplift connectors in accordance with table 3 3 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift cormeactoax Steel straps shall have a minimum embedment of ] Inches In concrete foundation and slab -on -grade, 15 inches in masonry block foundations, or lapped under thelate and nailed in accordance with table 3 36 When steel re straps lapped under the P P a p0 bottom plate, 3 inch square washed Shelfbeused with the anchor bolts, Anchor bolt Spacing in to be sto ed andSpaced sized In en 6 -lance es fromable a In addition la Spacing, al anchor bolts are to be spaced between 6-12 ruches from the end of a sill plate and all -orn 5) TYPE I EXTERIOR SHEARWALL CONNECTIONS Type I exterior shear walls with a minimum of 7A6 inch wood structural panel on the exterior attached with Bit common malls at 6" o c at theanel ed es and Re c In the field, and P g o LET inch gypsum wallboard on the interior attached with 5d coolerat ]" at Panel edges and lo' o c In the field shall be m accordance vntn the lengthh requirements ntt s speofied m fable 3 Rya -b. 6) TYPE II EXTERIOR SHEARWALL CONNECTIONS Type 11 exterior sheanvalls shall meet the requirements of table 3 be IF times the appropriate length adlustment factors in table 3.16 ]) INTERIOR SHEARWALLCONNECTIONS: Allowable ndewall lengths provided In table 3 14 shall be permitted to be increased when Interior sheanvalls are used Sheathing and connections shall be in accordance with 2.4.4.2 and 2.2 4 1EspectivEly 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections lin accordance with table 3 5 Window sill plates shall be have steel connectors In accordance with table 3 5, 9) CATHEDRAL CEILING ASSEMBLY. Where a ridge Is to be used as a structm al beam, the rafters shall either be notched and anchored on top of the beam or slope connectors shall be attached to each rafter to ridge along the open ceiling part of the building Connections to the ridge and wall Shall be be attached with the above requirements DECK AND COVERED PORCH NOTES: 1) Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvirwa d or Stainless steel. 2). Girders for deck joists to be bolted to each post with washers and nuts Girders on concrete pliers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" the x 7" long anchor bolt with vNhhers and Fah 3). Posts supporting girders shall be anchored to a 12sxl2"x12" thick concrete foaling Use a minimum 12" dha If Or long anchor boli with washers and nuts Footings Shall be 3 fl. below grade. Porches with covered roofs shall have 12" did. conn are piers for the gin ders. 4) Deck johns to have blocking at B'o o e 5) A minimum of 10 inch flashing shall be installed between the building and ledger Ledger to be fastened to building with FIT the bolts with washers and nuts where needed 6) Concrete piers shall be a minimum 6"above grade Z) All lolst5 to be supported vale hangers and Freeness Each Jout shall also be anchored to girder(s). 8). Covered Roofs shall be assembled and anchored the same manner as a typical bu0drm PLUMBING NOTES 1) All water Supply, drainage and venting to be installed as Per Nerb Residential Construction Cade 2). Verify septic system with the Engineer for Suffolk County Health Department approval 3) If wall studs, plates or Joists are cut out during Installation for any plumbing related work, San owde adequate bracing and plates to protect and secure the structure. Verary with the HVAC SYSTEM NOTES 1) Mechanical subcontractor is Iesponthle for adhearing to all applicable codes and safety requirements 2) HVAC subcontractor Is to fully coordinate all system data and requirements with the equipment supplier. 3). HVAC subcontractor to provide final system layout drawing and submit It to the General Contractor and owner for final review and approval ELECTRICAL NOTES: 1) All electrical to be Installed as per N Y.S Residential Construction Code. 2) All electrical work shall be approved by a qualified Undereuter 3) Install Smoke detectors and Carbon Monoxide detectors throughout aS required by current N,Y,S Residential Construction Code - NAILING SCHEDULE E- -ROOF FRAMING: JOINT DESCRIPTION QTY NAIL NOTES NAIL TY. SPACING QTY RAFTER TO 8'RV'ALU 3-8d COMMON EACH FACE NAIL TOP PLATE 10'WALL. 4-6d COMMON RAFTER TOE NAIL CEILING 101ST AWALlr 3-8d COMMON EACH FACE TO TOP PLATE 10 WALL: 4 E COMMON JOIST TOENAIL CEILING JOIST TO AS PER TABLE 3 EACH FACE PARALLEL RAFTER WFCM-SBC IAP NAIL CEILING JOIST LAPS AS PEP. TABLE 3 EACH FACE OVERPARTITION \R'FCM-SBC LAP NAIL COLLAR TIE AS PER TAB LE 3.4 EACH FACE TO RAE TER_ WFCM - SBC END NAIL BLOCKING2. 3-16d COMMON EACH TOE TO RAFTER gid COMMON END NAIL RIM BOARD 3 - Ed COMMON EACH END TO RAFTER 2-I6d COMMON END NAIL WALL FRAMING: JOINT DESCRIPTION QAIL NAIL NOTES NAIL TY. SPACING QTY TOP PLATE TO STRUCTURAL PANEL PER FACE NAIL TOP PLATE 2 .16d COMMON FOOT SEE NOTE:1 TOP PLATES AT I0'O.0 FIELD JOINTS FACE INTERSECTIONS 4-I6d COMMON EA SIDE NAIL STUD TO 5d COOLERS 10' O.C. FIELD FACE STUD 2 -Ad COMMON24" OC. NAIL HEADERTO 2-Bd COMMON ING FACE HEADER d COMMON ED ALONG EDGES NAIL TOP OR BOTTOM 2 -had COMMA PER 2x4 SPUD END PLATE TO STUD 3-I6d COMMON PER Feb STUD NAIL BOTTOM PIAT'TO. 3-16d COMMON JOIST NAIL FLOORJOIST, BAND1015T. 2-16d COMMO PER FACE NAIL END 101ST OR BLOCKING 3 - Ed COMMON FOOT SEE NOTE: 1,2 FLOOR FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES NAIL QTY SPACING QTY JOIST TO. STRUCTURAL PANEL PER TOE SI HE, TOP PLATE OR GIRDER q. gid COMMON JOIST NAIL BRIDGING I0'O.0 FIELD EACH TOE TO JOIST 2-Bd COMMON END NAIL WALLBOARD 5d COOLERS 10' O.C. FIELD DESIGN BLOCKING EXT BALCONIES EACH TOE TO JOIST 2-Bd COMMON END NAIL BLOCKING TO TEMP. EACH TOE SILL OR TOP PTE LA 3.16d COMMON BLOCK NAIL LEDGER STRIP MODERATE EACH FACE TO BEAM 3-16d COMMON JOIST NAIL JOIST ON LEDGER STAIRS PER TOE TO BEAM 3 - Ed COMMON )OCT NAIL BAND JOIST LOAD PATH PER END TO JOIST 3-I6d COMMO IOIST NAIL BAND JOIST TO. PER TOENAIL 2.16d COMMO Sym: SILL OR TOP PLATE FIRE PROTECTION FOOT SEE NOTE:1 ROOFSHEATHI NAIL _ JOINT DESCRIPTION NAIL NAIL STRUCTURAL QTY SPACING STRUCTURAL PANEL Ed ASPERTABLE38 PANELS 5d COOLERS WFCM SBC CEILING 6tl Cold I0'O.0 FIELD SHEATHING: FLOOD 6'O C. FIELD GYPSUM DESIGN 7' OC EDGE WALL SHEATHING: JOINT DESCRIPTION NAIL NAIL JOINT DESCRIPTION OT' SPACING STRUCTURAL QT PACING GYPSUM 6d CO; ]" O.0 EDGE PANELS 5d COOLERS WFCM - SBC WALLBOARD 6tl Cold I0'O.0 FIELD WALL SHEATHING: JOINT DESCRIPTION NAIL NAIL JOINT DESCRIPTION OT' SPACING STRUCTURAL QTY TABLE 39 STRUCTURAL PANELS 6d CO; 6 O EDGE PANELS COMMO WFCM - SBC ]/16"OSB 6tl Cold 3"O.C. EDGE PLYWOOD FLOOD 6'O C. FIELD GYPSUM DESIGN 7' OC EDGE WALLBOARD 5d COOLERS 10' O.C. FIELD FLOOR SHEATHING: NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY 1) Nailing requirements are based on wall sheathing nailed 6' on-cernfer at the panel edge If wall sheathing is nailed 3' on -center at the panel edge to obtain higher 51mar CyPERE a, nailing requirements for tru I I embers shall be doubled, or alternate (onnectors, such as shear plates, shall be used to maintain load porn 2) \When wall sheathing is continuous over connected emb rrU be tabulated number of nails shall be permitted to be reduced tot - I6d nail per foot NYS CODE: 2010 EDITION NAIL NAIL JOINT DESCRIPTION FROST OCCUPANCY CLASSIFICATION R3 RESIDENTIAL QTY SPACING STRUCTURAL PANELS 1Bd 6 O EDGE (SEE PIANS COMMO TOTAL 5Q FT. OF CONSTRUCTION le OR LESS 1 IT 0 C. FIELD. NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY 1) Nailing requirements are based on wall sheathing nailed 6' on-cernfer at the panel edge If wall sheathing is nailed 3' on -center at the panel edge to obtain higher 51mar CyPERE a, nailing requirements for tru I I embers shall be doubled, or alternate (onnectors, such as shear plates, shall be used to maintain load porn 2) \When wall sheathing is continuous over connected emb rrU be tabulated number of nails shall be permitted to be reduced tot - I6d nail per foot NYS CODE: 2010 EDITION WIND PLAN CONTENTS: FROST OCCUPANCY CLASSIFICATION R3 RESIDENTIAL WINTER BUILDING USE PRIFECTIA L DWELENG SUPPORTS IN THE PANEL FIELD BUILDING HEIGHT (SEE PIANS Ed COMMON @ 6" O C TOTAL 5Q FT. OF CONSTRUCTION OR PATS) INTERIOR ZONE Ed COMMON @ 6" O C PRESCRIPTIVE AS PER N Y S RESIDENTIAL CONSTRUCTION CODE AND FLOOD DESIGN CRITERIA SPEED DESIGN WEATHERING CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES DESIGN UNDERIAYMENT EXT BALCONIES 60 (MPH) DECKS 40 DEPTH ATTICS w/o STORAGE 10 TEMP. ATTICS w/ STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSF) 3 M. MODERATE SLIGHT TO ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS 40 TO HEAVY OAURDRAILS ANY DIRECTION 200 EXPOSURE CATAGORY roes C m POP CAT CI LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION (ROOFFOUNDATION)DETAIL PAGE& GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Sym: FIRE PROTECTION ® SEE FLOOR PLANS SMOKE AS CO2 DETECTORS TRUSS DESIGN N/A- STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE Ed COMMON @ 6" O C Ed COMMON @ 6" O C SEE NOTES 1.3 INTERIOR ZONE Ed COMMON @ 6" O C Ed COMMON as 12' O C FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERIAYMENT LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 20 LBS. 0 B SEVERE 3 M. MODERATE SLIGHT TO 11 NONE TO HEAVY MODERATE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY 1) For roof sheathing within 4 feet of the peirmater edge of the roof, Including 4 feet on each side of the Fof peak, the 4 foot perimeter edge zone attachments required shall be used. 2) Tabulated 12 inch o c. nail spacing assumes sheathing attached to rafter/ truss framing members with G>O 49 For framing members with <0.42<G<O 49, the nail spacing shall be reduced to 6 inches o.c. 3) Tabulated 4 inch o< nail spacing assumes sheathing to rafter/ truss framing members with G>049 For framing members over o 42<G<C 49, the nail spacing shall be reduced to 3Inches o c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAILSPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES SEE NOTES: 1, 3 ( BOTH FIELDS) AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE Ed COMMON @ 6" O C Ed COMMON @ 6" O C SEE NOTES 1.3 INTERIOR ZONE Ed COMMON @ 6" O C Ed COMMON as 12' O C SEE NOTES:1 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O C Bit COMMON @ 4" O C SEE NOTES 1.3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY 1) For roof sheathing within 4 feet of the peirmater edge of the roof, Including 4 feet on each side of the Fof peak, the 4 foot perimeter edge zone attachments required shall be used. 2) Tabulated 12 inch o c. nail spacing assumes sheathing attached to rafter/ truss framing members with G>O 49 For framing members with <0.42<G<O 49, the nail spacing shall be reduced to 6 inches o.c. 3) Tabulated 4 inch o< nail spacing assumes sheathing to rafter/ truss framing members with G>049 For framing members over o 42<G<C 49, the nail spacing shall be reduced to 3Inches o c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NINE SPACING NAIL SPACING AT INTERMEDIATE I NOTES AT PA SUPPORTS IN THE PANEL FIELD SEE NOTES: 1, 3 ( BOTH FIELDS) 4' EDGE ZONE 8d COMMON @ 6" O CEd COMMON @ 12" O G iNOTE 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON @ Be O Ci Bd COMMON @ 12" O L SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1) For wall Sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used. 2) Tabulated 12 Inch ox nail spacing assumes sheathing attached to stud framing members with G>0.49 For framing members with 0.421FO R, the nail spacrngs Shall be reduced to 6 inches As c 3) For extedor panel siding, galvinMed box nails shall be permitted to be substituted for common nails NOTE. CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS MINIMUM Mi CAPACITY. SOIL COMPACTION - If FREFER FILL TO RE CLEAN OF ORG WiC manes COP TRACTOR To Vale) EMTnm FORD CONDIKE ADD RFIONS uwROR TTO D L REMOVCOMMA (TION OF NEW 9FBfi SHa IT PE IT rF tw-L PROCTOR DENETCAP D 1557) COP 1p� THE TS(NIAL) Coe n it action 5, PC To RE eHE Eflur EIRE STOPPING AT le D MAXIMUM DISTINCH FOR NON ACCES51RU IRDS USE 5IMP OV HANGERS AND ANCHORS WITH Z MA%TPIPPIE PPOTECTn'E COATING FOR CON74CT tl 9TH ACE .I INSTALL l -Ge EFFECTOR w ADDED ONTO SMOKE ALARMS PEP FLOOR nrnrrnSR rdrmHl<Dd_F REQUIRED Frupblaina %hill te P ORMTO to a1'it''I m ¢ea da Editor ryrLvcmuun l and aremap an rev dery and lite AIR study nrmiee �N mall be yero,eed n Were mn -!rie mnervu,omegrn a.,ns ld,alrnnr wall:1) In voyealsell Spaces OF find w and rtiem, in'IudmlurtM•, E ,md^at if, eugne and goy, Consular] di l card It shall RED be rnnioked IS rural llI IN, ememng ID er Pan, or Taker of mural Dr San fix, ban 1, Ibwed no B w1I fee 1, IRS mnamdted USA Pat 911el Carr of led, Or Ms 'd ax, elleEIFBA and cot e airlines e UP Fad bn..m dub, ran EmldrN sumer Under Stairs or Sunday .IManan N Y 5 the Oder N At Ramranv P,PMm[ seenf i n.lhe and aumv onto and Boor leveuo ream me freesense, of sl For lad Passed he Of,bunddw and rvoasu as oprOdbr.nrant N Y5 R. terms clod RAI? TIED TO PRIME A NO PA I NT AU. DODP EDGES TO MAINTAIN FIELD CONDITIONS AND SHA it REQUIRECIeI I nr4TION aEFOPE CORMNC It WORK COIITRACTOP SHALLVERBY ALL OENEML CONTRACTOR TO COORDINATE MFETINSPorm 0M^IEW FOR APoareal OF An GEN FRaLCONTRACTOR SHALLaE Far ON 51RU FOR ALL DUE I LING DEPPPTMENi INSPECTIONS MANUFACTURER 5 WARRANTY AND SHALL PE INSPECTED TO w Eno ALL UO MENTONS ADD CONDITIONS AT Joe SIiTE, IVGLUONG PU I BLINFs AND 5ITEICLEARANCE5 FOR OELIVEPY OF EQU I FLIGHT AN D MATFR✓Y AND SLID EBYW DUCPGCFAI I ESWITH ARCHITECT PRIOR TO THE COMMENCnnEIJT OR CONTINUATONOF wapSn POUCH ELECTRIC,PLUMBING. AND HVPC EPI OR TOIMUTATIIJO AND SHEEIROCY.IVG I AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAY MUFF FROM OWNERS 1 sa.'� V q ,�w�, t�ez�IiOZI TAs FE ZI kyedep4�Sb U<2339/4"/ -The FICO REST OAS BE r F Re O Re ARE x Q DR W LS LS be Q an O O peJ a Ila) / ED � K ti LH GJ G O .� z r In a° Or IFt g SEd kE be IF h F pEn M By CE us 14 Ure BE � Ued U 0 O an rW a l Ell H y 3 U U an AllC DMH'N NQIe 5 —FILE 114"=1'-e' RON 9 lnlw up, 2015 SHEET MNEER A-14 GENERAL NOTES WIND FRAMING NOTES 1). RIDGE -TO -RAFTER ASSEMBLY: 1-1/4" x 20 gauge snap shall be attached to each pair of raffels In accordance to table 3 4. When a collar he is used an leu of a ndge strap, the number of IOd common nails regwred CONSTRUCTION NOTES. in tech end of collar be need not exceed the tabulated number of ed nails lin the Strap. 1) The Information within this set of construction documents Is related to Penn design 2). RAFTER TO -WALL ASSEMBLY. intent and Laming details They are Intended as a comtiumon aid, not a Subentry Lateral framing and shear vill connections for rafter, ceiling or truss to top plate shall be in for generally accepted good building practice and compliance with current New York accordance to fable 3 3 When a rafter or truss do not fall In line with studs below, rafters State building codes, The General Contractor is responsible for providing standard or EXTENT shall be attached to the wall top plate and the wall fop plate shall be attached to construction details and procedures to ensure a professionally Meshed, structurally the to the wall stud with uplift connections Roofs over hanging the rake side of the building nd and a weatherproof completed product shall be connected with uplift connections in accordance with table 3 3<. 2) The General Contractor responsible for ensuing that all work andconstruction 3). WALL-TO-WALL ASSEMBLY meets curt ant federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a Floor level shall be attached with uplift connections In There codes are to be considered as part of the specifications for this building and accordance Truth table 3.3E When wall studs above do not fall in line with studs below, the should be adhered to even of In variance with the plan. scuds shall be attached to a common member In the floor assembly with uplift conn boars In accordance with fable 3 3 3). Dimensions shall take precedent over scaled drawings (DO NOT SCALE DRAWINGS) 4) WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, all plate, or bottom plate with uplift 4) The designer has not been engaged for construction supervision and assumes no connectors Steel straps shall have a minimum embedment of Z inches in concrete responsibility for construction coordmatmg with these plans, nor resporu601ty, for foundation and slab -on grade, 15 inches In masonry block foundations, or lapped under ocedwes or safe the late and nailed In accordance than table 33b. When Ace[ Straps re lapped under the construction means,remnanttechniques,sequencers,or pr o ry p p a pp precautions and essedprograms mconnection Lee of therworke plc There are nGwarranties fora bottom 15 ate, 3to be Snch squarepaced and washes shall beused ce to table 3 anchor ddibolts ntoAnchor spaclting, specific use expressed Or implied mtheuse of these plans anchor bolo be stoedpacdbewen6-1 Inches the In addition sill late anal anchor bolts are to be Spaced between 6-12 ruches Com the end of a sill plate and all 5). Refer to the Window and Door schedule for exterior openings cantichers. 6). The General Contractor is to ensure that masonry or perefabrahed fireplaces meets 5) TYPE I EXTERIOR SHEARWALL CONNECTIONS: r exceeds manufacture's geehficapons and applicable codes Type I ever lot shear walls with a minimum of 7/16 inch wood oructur al panel lin the exterior attached with fid common nails at 6" as c of the panel edges and 12" o <. In the field, and Z). The General Contractor a to consult wrtn the owner for all built In items 1/2 inch gypsum wallboard on the interior attached with Rd cooler nails at Z" o a at panel Such as bookcases, shelving, pantry, closets, trims, etc edges and 10" o c In the field shall be in accordance with the length requirements specified In table 3151 8) Wind load requirements shall betaken into account during constraddon fiJ pe PE 11EXTERIORSHE thane CONNECTIONS FOUNDATION NOTES: Type 11 exterior shearwans Snag meet the requirements of table 315a -b times the appropriate I) The General Contractor and Mason in review plans, elevations, details and notes to length adjustment factors in fable 3.16. determine intended heights of finished Bodice) above typical grade 7). INTERIOR SHEARWALL CONNECTIONS: 2) All footings to rest on undisturbed (virgin) soil Allowable adevoll lengths provided in fable 3 14 shall be permitted to be increased when interior sneareaalls are used Sheathing and connections shall be in accordance with 3). Provide l/2"Expansion joint material between concrete slabs and abutting 2442 and 2.2.4 respectively. concrete or masonry vQ115 oCcurng In exterior or unheated inteaor areas 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: A)Anynew<on<rete wallsbeangattachetl to SADDER concrete structure shall Header and/or Ruder connections shall be attached with uplift connections in accordance be iAnalnd with #6 TVbar,1 e longer he t c Use approved e for Shall installation with fable 3 5 Window sill plates shall be have steel connectors In accordance mein fable 8 o pprove epoxy 35 S). Unless otherwise noted, all slabs on grade to be 2500 per i . Concrete to be poured on 4 inch thick sand or gravel fill m'Ifn 6x6 wire mesh reinforcing Inferior slabs 9) CATHEDRAL CEILING ASSEMBLY to be minimum 3 V2 inch thick All fill to be compacted to 95% relahve density with Where a ridge is to be used as a Structural beam, the r after s shall either be notched and 6" maximum lifts (layers) anchored on top of the beam or slope connectors shall be attached to each ratter too-ndge fi). Crawl spaces to be provided with aminimum l8"x24"a<ceE opening Install one song the open ceiling part of the budding Connections to the ridge and wall shall be be 8x16 cast iron foundation vent for every 150 sq. T of area. attached with the above requbremenh 2) Dompproof exterior of foundation with offuminessen coating as required by current DECK AND COVERED PORCH NOTES: N YS Reudendal Construction Code A 6 -mil polyethylene film shall be applied over p Unless otherwise noted all framing material to be Yl Al pressure treated lumber. the below grade portion of exterior walls prior to backfilling All fasteners, hangers and anchors to be galvanized or stainless steel. 8). Drainage as required by current MY S. Residential Construction Code 2) Girders for deck)oam to be bolted to each post with washers and nuts Girders on concrete Flirt shall be anchored with proper steel connectors anchored FRAMING NOTES into concrete with a minimum 1/2a the x'!" long anchor bort with washers and nuts 1) All framing techniques and methods as premnptive deign of current SBC High Wind 3) Posts Supporting girders shall be anchored to a 12"x12"x12" thick cou<rete footing Edition Wood Framing Construction Manual Use a minimum 1/2" did x B" long anchor bolt with washers and nuts Footings Shall be 3 ft. 2) Unless othenlase noted, all framing and structural wood Natural to be #2 + BTR_ below grade Porches with covered roofs shall have 12" dilau concrete gers for the girders Douglas Fir 4) Deck )oasts to have blocking at 8'00,. Floors walls cellons and rafters to be spaced am 16 inches o c unless noted 3e g P Le A r to be fate 10 inch flashing shall be wee bol between the rs a budding and ledger Dfheiwrze Ledger a ed fastened ro building whM1 12" dba, bolts tvnh washers and nuts 4). Unless otherwise noted. all bearing wall headers to be (2) 2x10 #2+BTR. Doug Fir where needed Bearing wall headers to have (2) jail, studs and (2) full length studs on each side of all 6). Cono are pies shall be a minimum 6" above grade. openings LVL headers to have (3) jack Etude and (2) full length studs on each side of openings Bearing well window n11e shall also have (2) wmtlowe sill plates for 2x4 wall 9) All joists to be supported with hangers and anchors Each Joist shall also be anchored openings between 41 and 60 and 21 wall openings between ATT and 8'9 Provide fare to garden (IT and blocking where applicable 5) All flush beams/neaders to be installed with heavy duty galvmbbed hangers and 8) Covered Roofs shall be assembled and anchored the same manner as a typical budding anchors where applicable toall connecting joists. PLUMBING NOTES 6). Double up floor Joists under walls that run parallel to the Floor Joist and under bathtub 1) All water supply. drainage and venting to be installed as per N Y.S. Residential Floors to have ceramic tyle installed shall be verified for proper load capaary unless noted Corotruchon Code on plana Z) Provide 2 1d/4" thick m¢colares ( height to match floor joists) around stairwell anNo 2). Venry septic system with the Engineer for SUBDUE County Health Department approval other access openings unless otherwise noted ftypeal) 3 If wall studs, plates rlrnT h is are cut out duringinstallation for an plumbing laced work, ms yp yw Oome adequate bracing dna IazeTro protect dna secure fine amaTre verb with me w re applsableugup oroof I theraffersate to be Supper by double rafters on either Bede to 9 g P P Verify where applicable unless otherwise noted state code and manufactures recommendation for maximum hole sae and Spacing permVYetl. 9) Provide bmckng/brm8ng in floor joists at 8 00 X Use solid bm<o-mg in floor joists HVAC SYSTEM NOTES under all bearing walls 1) Mechanical subcontractor is noprnslble for adnearng to all applicable codes and safety 10). Provide Emulation baffles at eave vents between afters Install draft blocking as requirements needed. 2) HVAC subcontractor is to fully coordinate all BS •tem data and requirements with the 11) UnlUnlessofhenlase noted, all roofs and walk to have a minimum I/2" thick, 4 -ply Fir equipment Supplier CDX exterior sheathing grade plywood Plywood to cover over plates and Headers 3). HVAC subcontractor to provide final System layout drawing and submit It to the General 12). Unless otherwise noted use 3/4" thick T&G PTS Far or Advarrach dmbflhor Contractor and owner for final review and approval prtoo adhered wane per anufaweend scrawledcoons Dr jheh Hmihea floor to be installed ELECTRICAL NOTES' over subfioor as per manufacture's Instructions p All elecfnwl to be installed as per N Y S Residential Construction Cotle, 1cei All bathroom walls to have e 5 thick type x bee ant aheefr th Garage walla and ceilings and over furnace to have 5/8" thick type -x sheerroh. All other psis of building 2) All electrical work shell be approved by a qualified Underwriter. to have regular 1/2" aneetrock All walls to be taped and finished 3) Ins all Smoked onestorsann Carbon Alonoxide detectors throughout as required by current approved All roof with a pitch leas all be applied shall be metalled with an Ice a Water barer or N Y.S. Residential COnnructeon Code. approved equal Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type mateaal over 16) All till Plates and wood In contact with concrete to be pressure treated Sall plates to be installed with a foam all gasket and cop i tax termite shield at approved equal. SAIETER TO PRIME AND PP I OF ALL DOOR ES TO MB I NTA IN MANUFACTURERS v PRMIJ➢ANDHPLLLE EINflEEC ED TOLE 1009191a9[ARu112U46 WALL FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES JOINT DESCRIPTION AT PANEL EDGES SPACING NOTES TOPPIATETO QTY SPACING FACE NAIL RAFTER TO P WALL 3-Bd COMMON EACH SEE NOTE 1 TOP PLATE By WALL 4 -Bit COMMON RAFTER TOENAIL CEILING JOIST E WALL 3 Ed COMMON EACH NAIL TO TOP PLATE 10' WALL 4-Bd COMMON JOIST TOE NAIL CEILING JOIST TO AS PER TAB LE 3Z EACH FACE PARALLEL RAFTER WFCM SBC IAP NAIL CEILING JOIST LAPS AS PER TABLE 3 Z EACH FACE OVER PARTITION WFCM-SBC IAP NAIL COLLARIED AS PER TABLE 34 EACH FACE TO RAFTER WFCM-SBC END NAIL BLOCKING FACE CENAIL N AIIL L EACH TOE SEE 2 -Rd COMMON SEE CONSTRUCTION ANDWIND PATH CONNECTION END TO RAFTER 3 -led COMMONPER END NAIL RIM BOARD EACH END TO RAFTER 2-161 COMMON END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL ty NAIL NOTES RE51DENTEALLOSELLING AT PANEL EDGES SPACING QTY TOPPIATETO STRUCTURAL PANEL PER FACE NAIL TOP PLATE 2-16d COMMON FOOT SEE NOTE 1 TOP PLATES AT 10"OC FIELD JOINTS FACE INTERSECTIONS 4. bad COMMO EA SIDE NAIL STUD TO EXT. BALCONIES 24" FACE STUD 2 -16d COMb10 OCC NAIL _ HEADER TO Per 0C FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 -had COMMON PER2x45TUD END PLATE TO STUD 316d COMMO PER 2x6 SPUD NAIL BOTTOM PLATE TO STAIRS PER FLOOR JOIST. BAND JOIST, PER 2 I COMMON FACE CENAIL N AIIL L END JOIST OR BLOCKING FOOT SEE FLOOR FRAMING: JOINT DESCRIPTION QN NAIL NOTES RE51DENTEALLOSELLING AT PANEL EDGES SPACING QTY JOISTTO4-Btl STRUCTURAL PANEL PER TOE SILL TOP PLATE OR GIRDER COMMON JOIST NAIL BRIDGING 10"OC FIELD EACH TOE TO JOIST 2-Bd COMMON END NAIL BLOCKING EXT. BALCONIES EACH TOE TO JOIST 2 - Bd COMMON END NAIL BLOCKING TO EACH TOE SILL OR TOP PLATE 3-Ifid COMMO BLOCK NAIL LEDGER STRIP 120 EACH FACE TO BEAM 3 bid COMMON JOIST NAIL JOIST ON LEDGER STAIRS PER TOE TO BEAM 3 E COMMON JOIST NAIL BAND JOIST LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION END TO JOIST 3 -led COMMONPER IOIST NAIL BANDJOISTTO PER TOENAIL SILL OR TOP PLATE 2.16tl COM11M0 FOOT SEE NOTE:1 ROOF SHFATHIII CEILING SHEATHING: NAIL NAIL JOINT DESCRIPTION RE51DENTEALLOSELLING AT PANEL EDGES BUILDING HEIGHT QTY SPACING STRUCTURAL PANEL Bd AS PER TAIT PANELS Sd COOLERS WFCM - SBC CEILING SHEATHING: WALL SHEATHING: NAIL NAIL JOINT DESCRIPTION RE51DENTEALLOSELLING AT PANEL EDGES BUILDING HEIGHT QTY SPACING GYPSUM LEE Loud Z" OGEDGE PANELS Sd COOLERS WFCM - SBC V rALLBOARD DECAY 10"OC FIELD WALL SHEATHING: FLOOR SHEATHING: JOINT DESCRIPTION NAIL NAIL Q SPACING STRUCTURAL PANELS 8d COANt O� 6'O< EDGE I" OR LESS I " I 0 C. FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY I). Nahmg requirements are based On wall sheathing nailed 6" on -center at the panel edge If wall sheathing is nailed 3" on -center at the panel edge to obtain higher Shear capacities, nailing requirements for s(ruhural embers shall be doubled or alternate (onnectors. such as shear plates, shall be used to maintain load path. 2). When wall sheathing a continuous aver connected embers.the tabulated number of nails shall be permitted to be reduced sol -16d nah per foot. NYS CODE, 2010 EDITION I PLAN CONTENTS: OCCUPANCY CLASSIFICATION NAIL NAIL JOINT DESCRIPTION RE51DENTEALLOSELLING AT PANEL EDGES BUILDING HEIGHT QTY_ SPACING STRUCTURAL LEE Loud AS PER TABLE 39 PANELS gtl COMARJI WFCM - SBC 7/16" OSB DECAY BIOS C. EDGE UNDERLAYMENT fid COMMO� MANUAL PLYWOOD AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES 6"0C. FIELD DEPTH EXT. BALCONIES 60 GYPSUM DECKS T OAC EDGE WALLBOARD Stl COOLERS 10 OC FIELD FLOOR SHEATHING: JOINT DESCRIPTION NAIL NAIL Q SPACING STRUCTURAL PANELS 8d COANt O� 6'O< EDGE I" OR LESS I " I 0 C. FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY I). Nahmg requirements are based On wall sheathing nailed 6" on -center at the panel edge If wall sheathing is nailed 3" on -center at the panel edge to obtain higher Shear capacities, nailing requirements for s(ruhural embers shall be doubled or alternate (onnectors. such as shear plates, shall be used to maintain load path. 2). When wall sheathing a continuous aver connected embers.the tabulated number of nails shall be permitted to be reduced sol -16d nah per foot. NYS CODE, 2010 EDITION I PLAN CONTENTS: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL NAIL SPACING AT INTERMEDIATE BUILDING USE RE51DENTEALLOSELLING AT PANEL EDGES BUILDING HEIGHT (SEE doup B` SHIELD TOTAL 5Q FT OF CONSTRUCTION LEE Loud SPEED DESIGN PRESCRIPTIVE AS PER N.YS. RESIDENTIAL CONSTRUCTION CODE AND LINE DESIGN CRITERIA DECAY DESIGN UNDERLAYMENT CURRENT SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES SEE NOTES: 1,3 DEPTH EXT. BALCONIES 60 TEMP. DECKS 40 ATTICS SAND STORAGE 10 ATTICS by/ STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PST) 20 LBS 120 B ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 NONE STAIRS 40 GAURDRAILS ANY DIRECTION 200 EXPOSURE CATAGORY RESIGNED AOFI CI MODERATE LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION ROOF - FOUNDATION DETAIL PAGE& GENERAL NOTE PAGE NAILING SCHEDULE SEF. GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Sym.: FIRE PROTECTION ® SEE FLOOR PLANS SMOKE & CO2 DETECTORS TRUSS DESIGN N/A- STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS _ RESCHECK CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WINDSEISMIC NAIL SPACING AT INTERMEDIATE NOTES FROST AT PANEL EDGES SUPPORTS IN THE PANEL FIELD WINTER B` SHIELD 8d COMMON Ca 6" O C SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY SEE NOTES: 1,3 DEPTH TEMP. REQUIRED HAZARDS MODERATE SLIGHT TO 20 LBS 120 B SEVERE 3FT. 11 NONE TO HE AW MODERATE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON Ca 6" O C fid COMMON M 6" OC SLE NOTES. 1,3 INTERIOR ZONE fid COMMON Q 6" O C 8d COMMON Q 12" O.C. SEE NOTES:1 ( BOTH FIELDS) NOTE:2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS ed COMMON 4'OC fid COMMONES4"O.0 SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, mcladmg 4 feet on each title of the roof peak. the 4 foot perimeter edge zone attachments required shall be used 2) Tabulated 12 inch 0 a nail spacing assumes sheathing attached to rafter/ tress framing members with G>049 For framing members with <O42<G<A49, the nail spacing shall be reduced to 6 inches Dec. 3) Tabulated 4 inch mc. nail spacing assumes sheathing to rafter/ truss framing members with Gap 49 For A aming members with 0,42<G<O 49. the nail spacing shall be reduced to 3 inches 0 c WALL SHEATHING REQUIREMENTS FOR WIND LOADS: NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1) For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used 2). Tabulated 12 inch o c nail spacing assumes sheathing attached to stud framing members with G>0 49. For framing members with 042<L<, the nail spacings shall be reduced to 6 menus o c. 3) Fon exterior panel siding, galwmzed box nails shall be permitted to be substituted for common natls NOTE CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. SOIL COMPACTION: a<OrtrP-CTOP REHOVEArbDADDAoomONALF`LLAONS PRICATE 'EEDEDa 2r CONRACnoN OF NEW FRDrvA uL AS NEEDED PROCTORLL BE AT UELAT 95'. HE 501L AT 12' i[iT'RuuAm TRACTORTAle COMPACT AVE FILE L Awl FOR COMPACTION n PROVIDE NA -TRE x THEErROCR FIRE STOPPING AT X 0 MAXIMUM DlrtnrvCET FOR NOry ABRIvIBLFAPEV 21 u'E SSAFRON I WAGERS AND ArICHOPa V 1TH z -MAS TRIPPLE PROTECTIVE COATING FOR cOMACr FISH ACQ TI NxHALLt CIA LaTFCFORIN ADDITION Us MU)NEAtnw E PER FLOOR 11 mrea by Harem N'YS a, (minim CIS . FIRDILOCKIN6 REQUIRED .a Free ov,SA(bot nmp +between neon, dna eetweenaioP.mry I,eervermLrPare F,.ebb n I Pmt Fmrwooanam. miwmmon In ore renP.rz lorenanr p an rated Paas, at the turn;wd Rear m be IIMinet RI THI rub on nuNmx bo To BASE bar haIDIN IF For Call be III wBELIE xine In wan, eanmaa.4 a ins Release II r n wa,a r aceed Mm 2) Alai carnawitnewas croon Hani v.mab ELI baaea EM. SEE V INn, z, rare III Bale aeIcnm mreRanwv 3)M1samo-m tirrrsatP..lamlal epee oust:run w r ab AtorminurarbUnran anFPmrlum owiI% rticv to um at rehnFana nootlevel, tolesculev 4eot a far m. niwloame M m,mnev, Are Pierson, Vernet L.e.r,,test in T I'Llete Cade REQUEST CLARIFICATION BEFORE COMMENCING U'CPY- CONTRACTOR SHALL VEPIFV ALL LENEPAL COHTFACTDP TO COORDINATE MERMG WITH M' HAS FOR APPROVAL OF ALL OENEPAL COMMCTOR THML BE P ESPO1131e¢ FOR ALL PUtMNO DEPARTMENT INFLECTIONS O DINnIOFS AND CONDITIONS AT 109 SITE INHUDING BUILDING RED SITE M TCCLEARANCE. FOP OR EOF ASLID IT At IDDATETALS, AND RFMEDY ALL DISCREPANCIES HAVE ARCHITECT PRIDP TO THE CONIMFlJCEMEET OR CONTINUATION Of WOFYTOUSCHELECTRIC PLUMBING AND ILVAC PRI INSULATINGS PRIORAND SHFFfPOCxRIL D HILLTECVPEFEE C aIO PRIOR TO RECEIVING FINAL PAYMENT FROMOWNER3 3 xA al �Jly`/f>`W SCT,•S,,P, "eel If } fLtiu:z `, �I LAi vi23+g 4e .Z'TE`F JGR V I REN r F EdZ x z Q J j3] U In K Q F Elis r a Ban SEE W Cu L N Fz +"' s N/ CC _W f QO re FEE G�� d7 Ev Elf an C an g Pill �v �w F U� O rW A C 'M N 3C3 U U� z BOARD }ERI RIS SCALE I4=1+P TB _F RIPOB ETIs SHITTATUMBER Aii NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE Bd COMAfON N6- QC fid COMMON Q 12" O.0 SEE NOTES 1. 3 ( BOTH FIELDS) NOTE 2 FOR PANEL FIELD INTERIOR ZONE Bd COMMONQ 6"OC Btl COMMONMON N12"O.0 SEE NOTE:3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1) For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used 2). Tabulated 12 inch o c nail spacing assumes sheathing attached to stud framing members with G>0 49. For framing members with 042<L<, the nail spacings shall be reduced to 6 menus o c. 3) Fon exterior panel siding, galwmzed box nails shall be permitted to be substituted for common natls NOTE CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. SOIL COMPACTION: a<OrtrP-CTOP REHOVEArbDADDAoomONALF`LLAONS PRICATE 'EEDEDa 2r CONRACnoN OF NEW FRDrvA uL AS NEEDED PROCTORLL BE AT UELAT 95'. HE 501L AT 12' i[iT'RuuAm TRACTORTAle COMPACT AVE FILE L Awl FOR COMPACTION n PROVIDE NA -TRE x THEErROCR FIRE STOPPING AT X 0 MAXIMUM DlrtnrvCET FOR NOry ABRIvIBLFAPEV 21 u'E SSAFRON I WAGERS AND ArICHOPa V 1TH z -MAS TRIPPLE PROTECTIVE COATING FOR cOMACr FISH ACQ TI NxHALLt CIA LaTFCFORIN ADDITION Us MU)NEAtnw E PER FLOOR 11 mrea by Harem N'YS a, (minim CIS . FIRDILOCKIN6 REQUIRED .a Free ov,SA(bot nmp +between neon, dna eetweenaioP.mry I,eervermLrPare F,.ebb n I Pmt Fmrwooanam. miwmmon In ore renP.rz lorenanr p an rated Paas, at the turn;wd Rear m be IIMinet RI THI rub on nuNmx bo To BASE bar haIDIN IF For Call be III wBELIE xine In wan, eanmaa.4 a ins Release II r n wa,a r aceed Mm 2) Alai carnawitnewas croon Hani v.mab ELI baaea EM. SEE V INn, z, rare III Bale aeIcnm mreRanwv 3)M1samo-m tirrrsatP..lamlal epee oust:run w r ab AtorminurarbUnran anFPmrlum owiI% rticv to um at rehnFana nootlevel, tolesculev 4eot a far m. niwloame M m,mnev, Are Pierson, Vernet L.e.r,,test in T I'Llete Cade REQUEST CLARIFICATION BEFORE COMMENCING U'CPY- CONTRACTOR SHALL VEPIFV ALL LENEPAL COHTFACTDP TO COORDINATE MERMG WITH M' HAS FOR APPROVAL OF ALL OENEPAL COMMCTOR THML BE P ESPO1131e¢ FOR ALL PUtMNO DEPARTMENT INFLECTIONS O DINnIOFS AND CONDITIONS AT 109 SITE INHUDING BUILDING RED SITE M TCCLEARANCE. FOP OR EOF ASLID IT At IDDATETALS, AND RFMEDY ALL DISCREPANCIES HAVE ARCHITECT PRIDP TO THE CONIMFlJCEMEET OR CONTINUATION Of WOFYTOUSCHELECTRIC PLUMBING AND ILVAC PRI INSULATINGS PRIORAND SHFFfPOCxRIL D HILLTECVPEFEE C aIO PRIOR TO RECEIVING FINAL PAYMENT FROMOWNER3 3 xA al �Jly`/f>`W SCT,•S,,P, "eel If } fLtiu:z `, �I LAi vi23+g 4e .Z'TE`F JGR V I REN r F EdZ x z Q J j3] U In K Q F Elis r a Ban SEE W Cu L N Fz +"' s N/ CC _W f QO re FEE G�� d7 Ev Elf an C an g Pill �v �w F U� O rW A C 'M N 3C3 U U� z BOARD }ERI RIS SCALE I4=1+P TB _F RIPOB ETIs SHITTATUMBER Aii