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8. 1. 10. U S E O N LY DIM EN SIO NS S HO W N, D O NO T S CA L E PL AN S All Construction, Mechanical, Electrical, Plumbing, Insulation to comply with: N YS R ES I DE NT I AL BU I L D IN G C OD E 2020 Developed as a derivative of2018 edition I RC ( International Residential Code) IN TE RIO R WA LL S TO BE 2 X 4 @ 16" O.C. U N L ES S NO T ED O TH ERW I SE C O KIT CH EN, BATH, AN D D RYE R EX HA US T AL L TO V EN T TO EXT E RIO R SD 4.C AR B ON M O NO XID E A LA RMS SH A L L B E PR OV ID E D IN T H E F O L L OW I NG L OC ATIO NS: A.WI T HIN EA CH D W EL LIN G UN I T O N EAC H S TORY C ON TAIN IN G A SL E EP I NG A RE A, W IT H I N 15 F E ET OF T HE S L EE PIN G AR EA. MO RE TH AN ON E CA RB ON M O NO XID E A LA RM SH ALL BE P RO VID ED W HE R E N EC ES S ARY TO AS SU RE T H AT NO S LE EPIN G AR EA O N A STORY IS M O RE T H AN 15 FE ET AWAY FR OM A C AR BO N M ON OX I DE A L AR M. B.O N AN Y S TORY O F A D W EL LIN G UN I T T H AT CO NTA I NS A CA RB ON M O NOXID E SO UR C E. 3. 2. G E N E R A L N O T E S : AL L H EA DE RS A BO VE OP EN I NG S TO BE 2-2X10 SP F #2 U NL ES S N O TE D OT H ERW I SE E XT ER I OR WALL S TO BE 2 X 6 @ 16" O.C. U NL ES S NO T E D O T H ERW I SE 7. 6. S MOKE A LA RM S SH AL L B E IN STA L LE D I N T H E F OL LO W IN G L OC AT IO NS: 1.IN E A C H SLE EP IN G R OO M. 2.O U T S ID E EA CH S EPAR AT E SL EE P I NG A RE A IN TH E IM M ED I AT E VIC IN I T Y O F TH E BE DR O OM S. B EA M H AS CA M BER A N D MU S T BE I NS TAL L ED WIT H CR OWN U P. S HIM P OC K E T F OR P RO PE R PO ST HE IG H T 5. P ROVID E AC CE SS TO A L L AT T IC A R E AS A BO VE C EIL IN G S IN A LL RO O F L I NE S P ER C O DE - MIN IMU M O PE NIN G SI ZE: 22" x 30" AS AP PL ICABLE 9. 30 YEA R AR C HIT EC TU R AL S H IN G L E S ALL GRADE LINES SHOWN ARE FOR GRAPHICAL REPRESENTATION ONLY AND MAY NOT REFLECT ACTUAL SITE CONDITIONS. BUILDER / CONTRACTOR IS RESPONSIBLE FOR ADJUSTING WINDOW WELLS, STAIRS, FOOTINGS, OR OTHER ITEMS THAT ARE AFFECTED BY ACTUAL SITE GRADING TO ENSURE COMPLIANCE WITH CODES. R401.3 DRAINAGE. PITCH GRADE AWAY FROM BUILDING A MIN. OF 6" IN 10' DRAINAGE TO BE DIVERTED TO STORM SEWER OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT 6" OF FALL WITHIN 10' , DRAINS OR SWALES CAN BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM STRUCTURE. IMPERVIOUS SURFACES WITHIN 10' OF THE BUILDING FOUNDATION SHALL BE SLOPED NOT LESS THAN 2 PERCENT AWAY FROM BUILDING. E AV E M AT E R I A L: L OC A L C OD ES AN D S IT E CON DIT I ON S. R-38 IN SU L ATIO N PR O PER-VE NT AT E AV ES A ND IN STA L L E D PE R I ND U S T RY STA ND AR D S. #4 R E BA RS C ON T I NU OU S. FO OT I N GS SH AL L B E S T E PP ED A S S I T E C ON D IT IO NS U PON L OC AL CO D E S AN D/OR C L IE NT/CO NT R AC TOR A RR AN G EM EN T S. S HA LL BE I N COM PL I A N CE W I T H L OC AL C OD ES AN D S IT E CON DIT I ON S. C O M P O NE NT S AR E F O R RE FE RE NC E ON LY. A C T U AL RE I NF OR C EM EN T F OU N DAT ION D ES IG N S A RE B ASE D ON MIN I MU M S OIL R O O F M AT E R I A L : S ID I NG 8-1/4" HA RD I E P LA NK @ 7" EXP OS UR E E XI ST I NG B L O CK F OU ND ATIO N R I DG E VEN T 5/8" OS B S HE AT H I NG, WIT H "H" C L I PS R O OF T R US S @ 24" O.C. 13" EN ER G Y H EE L RT7A A N CH OR S FO R T R US SE S 2X4 TR U SS BR AC I NG 2 x 6 SPF #2 SU BFA SC I A WA L L M AT E R I A L: F L O O R M AT E R I A L: PA IN T ED M ETA L D RIP E DG E U SE. AC T UA L WAL L & F OOT I NG D I ME N S I ON S M AY VA RY DE PE ND I NG 5/4 X 4 PVC S I DIN G TO SOF F I T T R I M ( E AV E S & R AK E) F O U N D AT I O N M AT E R I A L: F OU N DAT ION P L AN A ND RE L AT E D AP PU RT E NA NC ES AR E FO R D IME NS I ON AL D ES I GN ER A SS UM ES N O R E SP ON SIB IL I T Y FO R CON TR AC TO RS EX I ST IN G 1S T FL OO R F RA M I NG A ND S UB FL OO R 16" FL OOR T R U SSE S 16" OC 2N D FL OOR 3/4" T&G A D VA NT EC H SU BF LO O R w/ CO N S T RU C T IO N AD HE SIVE 2X4 / 2X6 T RU SS B RA CIN G R-30 FL OO R I NS UL AT IO N OV ER SC R EE N PO RC H 5/4 X 6 P VC C OR N ER B OA RD S H OU SE WR AP W I T H TAPE F OR S EA MS AT 1S T FL OOR 1-7/16" R-6 AD VAN TE C H "ZIP" S H E AT H I NG AT 2N D FL OOR 2X6 SP F ST UD @ 16"OC ( E XT ER I OR) 2X4 SP F ST UD @ 16"OC ( IN TE R IO R) 5-1/2" R-21 FG IN SU LAT I ON IN T E RIO R FIN IS H BY OT H ER S C O DE S. FAS CIA 1X6, 1X3 PV C S O F FIT V I NYL FAI LU R E TO CO M PLY W I TH P R IO R C L IEN T C ON T RA CT OR A PP L I C A BL E A LL NO T ES R E G A R DIN G RE IN F OR CE M EN T O F S T RU CT U RA L C O NC R E T E 15# FE LT U N DE RL AY IC E A ND WAT E R SH IE LD TO EXT E ND F RO M FAS CIA TO 24" I NS I DE O F E XT ER I OR WAL L MIN IMU M C ON C RE T E S TR EN G TH S H A LL BE 3000 PSI @ 28 DAYS. P ROVID E AP P R OV E D BIT U MIN OU S FO U ND AT IO N DA MP-P R OO FIN G BEL O W GR AD E. A LL CO N CR ET E RE I NF OR C EM EN T S HA L L B E AS T M GR AD E 40 O R BE T T ER (AS A PP L ICA BL E) R EQU IR E PE R I ND US T RY STAN D AR DS. 8" R EIN FO RC E D CO NC R ET E FO UN D AT I ON WAL L (BL OC K OR P OU R E D) P ROVID E CO N CR ET E PILA ST ER S AS R EQ UIR ED IN AC C OR D AN CE W I TH FA S I LL PLAT E AN CH O RS S HA LL BE I NS TAL L ED @ M AX IMU M B EA RIN G CA PA CIT Y O F 2500 P SF. IF AC T UA L C ON D IT I ON S VA RY, C LIE NT OR C EN T ER ED O N 16" X 8" D EEP C O NT I NU O US C ON C RE TE F OO T IN G W I T H (2) S HA LL BE AC Q PR ES SU R E TR E AT ED C O NT R AC TOR M U ST C O NS ULT WI T H L O CA L E NG I NE ER FOR D ES IG N C RIT ER I A. A LL FO OT I N GS SH AL L B E B EL OW F R OS T AN D BE AR O N UN D I S T UR BE D SO I L. 6'-0" O N C EN TE R AN D 12" FR O M COR NE RS A ND J OIN T S. A LL M AT ER I AL S U SE D FO R FR AMIN G IN DIR EC T C ON TAC T W I T H C O NC R E T E G E N E R A L N O T E S:LISA PAPLANUSREVISIONSInitialsDatesCUSTOM DESIGNED FOR:Jobsite Address:Drawn By: Eric Teras P- 518-223-5152 eteras@yahoo.comSheet of ©COPYRIGHT WARNING ONLY AN AUTHORIZED, INDEPENDENT BUILDER APPROVED BY THE DESIGNER IS PERMITTED TO USE THESE DRAWINGS. THE DRAWINGS ARE COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO THIS ORIGINAL AS WELL AS ALL MODIFIED DERIVATIVE PLANS. BUILDER AND/OR OWNER MAY NOT PERMIT THESE DRAWINGS TO BE UTILIZED BY UNAUTHORIZED PERSONS FOR CONSTRUCTION OR SALES PURPOSES, NOR PERMIT THESE DRAWINGS TO BE REPRODUCED OR COPIED, EITHER WHOLLY OR PARTIALLY, UNLESS AUTHORIZED IN WRITING BY THE DESIGNER Town, County:15 Tuscarora Drive,Takundewide , Cleverdale, NY 12820 Town of Queensbury, Warren County5508-16 PROGRESS PLAN NOT FOR CONSTRUCTION DATE: 9-30-20211 BILL MASONTTAAKKUUNNDDEEWWIIDDEE MMAANNAAGGEEMMEENNTT GGRROOUUPP IINNCC..EXISTING ROOF LINE NEW DORMER ROOF 6/12 PITCH NEW ROOF RAKE TRIM 14/12 PITCH 4'-0"4'-7 1/2"4'-4"24'-0"32'-0"24'-0"32'-0" FOUNDATION PLAN SCALE: 1/4" = 1'-0" CRAWL SPACE EXISTING GIRDER STEEL COLUMN w/ FOOTING 8"CONCRETE BLOCK FOUNDATION ON 16" X8" CONCRETE FOOTING 4" CONCRETE SLAB LINE OF DECK ABOVE NEW DECK ABOVE DECK PIER: (2) 10" CONCRETE FILLED SONO TUBE ON 18" X 10" FOOTING TO BELOW FROST 4X4ACQ POST TO DECK NO NEW LOADS ON GIRDER EXISTING FOUNDATION 3068 2868 6068 UP UP 4'-4"11'-8 1/2"4'-9 1/2"4'-0" 3 1/2"4'-0"5'-6 1/2"4'-6"4'-6" CL 6'-9 1/2"3 1/2"3'-4"8'-3 3/4"2'-4"3 1/2"3'-2"3 1/2"3'-11 1/4"3'-2" 3 1/2"12'-3 1/2"11'-10 1/2"4 1/2"11'-1"3 1/2"24'-0"11'-8 1/2"12'-3 1/2"9'-2"22'-10" 32'-0" UP 24' CLEAR SPAN2X4 WALL TILE FLOOR NON BEARING WALLBEDROOM 1 FRAME TO FRAME DIMENSIONS DINING 2-2X12 FLUSHNEW 16" FLOOR TRUSS 16" OC ABOVEEXISTING AREA OF ALTERATION: NEW OPENING KITCHEN TO DINING NEW STAIRS AND CLOSET UNDER NEW EXTERIOR DOOR w/ EXTERIOR DECK EXISTINGWINDOWKITCHEN FLUSH HEADER IN FLOOR ABOVE FIELD LOCATE OVER 1ST FLOOR WINDOWS AND FIREPLACE 3-PLY 11-1/4" FLUSH HEADER IN FLOOR ABOVE NEW STEEL POST RATED 10,000 LB MIN. 2-2X12 FLUSH 3-2X12 FLUSH CLOSET UNDER STAIRS LANDING NEW 2X4 WALL BUILT-IN DRAWERS / CABINET UNDER STAIRS FRAMING DIMENSIONS FOR STAIRSALL DIMENSIONS FRAME TO FRAME UNLESS NOTED OTHERWISE COVERED DECK CONTRACTOR TO VERIFY ALL DIMENSION BEFORE FRAMING EXISTING FIREPLACE EXISTING FIRST FLOOR PLAN LIVING AREA SCALE: 1/4" = 1'-0" COVERED PORCH TW3046-2TW3046-2 2668 26685068TW3046-2 TW30210 TW3046-2 4068 2468 2668 306826682668TW2846TW2846TW2846TW28463'-4"7'-11"3'-2 1/2"10'-2 1/2"2'-1"7'-0"5 1/2"11'-5 3/4"4'-11"21'-7 1/2"5'-5 1/2" 4'-11"9'-10 9/16"12'-4 15/16"4'-9 1/2"RO: 2'-10 3/8"9 1/2"RO: 2'-10 3/8"5 1/2"8'-11" 3 1/2" 2'-1" 3 1/2" 7'-0 3/4" 3 1/2" 12'-1 3/4"5 1/2"3'-0"5 1/2"8'-8"3 1/2"3'-2" 3 1/2" 2'-0"2'-4"2'-11 1/2"2'-2"3 1/2"8'-11"5 1/2"24'-0"3'-8 1/4"3 1/2"7'-4 1/2"5 1/2"11'-4 3/4"3 1/2"11'-4 3/4"5 1/2"24'-0"CL12'-0"12'-0"32'-0" EGRESS EGRESSEGRESS HDR. 2-2X10, DBL. JACKSHDR. 2-2X10, DBL. JACKS HDR. 2-2X10, DBL. JACKS PULL DOWN STAIRS 22-1/2" x 54" HDR. 2-2X10, DBL. JACKS AA DN BEDROOM 2 BEDROOM 3 EGRESS BATH WICROOF TRUSS 24" OC ABOVERAILINGAA SCALE: 1/4" = 1'-0" EXTEND CHIMNEY TO 2' ABOVE RIDGE LINE SECOND FLOOR PLANCLO.CLO.CLO. LINEN BEDROOM 4 SITTING AREA FIELD VERIFY ALL DIMENSIONS N8. 1. 10. US E O N LY DIM EN SIO NS S HO W N, D O NO T S CA L E PL AN S All Construction, Mechanical, Electrical, Plumbing, Insulation to comply with: N YS R ES I DE NT I AL BU I L D IN G C OD E 2020 Developed as a derivative of2018 edition I RC ( International Residential Code) IN TE R IO R WA LL S TO BE 2 X 4 @ 16" O.C. U N L ES S NO T ED O TH ERWI SE C O KIT CH EN, BATH, AN D D RYE R EX HA US T AL L TO V EN T TO EXT E RIO R SD 4.C AR B ON M O NO XID E A LA RMS S HA L L B E PR OV ID E D IN T H E F O L L OW I NG L OC ATIO NS: A.WI T HIN EA CH D W EL LIN G UN I T O N EAC H S TORY C ON TAIN IN G A SL EEP I NG A RE A, W IT H I N 15 F EET OF T HE S L EE PIN G AR EA. MO RE TH AN ON E CA RB ON M O NO XID E A LA RM SH AL L BE P RO VID ED W HE R E N EC ES S ARY TO AS SU RE T H AT NO S LE EPIN G AR EA O N A STORY IS M O RE T H AN 15 FE ET AWAY FR OM A C AR BO N M ON O X I DE A L AR M. B.O N AN Y S TORY OF A D W EL LIN G UN I T T H AT CO N TA I NS A CA RB ON MO NOXID E SO UR C E. 3. 2. G E N E R A L N O T E S : AL L H EA DE RS A BO VE OP EN I NG S TO BE 2-2X10 SP F #2 U NL ES S N O TE D OT H ERW I SE E XT ER I OR WALL S TO BE 2 X 6 @ 16" O.C. U N L ES S NO T E D O T H ERW I SE 7. 6. S MOK E A LA RM S SH AL L B E IN STA L LE D I N T H E F OL LO W I NG L OC AT IO NS: 1.IN E A C H SL E EP IN G R OO M. 2.O U T S ID E EA CH S EPAR AT E SL EE PI NG A RE A IN TH E IM M ED I AT E VIC IN I T Y O F T HE BE DR O OM S. B EA M H AS CA M BER A N D MU S T BE I NS TAL L ED WIT H CR OWN U P. S HIM P O CK E T F OR P RO PE R PO ST HE IG H T 5. P ROVID E AC CE SS TO A LL AT T IC A R EAS A BO VE C EIL IN G S IN A LL RO O F L I NE S P ER C O DE - MIN IMU M O PE NIN G SIZE: 22" x 30" AS AP PL ICABLE 9. 30 YEA R AR C HIT EC TU R AL SH IN G L E S E AV E M AT E R I A L: L OC A L C OD ES A ND S IT E C ON DIT I ON S. R-38 IN SU LATIO N PR O PER-VE NT AT E AV ES A ND IN STA L L ED PE R I ND U S T RY STA ND AR D S. #4 R EBA RS C ON T I NU O US. FO OT I N GS SH AL L B E S T EPP ED A S S I T E C ON D IT IO NS U PON L OC AL CO D ES AN D/OR CL IE NT /CO NT R AC TOR A RR AN G EM EN T S. S HA LL BE I N COM PL I A N CE W I T H L OC AL C OD ES AN D S IT E CON DIT I ON S. C O M P O NE NT S AR E F O R RE FE RE NC E ON LY. A C T U AL RE I NF OR C EM EN T F OU N DAT ION D ES IG N S A RE B ASE D O N MIN I MU M S OIL R O O F M AT E R I A L : S ID I NG 8-1/4" HA RD I E P LA NK @ 7" EXP OS U RE E XI ST I NG B L O CK F OU ND ATIO N R I DG E VEN T 5/8" OS B S HE AT H I NG, WIT H "H" C L I PS R O OF T R US S @ 24" O.C. 13" EN E RG Y H EE L RT7A A N CH OR S FO R T R US SE S 2X4 TR U SS BR AC I NG 2 x 6 SPF #2 SU BFA SC I A WA L L M AT E R I A L: F L O O R M AT E R I A L: PA IN T ED M ETA L D RIP E DG E U SE. AC T UA L WAL L & F OOT I NG D I ME N S I ON S M AY VA RY DE PE ND I NG 5/4 X 4 PV C S I DIN G TO S OF F I T T R I M ( E AV E S & R AK E) F O U N D AT I O N M AT E R I A L: F OU N DAT ION P L AN A N D RE L ATE D AP PU RT E NA NC ES A RE FO R D IME NS I ON AL D ES I GN ER A SS UM ES N O R E SP ON SIB IL I TY FO R CON TR AC TO RS EX I ST I NG 1S T FL OO R F RA M I NG A ND S UB FL OO R 16" FL O OR T R U SSE S 16" OC 2N D FL OOR 3/4" T&G AD VA NT EC H SU BF LO O R w/ CO N S T RU C T IO N AD HE SIVE 2X4 / 2X6 T RU SS B RA CIN G R-30 FL OO R I NS UL AT IO N OV ER SC R EE N PO RC H 5/4 X 6 P VC C OR N ER B OA RD S H OU SE WR AP W I TH TAP E F OR S EA MS AT 1S T FL OOR 1-7/16" R-6 A DVAN TE C H "ZIP" S H EAT H I NG AT 2N D FL OOR 2X6 S P F ST UD @ 16"OC ( E XT ER I OR) 2X4 S P F ST UD @ 16"OC ( IN T E R IO R) 5-1/2" R-21 F G IN SU LAT I ON IN TE RIO R FIN IS H BY OT H ER S C O DE S. FAS CIA 1X6, 1X3 PV C SO F FIT V I NYL FAI LU R E TO CO M PLY W I TH P R IO R C L IEN T C ON T RA C T OR A PP L IC A BL E A LL NO T ES R E G A R DIN G RE I NF OR CE M EN T O F S T RU C T U R A L C O NC R E T E 15# FE LT UN DE RL AY IC E A ND WAT E R SH IE LD TO EXT E ND F RO M FAS CIA TO 24" I NS I DE O F E XT ER I OR WAL L MIN I MU M C O NC RE T E S TR EN G TH S H A LL BE 3000 PSI @ 28 DAYS. P ROVID E AP P R OV ED BIT U MIN OU S FO U ND AT IO N DA M P-P R OO FIN G BEL O W GR AD E. A LL CO N CR ET E RE I NF OR C EM EN T S HA L L B E AS T M GR AD E 40 O R BE T T ER (AS A PP L ICA BL E) R EQU I RE PE R I ND US T RY STAN D AR DS. 8" R EIN FO R CE D CO NC R ET E FO UN D AT I ON WAL L (BL OC K OR P OU R ED) P ROVID E CO N CR ET E PILA ST ER S AS R EQ UIR ED IN AC C OR D AN CE W I TH FA S I LL PL AT E AN CH O RS S HA LL BE I NS TAL L ED @ M AX IMU M B EA RIN G CA PA CIT Y O F 2500 P SF. IF AC T UA L C ON D IT I ON S VA RY, C LIE NT OR C EN T ER ED O N 16" X 8" D EEP C O NT I NU O US C ON C RE TE F OO T IN G W I TH (2) S HA LL BE AC Q PR ES SU R E T RE AT ED C O NT R AC TOR M U ST C O NS ULT WI T H L O CA L E NG I NE ER F OR D ES IG N C RIT ER I A. A LL FO OT IN GS SH AL L B E B EL OW F R OS T AN D BE AR O N U ND I ST UR BE D SO I L. 6'-0" O N C EN TE R AN D 12" FR O M C OR NE RS A ND J OIN T S. A LL M AT ER I AL S U SE D FO R FR AMIN G IN DIR EC T C ON TAC T W I T H C O NC R E T E G E N E R A L N O T E S:LISA PAPLANUSREVISIONSInitialsDatesCUSTOM DESIGNED FOR:Jobsite Address:Drawn By: Eric Teras P- 518-223-5152 eteras@yahoo.comSheet of ©COPYRIGHT WARNING ONLY AN AUTHORIZED, INDEPENDENT BUILDER APPROVED BY THE DESIGNER IS PERMITTED TO USE THESE DRAWINGS. THE DRAWINGS ARE COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO THIS ORIGINAL AS WELL AS ALL MODIFIED DERIVATIVE PLANS. BUILDER AND/OR OWNER MAY NOT PERMIT THESE DRAWINGS TO BE UTILIZED BY UNAUTHORIZED PERSONS FOR CONSTRUCTION OR SALES PURPOSES, NOR PERMIT THESE DRAWINGS TO BE REPRODUCED OR COPIED, EITHER WHOLLY OR PARTIALLY, UNLESS AUTHORIZED IN WRITING BY THE DESIGNER Town, County:15 Tuscarora Drive,Takundewide , Cleverdale, NY 12820 Town of Queensbury, Warren County5508-16 PROGRESS PLAN NOT FOR CONSTRUCTION DATE: 9-30-2021BILL MASONTTAAKKUUNNDDEEWWIIDDEE MMAANNAAGGEEMMEENNTT GGRROOUUPP IINNCC..2 12 6 12 14 6'-11 3/8"2'-10 3/8" 3" 3 1/2" 3" 2'-10 3/8" 12'-0"12'-0"1'-1"4'-0"1'-6"8'-1 1/4"1'-4 3/4"8'-1 1/8"1'-1"6'-0"26'-2 1/8"4'-9"2'-2 3/8"SCALE: 3/8" = 1'-0" NON BEARING WALL COVERED PORCH R-30 OVER PORCHMSH422 HGR. 3-PLY 11-1/4" LVL 2-2X10 HDR. RO T/O HEEL BEDROOM 2 TW2846TW2846 NEW 16" FLOOR TRUSS 16" OC 24' SPAN EXISTING 1ST FLOOR T/O SUBFLOOR RAKE EXISTING CRAWL SPACE FOUNDATION T/O TRUSS T/O SUBFLOOR +OR -PROPOSE D GRADE REMOVE EXISTING ROOFMIN.T/O WALL CROSS SECTION "A"NEW 2ND FLOOR ADDITION3/4" T&G SUBFLOOR R-19 BASEMENT PERIMETER WALL INSULATION. EXPOSED FACE TO MEET ASTM85 FLAME SPREAD INDEX: 25 OR LESS SMOKE INDEX: 50 OR LESS ROOF BAND TW3046-2TW3046-2 TRUSSES @ 24"oc ENGINEERED BY MANUFACTURER RT7A PROPERVENT R-38 INSULATION RT7A VENTED RIDGE 2-2X10 HDR. BEDROOM 3 RAKE 2x6 WALL R-21 INSULATION 1- 7/16" "ZIP" SHGT. R-6 1" INSUL. (w/ ZIP) 1" R-19 BASEMENT PERIMETER WALL INSULATION. EXPOSED FACE TO MEET ASTM85 FLAME SPREAD INDEX: 25 OR LESS SMOKE INDEX: 50 OR LESS EXTERIOR WALL SHEATHING DETAIL 2X6 WALL 1-7/16" R-6 ADVANTECH SHEATHING 1" FOAM INSULATION 7/16" ADAVNTECH "ZIP" 16" FLOOR TRUSS 2X4 WALL 1/2" SHEATHING 1" X 2-1/2" FURRING VERTICAL 16" OC NAILER FOR SIDING 1" R-5 RIGID INSULATION BETWEEN FURRING NEW 16" FLOOR TRUSS NEW 2ND FLOOR ADDITION EXISTING 1ST FLOOR 7'-10" 12'-0"1'-4 1/4"8'-1 3/4"8'-3 3/4"3'-2"2"3 1/2"9'-6"8'-1 1/4"1'-4 3/4"5 1/2"11'-5 3/4"8'-1 1/8"14 RISES @ 8-1/8" 13 RUNS @ 9" LANDING 2" FURRING STAIR SECTION SCALE: 3/8" = 1'-0" 8. 1. 10. U SE O NLY D IM EN SIO NS SH O WN, D O NO T SC A L E PL AN S All Construction, Mechanical, Electrical, Plumbing, Insulation to comply with: N YS R ES I DE NT I AL BU IL D IN G C OD E 2020 Developed as a derivative of2018 edition IR C ( International Residential Code) IN T E RIO R WA L LS TO BE 2 X 4 @ 16" O.C. U NL ES S N O TE D OT H ERW I SE CO KI T CH EN, BAT H, AN D D RYE R EXH AU ST AL L TO V EN T TO E XT ER I OR SD 4.C AR BO N M ON O XID E A LA RM S SH AL L B E P R OV ID ED IN T H E F OL LOW I NG L OC AT IO NS: A.W I TH I N EA CH D W EL L I N G UN I T ON E AC H STO RY C ON TAIN IN G A S LE EP IN G AR E A, WIT H IN 15 FE ET OF T HE SL EE PIN G AR EA. M O RE T H AN O N E C AR BON M ON O XI DE A L A RM S HA LL BE PR O VI DE D W HE RE N E C ESS ARY TO ASS U RE T H AT NO S L E E PIN G AR EA ON A S TORY IS M O RE T H AN 15 FE E T AWAY F R OM A C A R BO N MON OX I DE AL AR M. B.O N AN Y S TORY O F A D W EL L I NG U N I T T H AT C O NTA IN S A C AR B ON M O NO XID E S O UR CE. 3. 2. G E N E R A L N O T E S : AL L H EA DE RS AB OV E OP EN I NG S TO BE 2-2X10 SP F #2 U NL ESS N O T E D OT H ERW IS E EX T ER IOR WA LL S TO BE 2 X 6 @ 16" O.C. U NL ES S N O TE D OT H ERW I S E 7. 6. SMO KE A L AR M S SH AL L BE IN STAL LE D I N T HE F OL L O W IN G L OC AT IO NS: 1.IN EA CH S LE EP IN G R OO M. 2.O UT S ID E EA CH S EPAR AT E SL EEP I NG A RE A IN T H E IM M ED I AT E VI CIN I TY OF TH E BE DR OOM S. B EA M HA S CA M B ER A ND MU ST BE I NS TA LL ED WIT H C R OWN U P. S HIM P OC KE T FOR P RO PE R PO ST H EIG HT 5. P RO VID E A C CE SS TO A L L AT T IC A RE AS AB OV E C EIL IN G S IN A L L RO OF L IN E S P ER C OD E - M I N IM U M O PEN IN G S I ZE: 22" x 30" AS APPL I CA BLE 9. 30 YEA R AR CH I T E C T U R A L S HIN GL ES E AV E M AT E R I A L: L OC AL COD ES AN D SIT E CO N DIT I ON S. R-38 I N S U L AT IO N PR O P ER-VEN T AT E AV ES A ND IN STAL LE D PE R IN D US TRY STAN D AR DS. #4 RE BA RS C ON T IN U OU S. F O OT I NG S SH AL L B E S TE PP ED AS S IT E C ON DIT I ON S U PO N LOC AL CO DE S AN D/OR C LIE NT/C O NT R AC TOR A RR AN G EM EN T S. S HA L L BE I N CO M PL IA NC E W IT H L OC AL COD ES AN D SIT E CO N DIT I ON S. C O MP ON EN T S AR E F OR R E F ER EN C E ON LY. A CT U AL RE IN F OR CE M EN T F OU N DAT IO N D ESIG NS A RE B A SE D ON MIN IMU M S OIL R O O F M AT E R I A L : SID I NG 8-1/4" H AR D I E P LA NK @ 7" E XP OS UR E EX I ST I NG BL OC K FO U ND AT IO N R ID G E V EN T 5/8" O SB S HE AT H IN G, WIT H "H" CL I PS R OOF T R US S @ 24" O.C. 13" EN ER G Y H EEL RT7A A NC H OR S FO R T R US SES 2X4 T R U S S BR AC I NG 2 x 6 S PF #2 SU BFA SC IA WA L L M AT E R I A L: F L O O R M AT E R I A L : PAIN T E D M ETA L D RIP ED G E U SE. AC T UA L WA LL & F OO T IN G D IME NS I ON S MAY VARY DE PEN D I NG 5/4 X 4 P VC S I DIN G TO SO FF I T T R IM ( EAVE S & R AKE) F O U N D AT I O N M AT E R I A L : F OU N DAT IO N PL AN A ND R EL AT E D APP URT EN AN C ES AR E FO R D IM E NS IO N AL D ES IGN ER A SSU M ES N O RE SP ON SIBIL IT Y F O R CO N T R AC TOR S EX IS T IN G 1ST FL OO R F RA M IN G AN D S UB F LOO R 16" FL OO R T R US SE S 16" OC 2N D FL OO R 3/4" T&G A DVAN T EC H SU BF LO OR w/ C O NS TR U CT IO N AD HE SI VE 2X4 / 2X6 T RU SS BR A CIN G R-30 FL OO R I NS UL AT I ON OVE R SC R EEN P OR C H 5/4 X 6 P VC C OR N E R BO AR D S H OU SE W R A P W IT H TA PE F OR S EAMS AT 1S T FL OO R 1-7/16" R-6 AD VAN T E CH "ZIP" S HE AT H I NG AT 2N D FL OO R 2X6 SP F S T UD @ 16"OC ( E XT ER I OR) 2X4 SP F S T UD @ 16"OC ( IN TE RIO R) 5-1/2" R-21 FG IN SU LAT IO N I NT E RIO R FI N IS H BY OT H E R S C O DE S. FASC I A 1X6, 1X3 PVC S OF FIT V I NYL FA I L U RE TO C O M PLY W I T H P RIO R CL I EN T C ON T RA CT OR A PPL I CA BL E A L L NO T E S RE GA RD I NG R E IN FOR CE M E N T OF S TR U CT U RA L C ON C RE TE 15# F ELT U N DE RL AY I CE A ND WAT ER S H IE LD TO E XT EN D F RO M FAS CIA TO 24" I NS ID E O F E XT ER I OR WAL L M IN IMU M C ON C RE TE S T R EN G T H S HA LL BE 3000 P SI @ 28 DAYS. P RO VID E A PP ROVE D BIT UMIN OU S FO UN D AT I ON D AMP-P ROO FI N G B EL OW GR AD E. A L L CO NC R ET E RE IN F OR CE M EN T SH AL L B E AST M G R AD E 40 O R BET T ER (A S A PP LIC AB L E) R EQ U IR E PE R IN D US TRY STAN D AR DS. 8" R EIN FO RC ED C O NC R ET E F O UN DAT I ON WALL (BLOC K OR P OU RE D) P RO VID E CO NC R ET E PI LA ST ER S AS RE QU IR ED I N AC C OR DA NC E W I T H FA S I L L P LAT E A N CH OR S S HA L L BE I NS TA LL ED @ M AX IM U M B EAR I N G CA PA CIT Y O F 2500 P S F. I F AC TU AL C ON DIT I ON S VA RY, C LIEN T O R C EN T ER ED O N 16" X 8" D E EP C O NT I NU O US C ON C RE T E F OO TIN G W IT H (2) S HA L L BE AC Q PR ES SU RE T R EAT ED C O NT R A C TOR M U ST C ON S ULT W I TH L OC A L EN G IN EE R FO R D ESIG N C RIT ER IA. A L L F O OT I NG S SH AL L B E B EL OW F ROST AN D BE AR O N UN D IS T UR BE D SO IL. 6'-0" O N CE N T E R AN D 12" FR OM CO R NE RS A ND JOI NT S. A L L MAT ER I A LS U SE D FO R FR AM I N G IN D I RE CT CON TA C T W IT H C ON C RE TE G E N E R A L N O T E S : 12 12 4'-0"1'-0" 6"3'-4"6" 4"4'-0"7'-4 5/8"8" 3'-5 1/2"2'-2"9 1/4"7'-10 1/8"3'-0"4'-0"7'-1 5/8"3"2'-2"2'-2"4 1/4"7'-4 5/8"8'-7 3/8"SCALE: 3/8" = 1'-0" SUPPORT BRACKET 3068 DOOR RAILING SECTION C SUBFLOOR HOUSE 2X6 ACQ 16"oc w/ 2-2X6 ACQ HDR. 6X6 ACQ POST w/ METAL BASE PLATE 10" DIAM. SONOTUBE PIER EXTEND 4' BELOW GRADE TO BELOW FROST PROPOSED GRADE T/O PEAK T/O RAFTER T/O HDR PROPOSED GRADE T/O DECKING2X6 24" ocENTRY PORCH 2-2X6 HDR. 2x4 24" oc 2X4 PLT 4X4 ACQ BRACKET SITE WRAPPED w/ 1x PVC SASLISA PAPLANUSREVISIONSInitialsDatesCUSTOM DESIGNED FOR:Jobsite Address:Drawn By: Eric Teras P- 518-223-5152 eteras@yahoo.comSheet of ©COPYRIGHT WARNING ONLY AN AUTHORIZED, INDEPENDENT BUILDER APPROVED BY THE DESIGNER IS PERMITTED TO USE THESE DRAWINGS. THE DRAWINGS ARE COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO THIS ORIGINAL AS WELL AS ALL MODIFIED DERIVATIVE PLANS. 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