The URL can be used to link to this page

Home My WebLink About20250028 119 Van Dam Modification of Approved Application NOD (2) Page 1 of 1 Tamie Ehinger, Chair Rob DuBoff, Vice Chair Chris Bennett Leslie DiCarlo Jeff Gritsavage Tad Roemer Geoff Wood Karen Cavotta, Alternate Kennedy Flack, Alternate CITY OF SARATOGA SPRINGS D ESIGN R EVIEW B OARD  City Hall - 474 Broadway Saratoga Springs, New York 12866 Tel: 518-587-3550 x.2517 www.saratoga-springs.org NOTICE OF DECISION In the matter of the application #20250028 119 Van Dam Modification 119 Van Dam St. Saratoga Springs, New York 12866 involving Architectural Review of a modification to a previously approved addition to a single family home within the Urban Residential-3 (UR-3) District, tax parcel #165.50-1-47; within the City of Saratoga Springs. In accordance with 6 NYCRR Part 617, the Design Review Commission classifies this request as a SEQR:  Type II action – exempt from further SEQR review And, in accordance with the objectives, standards and guidelines contained in the Unified Development Ordinance, the Design Review Board issues the following decision on January 29, 2025:  Approve the application as submitted or shown on the attached plans Note: this approval shall expire 18 months from the issuance date unless any necessary building permit has been issued and actual work begun. Record of vote: motion to approve made by RDuBoff , seconded by JGritsavage: passed 7-0 In favor: TEhinger, CBennett, LDiCarlo, RDuBoff, JGritsavage, TRoemer, G Wood As a result of this decision, the applicant:  may proceed with the proposed project as approved Please contact the Building Department to verify permit requirements. January 31, 2025 Chair Received by Accounts cc: Building Department Accounts Dept. Applicant/Agent DRAWING NUMBER PPPPrrrroooouuuuddddllllyyyy DDDDeeeessssiiiiggggnnnneeeedddd &&&& BBBBuuuuiiiilllltttt FFFFoooorrrr:::: ENGINEERING APPROVAL WHEN THIS ITEM IS STAMPED BY A LISCENSED PROFESSIONAL ENGINEER, IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW TITLE VIII ARTICLE 145 SECTION 7209 FOR ANY REASON UNLESS HE IS UNDER THE DIRECTION OF A LISCENSED ENGINEER TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL COMPLY WITH NEW YORK STATE EDUCATION LAWS. PROJECT NOTES:PROJECT NOTES:PROJECT NOTES:PROJECT NOTES: 1. 1. 1. 1. DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING. 2. 2. 2. 2. VVVVEEEERRRRIIIIFFFFYYYY AAAALLLLLLLL DDDDIIIIMMMMEEEENNNNSSSSIIIIOOOONNNNSSSS PPPPRRRRIIIIOOOORRRR TTTTOOOO CCCCOOOONNNNSSSSTTTTRRRRUUUUCCCCTTTTIIIIOOOONNNN.... NNNNOOOOTTTTIIIIFFFFYYYY OOOOWWWWNNNNEEEERRRR OOOOFFFF ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES. 3. 3. 3. 3. OOOOWWWWNNNNEEEERRRR &&&& CCCCOOOONNNNTTTTRRRRAAAACCCCTTTTOOOORRRR SSSSHHHHAAAALLLLLLLL CCCCOOOONNNNSSSSUUUULLLLTTTT AAAAPPPPPPPPLLLLIIIICCCCAAAABBBBLLLLEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEESSSS TTTTOOOO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALL REQUIREMENTS.REQUIREMENTS.REQUIREMENTS.REQUIREMENTS. 4. 4. 4. 4. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020 IIIIEEEECCCCCCCC NNNNYYYY SSSSTTTTAAAATTTTEEEE EEEENNNNEEEERRRRGGGGYYYY CCCCOOOODDDDEEEE AAAANNNNDDDD TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CODE OF NYSTATECODEOFNYSTATECODEOFNYSTATECODEOFNYSTATE 5. 5. 5. 5. AAAALLLLLLLL PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEESSSS,,,, DDDDRRRRAAAAIIIINNNNSSSS,,,, AAAAPPPPPPPPUUUURRRRTTTTEEEENNNNAAAANNNNCCCCEEEESSSS AAAANNNNDDDD AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEESSSS UUUUSSSSEEEEDDDD TTTTOOOO SSSSEEEERRRRVVVVIIIICCCCEEEE OOOORRRR DDDDIIIISSSSCCCCHHHHAAAARRRRGGGGEEEE LLLLIIIIQQQQUUUUIIIIDDDD WWWWAAAASSSSTTTTEEEESSSS OOOORRRR SSSSEEEEWWWWAAAAGGGGEEEE SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE DDDDRRRRAAAAIIIINNNNAAAAGGGGEEEE SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF TTTTHHHHEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG OOOORRRR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NYSTATERESIDENTIALCODEOFNYSTATERESIDENTIALCODEOFNYSTATERESIDENTIALCODEOFNYSTATE 6. 6. 6. 6. EEEEVVVVEEEERRRRYYYY PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEE,,,, DDDDEEEEVVVVIIIICCCCEEEE OOOORRRR AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEE RRRREEEEQQQQUUUUIIIIRRRRIIIINNNNGGGG OOOORRRR UUUUSSSSIIIINNNNGGGG WWWWAAAATTTTEEEERRRR FFFFOOOORRRR IIIITTTTSSSS PPPPRRRROOOOPPPPEEEERRRR OOOOPPPPEEEERRRRAAAATTTTIIIIOOOONNNN SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY OOOORRRR IIIINNNNDDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE WWWWAAAATTTTEEEERRRR SSSSUUUUPPPPPPPPLLLLYYYY IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE. 7. 7. 7. 7. TTTTHHHHEEEE PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE PPPPRRRROOOOVVVVIIIIDDDDEEEEDDDD WWWWIIIITTTTHHHH AAAA SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF VVVVEEEENNNNTTTT PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSO THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBE SSSSUUUUBBBBJJJJEEEECCCCTTTTEEEEDDDD TTTTOOOO PPPPRRRREEEESSSSSSSSUUUURRRREEEE DDDDIIIIFFFFFFFFEEEERRRREEEENNNNTTTTIIIIAAAALLLL OOOORRRR MMMMOOOORRRREEEE TTTTHHHHAAAANNNN 1111 IIIINNNNCCCCHHHH OOOOFFFF WWWWAAAATTTTEEEERRRR CCCCOOOOLLLLUUUUMMMMNNNN.... IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL CCCCOOOODDDDEEEE OOOOFFFF NY STATE.NY STATE.NY STATE.NY STATE. 8. 8. 8. 8. AAAALLLLLLLL EEEELLLLEEEECCCCTTTTRRRRIIIICCCCAAAALLLL SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE IIIINNNNSSSSTTTTAAAALLLLLLLLEEEEDDDD IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE. 9. 9. 9. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FOR CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP. 10. 10. 10. 10. ALL REINFORCING STEEL SHALL CONFORM WITH ASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTM A----666611115555 GGGGRRRRAAAADDDDEEEE 66660000.... 11. 11. 11. 11. NOTIFY THE ENGINEER IF ANY FILL ORNONNOTIFYTHEENGINEERIFANYFILLORNONNOTIFYTHEENGINEERIFANYFILLORNONNOTIFYTHEENGINEERIFANYFILLORNON----NATIVE ORWELLNATIVEORWELLNATIVEORWELLNATIVEORWELL----DDDDRRRRAAAAIIIINNNNEEEEDDDD MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS. 12. 12. 12. 12. BBBBAAAACCCCKKKK FFFFIIIILLLLLLLL EEEEXXXXCCCCAAAAVVVVAAAATTTTIIIIOOOONNNNSSSS AAAASSSS SSSSOOOOOOOONNNN AAAASSSS PPPPOOOOSSSSSSSSIIIIBBBBLLLLEEEE.... CCCCOOOOMMMMPPPPAAAACCCCTTTT CCCCLLLLEEEEAAAANNNN SSSSOOOOIIIILLLL TTTTOOOO NNNNOOOOTTTT LLLLEEEESSSSSSSS TTTTHHHHAAAANNNN 99995555%%%% OOOOFFFF MMMMAAAAXXXXIIIIMMMMUUUUMMMM DDDDEEEENNNNSSSSIIIITTTTYYYY AAAATTTT OOOOPPPPTTTTIIIIMMMMUUUUMMMM MMMMOOOOIIIISSSSTTTTUUUURRRREEEE CONTENT.CONTENT.CONTENT.CONTENT. 13. 13. 13. 13. BBBBEEEEGGGGIIIINNNNIIIINNNNGGGG IIIIMMMMMMMMEEEEDDDDIIIIAAAATTTTLLLLYYYY AAAAFFFFTTTTEEEERRRR PPPPLLLLAAAACCCCEEEEMMMMEEEENNNNTTTT,,,, PPPPRRRROOOOTTTTEEEECCCCTTTT CCCCOOOONNNNCCCCRRRREEEETTTTEEEE FFFFRRRROOOOMMMM PPPPRRRREEEEMMMMAAAATTTTUUUURRRREEEE DDDDRRRRYYYYIIIINNNNGGGG,,,, EEEEXXXXCCCCEEEESSSSSSSSIIIIVVVVEEEELLLLYYYY HHHHOOOOTTTT AAAANNNNDDDD CCCCOOOOLLLLDDDD TTTTEEEEMMMMPPPPEEEERRRRAAAATTTTUUUURRRREEEESSSS AAAANNNNDDDD MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES. 14. 14. 14. 14. DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:DESIGN LOADS: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 40 PSFLIVE40PSFLIVE40PSFLIVE40PSFLIVE 10 PSFDEAD10PSFDEAD10PSFDEAD10PSFDEAD 2ND FLOOR: 30 PSFLIVE2NDFLOOR: 30 PSFLIVE2NDFLOOR: 30 PSFLIVE2NDFLOOR: 30 PSF LIVE 10 PSFDEAD10PSFDEAD10PSFDEAD10PSFDEAD SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING) ROOF LOAD: 10 PSFDEADROOFLOAD: 10 PSFDEADROOFLOAD: 10 PSFDEADROOFLOAD: 10 PSF DEAD WIND SPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECOND GUST SEISMIC DESIGN CATEGORY: BSEISMICDESIGN CATEGORY: BSEISMICDESIGNCATEGORY: BSEISMICDESIGNCATEGORY: B PRESUMPTIVE SOIL LOAD BEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000 PSF SOIL GROUP: GROUP1SOILGROUP: GROUP1SOILGROUP: GROUP1SOILGROUP: GROUP 1 15.15.15.15. JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBE SEALED.SEALED.SEALED.SEALED. 16.16.16.16. LLLLOOOOTTTT SSSSHHHHAAAALLLLLLLL BBBBEEEE GGGGRRRRAAAADDDDEEEEDDDD SSSSOOOO AAAASSSS TTTTOOOO DDDDRRRRAAAAIIIINNNN SSSSUUUURRRRFFFFAAAACCCCEEEE WWWWAAAATTTTEEEERRRR AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN....TTTTHHHHEEEE GGGGRRRRAAAADDDDEEEE AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN WWWWAAAALLLLLLLL SSSSHHHHAAAALLLLLLLL FFFFAAAALLLLLLLL AAAA MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN. 17.17.17.17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPER MMMMAAAANNNNUUUUFFFFAAAACCCCTTTTUUUURRRREEEERRRRSSSS SSSSPPPPEEEECCCCIIIIFFFFIIIICCCCAAAATTTTIIIIOOOONNNNSSSS....TTTTHHHHEEEE MMMMIIIINNNNIIIIMMMMUUUUMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG RRRREEEEQQQQUUUUIIIIRRRREEEEMMMMEEEENNNNTTTTSSSS SHALL BE : 4SHALL BE : 4SHALLBE : 4SHALLBE : 4----1/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 7----1/2''@I1/2''@I1/2''@I1/2''@ INNNNTTTTEEEERRRRMMMMEEEEDDDDIIIIAAAATTTTEEEE SSSSUUUUPPPPPPPPOOOORRRRTTTTSSSS.... 18.18.18.18. HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALL BBBBEEEE 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD NOSING.NOSING.NOSING.NOSING. 19.19.19.19. ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALL INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONE DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. RRRREEEEFFFFEEEERRRREEEENNNNCCCCEEEE SSSSEEEECCCCTTTTIIIIOOOONNNNSSSS RRRR333311114444 AAAANNNNDDDD R315 OF THE NYS RESIDENTIALCODER315OFTHENYSRESIDENTIALCODER315OFTHENYSRESIDENTIALCODER315OFTHENYSRESIDENTIALCODE 20.20.20.20. THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER ISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERIS CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED INCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDINCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDINCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDIN TTTTHHHHEEEE CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITY BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOT DIPPEDDIPPEDDIPPEDDIPPED GALVANIZED OR STAINLESS STEELGALVANIZEDORSTAINLESSSTEELGALVANIZEDORSTAINLESSSTEELGALVANIZEDORSTAINLESSSTEEL FFFFAAAASSSSTTTTEEEENNNNEEEERRRRSSSS AAAARRRREEEE RRRREEEEQQQQUUUUIIIIRRRREEEEDDDD.... 21.21.21.21. WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITH SSSSEEEECCCCTTTTIIIIOOOONNNN 333300008888 OOOOFFFF TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEE OOOOFFFF NNNNYYYY SSSSTTTTAAAATTTTEEEE.... 22.22.22.22. WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIR CCCCHHHHAAAANNNNGGGGEEEESSSS PPPPEEEERRRR HHHHOOOOUUUURRRR OOOORRRR LLLLEEEESSSSSSSS AAAASSSS DDDDEEEETTTTEEEERRRRMMMMIIIINNNNEEEEDDDD BBBBYYYY HHHHEEEE BBBBLLLLOOOOWWWWEEEERRRR DDDDOOOOOOOORRRR TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE HOUSEHOUSEHOUSEHOUSE MMMMEEEECCCCHHHHAAAANNNNIIIICCCCAAAALLLL VVVVEEEENNNNTTTTIIIILLLLAAAATTTTIIIIOOOONNNN IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH SSSSEEEECCCCTTTTIIIIOOOONNNN MMMM1111555500005555....4444....3333 OOOOFFFF THE 2020 RESIDENTIAL BUILDING CODE OF NYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATE 23.23.23.23. UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: FOR OPENINGS <3'00'':2FOROPENINGS <3'00'':2FOROPENINGS <3'00'':2FOROPENINGS <3'00'':2----PLY 2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUT 5'0'': 3<5'0'': 3<5'0'': 3<5'0'': 3----PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACK STUDS.STUDS.STUDS.STUDS. 24.24.24.24. CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOOR SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART. 25.25.25.25. WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIO OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1. 26.26.26.26. HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACH RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS. 27.27.27.27. MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWS MMMMOOOORRRREEEE THAN 400CFM.THAN 400CFM.THAN 400CFM.THAN 400CFM. 28.28.28.28. WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIRED LOCATIONS.LOCATIONS.LOCATIONS.LOCATIONS. 29.29.29.29. A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE GARAGE.GARAGE.GARAGE.GARAGE. 30.30.30.30. TTTTHHHHEEEE AAAATTTTTTTTIIIICCCC AAAACCCCCCCCEEEESSSSSSSS HHHHAAAATTTTCCCCHHHHWWWWAAAAYYYY WWWWIIIILLLLLLLL HHHHAAAAVVVVEEEE AAAA IIIINNNNSSSSUUUULLLLAAAATTTTIIIIOOOONNNN VVVVAAAALLLLUUUUEEEE EEEEQQQQUUUUAAAALLLL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEAL AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR. Douglas W. Adams Professional Engineer & Designer Cell (518) 683-6899 74 Rolling Hills Drive Gansevoort, New York 12831 Saratoga Engineering Design, PC email: saratogaengndesign@nycap.rr.com Residential/Commercial Design Plans DRAFT 1/ 1 3 2 0 2 5 2 4 9 5 9 P M C: 1 S E D P R O J E C T S D e n n i s G o s i e r R e v i t 1 2 1 4 2 0 2 4 D e n n i s G o s i e r F i r s t F l o o r A d d i t i o n r v t 1 119 Van Dam Street Saratoga Springs, New York 12866 Dennis & Tiffany Gosier COVERSHEETCOVERSHEETCOVERSHEETCOVERSHEET Dennis & Tiffany Gosier D R A W I N G L I S T NO.SHEET NAME 1 COVER SHEET 2 EXISTING PLAN VIEWS 3 MODIFIED FND. & 1st Flr. PLAN 4 EXISTING & MODIFIED ROOF PLAN 5 EXISTING ELEVATION VIEWS 6 MODIFIED FRONT & REAR ELEVATION 7 MODIFIED ELEVATION VIEWS 8 BUILDING SECTIONS 9 BUILDING SECTIONS 10 BUILDING SECTIONS 11 SITE PLAN UP UP UP REF. UP UP UP 25' - 9" +/- Ex i s t i n g 6 x 8 R o u g h C u t B e a m Ex i s t i n g 6 x 8 R o u g h C u t B e a m Existing Brick Chimney Existing 6"x6" Rough Cut Column Existing 2x8 Rough Cut Floor Joists @ 16'' O.C. Slab to Top of Floor Joists = 82" +/- 594.71 SF Existing Foundation Existing 20" Thick Stone Foundation 12' - 10 1/2"12' - 10 1/2" Existing Concrete Flr. Slab 6' 1 0 26 0 32 1 0 2' - 0"23' - 9" 25' - 9" +/- 13 9 1 4 3' 7 1 4 4' 8 3 4 3' 7 1 4 7' 1 1 4 32 1 0 1' 9 7' 2 2' 9 1 4 8' 1 1 2' - 0" 3" Block E/P Demo Existing Basement Window 3/0x6/8 (Demo) Existing 3245 DH (Demo) Ex i s t i n g 3 2 6 1 D H D e m o 2/6x6/8 Chase 131.95 SF Kitchen 8'-5 1/2" Flat Ceiling 2/ 6 x 6 8 2/6x6/8 Existing 3245 DH (Demo) 2/6x6/8 47.29 SF Sitting Room 26.39 SF Bath 2/6x6/8 2/ 6 x 6 8 Existing 3261 DH Existing 4861 DH 5/0x6/8 158.55 SF Dining Room 8'-5 1/2" Flat Ceiling 3/0x6/8 Ex i s t i n g 3 2 6 1 D H 152.55 SF Foyer 5/ 0 x 6 8 Ex i s t i n g 3 2 6 1 D H Ex i s t i n g 2 4 6 1 D H Ex i s t i n g 2 4 6 1 D H Ex i s t i n g 3 5 6 1 D H 157.41 SF Living Room 8'-5 1/2" Flat Ceiling 8'-5 1/2" Flat Ceiling 49.01 SF Covered Porch 237.56 SF Front Porch Demo Existing Covered Porch. Deck, Stairs, Roof) Demo Existing Kitchen Counter, Cabinets 25' - 9" +/- 25' - 9" 26 0 6' 1 0 12' - 6"13' - 3" 25' - 9" +/- 13 9 1 4 3' 7 1 4 4' 8 3 4 3' 7 1 4 7' 1 1 4 32 1 0 32 1 0 12' - 0" Existing 2x6 Wall Note: Existing Walls Both Interior & Exterior are Rough Cut 2x Material 2' - 0" Existing 2' Second Flr. Overhang 2/6x6/8 2/6x6/8 2/ 6 x 6 8 2/ 6 x 6 8 134.98 SF Bedroom #1 157.62 SF Bedroom #2 8'-3" Flat Ceiling 8'-3" Flat Ceiling 2/ 6 x 6 8 55.85 SF Bath 2/8x5/0 TUB 2/ 6 x 6 8 2/6x6/82/6x6/8 2/ 6 x 6 8 2/ 6 x 6 8 120.88 SF Bedroom #3 140.26 SF Bedroom #4 8'-3" FlatCeiling8'-3" Flat Ceiling Chimney Existing 3257 DH Existing 3257 DH Ex i s t i n g 3 2 5 7 D H Ex i s t i n g 3 2 5 7 D H Ex i s t i n g 3 2 5 7 D H D e m o Existing 3257DHExisting3257DH Ex i s t i n g 3 2 5 7 D H Ex i s t i n g 3 2 5 7 D H Existing 2x6 Wall 11' - 6"3' - 0"13' - 3" 27' - 9" +/- 26 0 6' 1 0 2' - 0"23' - 9"2' - 0" 32 1 0 27' - 9" +/- 6' 1 0 26 0 3' - 2"3' - 4" 10' - 11"12' - 8" DRAWING NUMBER PPPPrrrroooouuuuddddllllyyyy DDDDeeeessssiiiiggggnnnneeeedddd &&&& BBBBuuuuiiiilllltttt FFFFoooorrrr:::: ENGINEERING APPROVAL WHEN THIS ITEM IS STAMPED BY A LISCENSED PROFESSIONAL ENGINEER, IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW TITLE VIII ARTICLE 145 SECTION 7209 FOR ANY REASON UNLESS HE IS UNDER THE DIRECTION OF A LISCENSED ENGINEER TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL COMPLY WITH NEW YORK STATE EDUCATION LAWS. PROJECT NOTES:PROJECT NOTES:PROJECT NOTES:PROJECT NOTES: 1. 1. 1. 1. DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING. 2. 2. 2. 2. VVVVEEEERRRRIIIIFFFFYYYY AAAALLLLLLLL DDDDIIIIMMMMEEEENNNNSSSSIIIIOOOONNNNSSSS PPPPRRRRIIIIOOOORRRR TTTTOOOO CCCCOOOONNNNSSSSTTTTRRRRUUUUCCCCTTTTIIIIOOOONNNN.... NNNNOOOOTTTTIIIIFFFFYYYY OOOOWWWWNNNNEEEERRRR OOOOFFFF ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES. 3. 3. 3. 3. OOOOWWWWNNNNEEEERRRR &&&& CCCCOOOONNNNTTTTRRRRAAAACCCCTTTTOOOORRRR SSSSHHHHAAAALLLLLLLL CCCCOOOONNNNSSSSUUUULLLLTTTT AAAAPPPPPPPPLLLLIIIICCCCAAAABBBBLLLLEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEESSSS TTTTOOOO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALL REQUIREMENTS.REQUIREMENTS.REQUIREMENTS.REQUIREMENTS. 4. 4. 4. 4. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020 IIIIEEEECCCCCCCC NNNNYYYY SSSSTTTTAAAATTTTEEEE EEEENNNNEEEERRRRGGGGYYYY CCCCOOOODDDDEEEE AAAANNNNDDDD TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CODE OF NYSTATECODEOFNYSTATECODEOFNYSTATECODEOFNYSTATE 5. 5. 5. 5. AAAALLLLLLLL PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEESSSS,,,, DDDDRRRRAAAAIIIINNNNSSSS,,,, AAAAPPPPPPPPUUUURRRRTTTTEEEENNNNAAAANNNNCCCCEEEESSSS AAAANNNNDDDD AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEESSSS UUUUSSSSEEEEDDDD TTTTOOOO SSSSEEEERRRRVVVVIIIICCCCEEEE OOOORRRR DDDDIIIISSSSCCCCHHHHAAAARRRRGGGGEEEE LLLLIIIIQQQQUUUUIIIIDDDD WWWWAAAASSSSTTTTEEEESSSS OOOORRRR SSSSEEEEWWWWAAAAGGGGEEEE SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE DDDDRRRRAAAAIIIINNNNAAAAGGGGEEEE SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF TTTTHHHHEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG OOOORRRR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NYSTATERESIDENTIALCODEOFNYSTATERESIDENTIALCODEOFNYSTATERESIDENTIALCODEOFNYSTATE 6. 6. 6. 6. EEEEVVVVEEEERRRRYYYY PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEE,,,, DDDDEEEEVVVVIIIICCCCEEEE OOOORRRR AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEE RRRREEEEQQQQUUUUIIIIRRRRIIIINNNNGGGG OOOORRRR UUUUSSSSIIIINNNNGGGG WWWWAAAATTTTEEEERRRR FFFFOOOORRRR IIIITTTTSSSS PPPPRRRROOOOPPPPEEEERRRR OOOOPPPPEEEERRRRAAAATTTTIIIIOOOONNNN SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY OOOORRRR IIIINNNNDDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE WWWWAAAATTTTEEEERRRR SSSSUUUUPPPPPPPPLLLLYYYY IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE. 7. 7. 7. 7. TTTTHHHHEEEE PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE PPPPRRRROOOOVVVVIIIIDDDDEEEEDDDD WWWWIIIITTTTHHHH AAAA SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF VVVVEEEENNNNTTTT PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSO THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBE SSSSUUUUBBBBJJJJEEEECCCCTTTTEEEEDDDD TTTTOOOO PPPPRRRREEEESSSSSSSSUUUURRRREEEE DDDDIIIIFFFFFFFFEEEERRRREEEENNNNTTTTIIIIAAAALLLL OOOORRRR MMMMOOOORRRREEEE TTTTHHHHAAAANNNN 1111 IIIINNNNCCCCHHHH OOOOFFFF WWWWAAAATTTTEEEERRRR CCCCOOOOLLLLUUUUMMMMNNNN.... IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL CCCCOOOODDDDEEEE OOOOFFFF NY STATE.NY STATE.NY STATE.NY STATE. 8. 8. 8. 8. AAAALLLLLLLL EEEELLLLEEEECCCCTTTTRRRRIIIICCCCAAAALLLL SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE IIIINNNNSSSSTTTTAAAALLLLLLLLEEEEDDDD IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE. 9. 9. 9. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FOR CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP. 10. 10. 10. 10. ALL REINFORCING STEEL SHALL CONFORM WITH ASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTM A----666611115555 GGGGRRRRAAAADDDDEEEE 66660000.... 11. 11. 11. 11. NOTIFY THE ENGINEER IF ANY FILL ORNONNOTIFYTHEENGINEERIFANYFILLORNONNOTIFYTHEENGINEERIFANYFILLORNONNOTIFYTHEENGINEERIFANYFILLORNON----NATIVE ORWELLNATIVEORWELLNATIVEORWELLNATIVEORWELL----DDDDRRRRAAAAIIIINNNNEEEEDDDD MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS. 12. 12. 12. 12. BBBBAAAACCCCKKKK FFFFIIIILLLLLLLL EEEEXXXXCCCCAAAAVVVVAAAATTTTIIIIOOOONNNNSSSS AAAASSSS SSSSOOOOOOOONNNN AAAASSSS PPPPOOOOSSSSSSSSIIIIBBBBLLLLEEEE.... CCCCOOOOMMMMPPPPAAAACCCCTTTT CCCCLLLLEEEEAAAANNNN SSSSOOOOIIIILLLL TTTTOOOO NNNNOOOOTTTT LLLLEEEESSSSSSSS TTTTHHHHAAAANNNN 99995555%%%% OOOOFFFF MMMMAAAAXXXXIIIIMMMMUUUUMMMM DDDDEEEENNNNSSSSIIIITTTTYYYY AAAATTTT OOOOPPPPTTTTIIIIMMMMUUUUMMMM MMMMOOOOIIIISSSSTTTTUUUURRRREEEE CONTENT.CONTENT.CONTENT.CONTENT. 13. 13. 13. 13. BBBBEEEEGGGGIIIINNNNIIIINNNNGGGG IIIIMMMMMMMMEEEEDDDDIIIIAAAATTTTLLLLYYYY AAAAFFFFTTTTEEEERRRR PPPPLLLLAAAACCCCEEEEMMMMEEEENNNNTTTT,,,, PPPPRRRROOOOTTTTEEEECCCCTTTT CCCCOOOONNNNCCCCRRRREEEETTTTEEEE FFFFRRRROOOOMMMM PPPPRRRREEEEMMMMAAAATTTTUUUURRRREEEE DDDDRRRRYYYYIIIINNNNGGGG,,,, EEEEXXXXCCCCEEEESSSSSSSSIIIIVVVVEEEELLLLYYYY HHHHOOOOTTTT AAAANNNNDDDD CCCCOOOOLLLLDDDD TTTTEEEEMMMMPPPPEEEERRRRAAAATTTTUUUURRRREEEESSSS AAAANNNNDDDD MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES. 14. 14. 14. 14. DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:DESIGN LOADS: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 40 PSFLIVE40PSFLIVE40PSFLIVE40PSFLIVE 10 PSFDEAD10PSFDEAD10PSFDEAD10PSFDEAD 2ND FLOOR: 30 PSFLIVE2NDFLOOR: 30 PSFLIVE2NDFLOOR: 30 PSFLIVE2NDFLOOR: 30 PSF LIVE 10 PSFDEAD10PSFDEAD10PSFDEAD10PSFDEAD SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING) ROOF LOAD: 10 PSFDEADROOFLOAD: 10 PSFDEADROOFLOAD: 10 PSFDEADROOFLOAD: 10 PSF DEAD WIND SPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECOND GUST SEISMIC DESIGN CATEGORY: BSEISMICDESIGN CATEGORY: BSEISMICDESIGNCATEGORY: BSEISMICDESIGNCATEGORY: B PRESUMPTIVE SOIL LOAD BEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000 PSF SOIL GROUP: GROUP1SOILGROUP: GROUP1SOILGROUP: GROUP1SOILGROUP: GROUP 1 15.15.15.15. JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBE SEALED.SEALED.SEALED.SEALED. 16.16.16.16. LLLLOOOOTTTT SSSSHHHHAAAALLLLLLLL BBBBEEEE GGGGRRRRAAAADDDDEEEEDDDD SSSSOOOO AAAASSSS TTTTOOOO DDDDRRRRAAAAIIIINNNN SSSSUUUURRRRFFFFAAAACCCCEEEE WWWWAAAATTTTEEEERRRR AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN....TTTTHHHHEEEE GGGGRRRRAAAADDDDEEEE AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN WWWWAAAALLLLLLLL SSSSHHHHAAAALLLLLLLL FFFFAAAALLLLLLLL AAAA MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN. 17.17.17.17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPER MMMMAAAANNNNUUUUFFFFAAAACCCCTTTTUUUURRRREEEERRRRSSSS SSSSPPPPEEEECCCCIIIIFFFFIIIICCCCAAAATTTTIIIIOOOONNNNSSSS....TTTTHHHHEEEE MMMMIIIINNNNIIIIMMMMUUUUMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG RRRREEEEQQQQUUUUIIIIRRRREEEEMMMMEEEENNNNTTTTSSSS SHALL BE : 4SHALL BE : 4SHALLBE : 4SHALLBE : 4----1/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 7----1/2''@I1/2''@I1/2''@I1/2''@ INNNNTTTTEEEERRRRMMMMEEEEDDDDIIIIAAAATTTTEEEE SSSSUUUUPPPPPPPPOOOORRRRTTTTSSSS.... 18.18.18.18. HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALL BBBBEEEE 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD NOSING.NOSING.NOSING.NOSING. 19.19.19.19. ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALL INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONE DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. RRRREEEEFFFFEEEERRRREEEENNNNCCCCEEEE SSSSEEEECCCCTTTTIIIIOOOONNNNSSSS RRRR333311114444 AAAANNNNDDDD R315 OF THE NYS RESIDENTIALCODER315OFTHENYSRESIDENTIALCODER315OFTHENYSRESIDENTIALCODER315OFTHENYSRESIDENTIALCODE 20.20.20.20. THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER ISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERIS CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED INCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDINCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDINCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDIN TTTTHHHHEEEE CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITY BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOT DIPPEDDIPPEDDIPPEDDIPPED GALVANIZED OR STAINLESS STEELGALVANIZEDORSTAINLESSSTEELGALVANIZEDORSTAINLESSSTEELGALVANIZEDORSTAINLESSSTEEL FFFFAAAASSSSTTTTEEEENNNNEEEERRRRSSSS AAAARRRREEEE RRRREEEEQQQQUUUUIIIIRRRREEEEDDDD.... 21.21.21.21. WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITH SSSSEEEECCCCTTTTIIIIOOOONNNN 333300008888 OOOOFFFF TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEE OOOOFFFF NNNNYYYY SSSSTTTTAAAATTTTEEEE.... 22.22.22.22. WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIR CCCCHHHHAAAANNNNGGGGEEEESSSS PPPPEEEERRRR HHHHOOOOUUUURRRR OOOORRRR LLLLEEEESSSSSSSS AAAASSSS DDDDEEEETTTTEEEERRRRMMMMIIIINNNNEEEEDDDD BBBBYYYY HHHHEEEE BBBBLLLLOOOOWWWWEEEERRRR DDDDOOOOOOOORRRR TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE HOUSEHOUSEHOUSEHOUSE MMMMEEEECCCCHHHHAAAANNNNIIIICCCCAAAALLLL VVVVEEEENNNNTTTTIIIILLLLAAAATTTTIIIIOOOONNNN IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH SSSSEEEECCCCTTTTIIIIOOOONNNN MMMM1111555500005555....4444....3333 OOOOFFFF THE 2020 RESIDENTIAL BUILDING CODE OF NYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATE 23.23.23.23. UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: FOR OPENINGS <3'00'':2FOROPENINGS <3'00'':2FOROPENINGS <3'00'':2FOROPENINGS <3'00'':2----PLY 2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUT 5'0'': 3<5'0'': 3<5'0'': 3<5'0'': 3----PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACK STUDS.STUDS.STUDS.STUDS. 24.24.24.24. CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOOR SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART. 25.25.25.25. WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIO OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1. 26.26.26.26. HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACH RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS. 27.27.27.27. MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWS MMMMOOOORRRREEEE THAN 400CFM.THAN 400CFM.THAN 400CFM.THAN 400CFM. 28.28.28.28. WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIRED LOCATIONS.LOCATIONS.LOCATIONS.LOCATIONS. 29.29.29.29. A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE GARAGE.GARAGE.GARAGE.GARAGE. 30.30.30.30. TTTTHHHHEEEE AAAATTTTTTTTIIIICCCC AAAACCCCCCCCEEEESSSSSSSS HHHHAAAATTTTCCCCHHHHWWWWAAAAYYYY WWWWIIIILLLLLLLL HHHHAAAAVVVVEEEE AAAA IIIINNNNSSSSUUUULLLLAAAATTTTIIIIOOOONNNN VVVVAAAALLLLUUUUEEEE EEEEQQQQUUUUAAAALLLL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEAL AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR. Douglas W. Adams Professional Engineer & Designer Cell (518) 683-6899 74 Rolling Hills Drive Gansevoort, New York 12831 Saratoga Engineering Design, PC email: saratogaengndesign@nycap.rr.com Residential/Commercial Design Plans DRAFT 1/ 1 3 2 0 2 5 2 5 0 0 0 P M C: 1 S E D P R O J E C T S D e n n i s G o s i e r R e v i t 1 2 1 4 2 0 2 4 D e n n i s G o s i e r F i r s t F l o o r A d d i t i o n r v t 2 119 Van Dam Street Saratoga Springs, New York 12866 Dennis & Tiffany Gosier EXISTINGPLANEXISTINGPLANEXISTINGPLANEXISTINGPLAN VIEWSVIEWSVIEWSVIEWS 1/4" = 1'-0" 1 EXISTING FOUNDATION PLAN 1/4" = 1'-0" 2 EXISTING FIRST FLOOR PLAN 1/4" = 1'-0" 3 EXISTING SECOND FLOOR PLAN UP UP DW UP RE F UP UP 4/0x6/8 Chase 136.31 SF Dining 8'-5 1/2" Flat Ceiling 3/ 0 x 6 8 2/6x6/8 47.29 SF Pantry 26.39 SF Bath SD CO 2/6x6/8 2/ 6 x 6 8 Existing 3261 DH Existing 4861 DH 5/0x6/8 158.55 SF Dining Room 8'-5 1/2" Flat Ceiling 3/0x6/8 Ex i s t i n g 3 2 6 1 D H 152.58 SF Foyer 5/ 0 x 6 8 Existing 3261 DH Ex i s t i n g 2 4 6 1 D H Ex i s t i n g 3 5 6 1 D H 157.41 SF Living Room 8'-5 1/2" Flat Ceiling 8'-5 1/2" Flat Ceiling 238.36 SF Front Porch 3 9 3 9 359.39 SF First Floor Addition 8'-5 1/2" Flat Ceiling 6' 1 0 26 0 16 0 7' 0 4' 0 7' 0 20 0 32 1 0 Second Floor Overhang 2' - 0" 8'' Ceiling Drop SD CO DHG2430 -DH 44.92 SF Mudroom DHG3251 -DH 135.30 SF Patio Stairway: Max Rise = 7 1/2'', Run = 11'',Handrail System to be 36'' High w/ Balusters @ 4'' O.C. P.T. Framing w/ Azek Finish 8'-5 1/2" Flat Ceiling 4/0x6/8 DHG3251 -DH Triple 2x6 Trimmers Each End Typ. 3'3' 4' 5' 15 3 1 2 11 8 1 2 DHG2430 -DH 2) 1 3/4"x16" LVL Flush Header 11 2 5' 0 15 6 1 2 6' 6 1 2 3' 3 1 4 3' 3 1 4 DHG2430 -DH DHG2430 -DH 4' 0 1 2 7' 9 1 4 3' 8 3 4 HPI3068 (R.O. = 3'-1"x6'-8 1/2") HPI3068 (R.O. = 3'-1"x6'-8 1/2") 8' - 0"15' - 9" 1' - 0" 3' 1 1 1 21' - 0" 7' - 1" 3' - 6 1/2"3' - 6 1/2" 15' - 3 1/2" 2' - 0"5' - 7 1/2"3' - 6 1/2"4' - 1 1/2" DH G 3 2 5 1 DH DH G 3 2 5 1 DH 3' 0 9' 3 1 2 3' 0 2) Ply 2x10 SPF#2 2- 2x 1 0 S P F 2 2-2x10 SPF #2 2- 2x 1 0 S P F 2 11' - 10 1/2"11' - 10 1/2" 1 8 1 8 1 9 1 9 1 10 1 10 2/ 6 x 6 8 11 1 2 3' 0 12' - 7" 4 1/2" 3' 0 Existing Brick Chimney Existing 2x8 Rough Cut Floor Joists @ 16'' O.C. Slab to Top of Floor Joists = 82" +/- Existing 20" Thick Stone Foundation Existing Concrete Flr. Slab 594.71 SF Existing Foundation Ex i s t i n g 6 x 8 R o u g h C u t B e a m Ex i s t i n g 6 x 8 R o u g h C u t B e a m 2' - 0" M.O. 3' - 5" 1' - 0" 1' - 0" 26 0 6' 1 0 9' 8 9' 8 36" x 36" x 12" New 8" Fnd. Wall to be Poured 1.25"+/- Shorter Than Existing Stone Fnd. Wall Contractor to Field Verify Actual Height of New Fnd. Wall Such That New & Existing Floor Assemblies Match. 3'x3'x12" thick Concrete Spread Footing w/ (4) #5 Rebar Equally Spaced Typical 4" thk. Concrete Slab w/Fibermesh Reinforcement 3'' Diameter, 11 Ga. 16,900# Min. Load Capacity. (Tel-O- Post or Equal), w/ Std. End Plates Typ. ) Red Hatch Indicates 2" Lip. Typ. CO SD 6''x8'' by 8 3/4" Deep Beam Pocket w/ (4) 1/4'' Steel Plates (typ) 2x10 @ 16" O.C. w/Blocking @ Mid-Spans Above 430.61 SF New Foundation Double Up Existing Rim to Accomadate New Opening In Fnd. Wall 2 Pl y 1 3 4 x 9 1 4 L V L Red Circle Indicates Pinning the New Concrete Foundation Wall to Existing Stone Fnd. Wall. Typ. 32 1 0 3 4 Existing 6"x6" Rough Cut Column 3" Block 2' - 0" 1' 9 7' 2 2' 9 1 4 8' 1 1 2' - 0" 9' - 4 1/2" E/P 2x4 Wall Framing Note: All New Exposed Concrete Shall be Parged 6' 1 0 20 2 15 6 11 6 27 0 N e w A d d i t i o n 10' - 10 1/4"12' - 10 3/4" 11' - 10 1/2"11' - 10 1/2" New Addition) 23' - 9" 10 1 10 1 4040 4040 8'-0" +/- TALL FOUNDATION Boman Kemp 5236-60 "easy-well" grate and lexan cover not shown for clarity) Boman Kemp 4'-0 escape ladder Boman Kemp 4040 "easy-buck" and double insulated vinyl window. See cross-section, plan, & elevation for installation details. 3 3 6x6 P.T. Porch Column w/ Vinyl Wrap & ABU66Z Base Anchor & LPC6Z (Middle Post) LCE4 (Corner Post) Post Caps Solid Footing Line Indicates 8" Concrete Frost Wall 6" thk. Concrete Slab w/ Fibermesh Reinforcement10 10"10 FOUNDATION TO FIRST FLOOR STAIRS: 13) RISERS @ 7.8'' = 8'-5 1/2'' 12) TREADS @ 9''3' - 0" 3' 0 8' - 2"15' - 7" 2/ 6 x 6 8 Boman Kemp 4'-0'' Escape Ladder Boman Kemp 5236-60 "Easy Well" (Grate Lexan Cover Not Shown For Clarity) Boman Kemp 4040 "Easy Buck" & Double Insulated Vinyl Window (Typ.) Foundation Line 4' 3' New 8" Concrete Foundation Wall Existing Stone Foundation Wall Drill Hole Into Existing Stone Foundation Wall. Epoxy in #4 Rebar Rod 2'o.c. DRAWING NUMBER PPPPrrrroooouuuuddddllllyyyy DDDDeeeessssiiiiggggnnnneeeedddd &&&& BBBBuuuuiiiilllltttt FFFFoooorrrr:::: ENGINEERING APPROVAL WHEN THIS ITEM IS STAMPED BY A LISCENSED PROFESSIONAL ENGINEER, IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW TITLE VIII ARTICLE 145 SECTION 7209 FOR ANY REASON UNLESS HE IS UNDER THE DIRECTION OF A LISCENSED ENGINEER TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL COMPLY WITH NEW YORK STATE EDUCATION LAWS. PROJECT NOTES:PROJECT NOTES:PROJECT NOTES:PROJECT NOTES: 1. 1. 1. 1. DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING. 2. 2. 2. 2. VVVVEEEERRRRIIIIFFFFYYYY AAAALLLLLLLL DDDDIIIIMMMMEEEENNNNSSSSIIIIOOOONNNNSSSS PPPPRRRRIIIIOOOORRRR TTTTOOOO CCCCOOOONNNNSSSSTTTTRRRRUUUUCCCCTTTTIIIIOOOONNNN.... NNNNOOOOTTTTIIIIFFFFYYYY OOOOWWWWNNNNEEEERRRR OOOOFFFF ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES. 3. 3. 3. 3. OOOOWWWWNNNNEEEERRRR &&&& CCCCOOOONNNNTTTTRRRRAAAACCCCTTTTOOOORRRR SSSSHHHHAAAALLLLLLLL CCCCOOOONNNNSSSSUUUULLLLTTTT AAAAPPPPPPPPLLLLIIIICCCCAAAABBBBLLLLEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEESSSS TTTTOOOO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALL REQUIREMENTS.REQUIREMENTS.REQUIREMENTS.REQUIREMENTS. 4. 4. 4. 4. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020 IIIIEEEECCCCCCCC NNNNYYYY SSSSTTTTAAAATTTTEEEE EEEENNNNEEEERRRRGGGGYYYY CCCCOOOODDDDEEEE AAAANNNNDDDD TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CODE OF NYSTATECODEOFNYSTATECODEOFNYSTATECODEOFNYSTATE 5. 5. 5. 5. AAAALLLLLLLL PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEESSSS,,,, DDDDRRRRAAAAIIIINNNNSSSS,,,, AAAAPPPPPPPPUUUURRRRTTTTEEEENNNNAAAANNNNCCCCEEEESSSS AAAANNNNDDDD AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEESSSS UUUUSSSSEEEEDDDD TTTTOOOO SSSSEEEERRRRVVVVIIIICCCCEEEE OOOORRRR DDDDIIIISSSSCCCCHHHHAAAARRRRGGGGEEEE LLLLIIIIQQQQUUUUIIIIDDDD WWWWAAAASSSSTTTTEEEESSSS OOOORRRR SSSSEEEEWWWWAAAAGGGGEEEE SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE DDDDRRRRAAAAIIIINNNNAAAAGGGGEEEE SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF TTTTHHHHEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG OOOORRRR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NYSTATERESIDENTIALCODEOFNYSTATERESIDENTIALCODEOFNYSTATERESIDENTIALCODEOFNYSTATE 6. 6. 6. 6. EEEEVVVVEEEERRRRYYYY PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEE,,,, DDDDEEEEVVVVIIIICCCCEEEE OOOORRRR AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEE RRRREEEEQQQQUUUUIIIIRRRRIIIINNNNGGGG OOOORRRR UUUUSSSSIIIINNNNGGGG WWWWAAAATTTTEEEERRRR FFFFOOOORRRR IIIITTTTSSSS PPPPRRRROOOOPPPPEEEERRRR OOOOPPPPEEEERRRRAAAATTTTIIIIOOOONNNN SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY OOOORRRR IIIINNNNDDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE WWWWAAAATTTTEEEERRRR SSSSUUUUPPPPPPPPLLLLYYYY IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE. 7. 7. 7. 7. TTTTHHHHEEEE PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE PPPPRRRROOOOVVVVIIIIDDDDEEEEDDDD WWWWIIIITTTTHHHH AAAA SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF VVVVEEEENNNNTTTT PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSO THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBE SSSSUUUUBBBBJJJJEEEECCCCTTTTEEEEDDDD TTTTOOOO PPPPRRRREEEESSSSSSSSUUUURRRREEEE DDDDIIIIFFFFFFFFEEEERRRREEEENNNNTTTTIIIIAAAALLLL OOOORRRR MMMMOOOORRRREEEE TTTTHHHHAAAANNNN 1111 IIIINNNNCCCCHHHH OOOOFFFF WWWWAAAATTTTEEEERRRR CCCCOOOOLLLLUUUUMMMMNNNN.... IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL CCCCOOOODDDDEEEE OOOOFFFF NY STATE.NY STATE.NY STATE.NY STATE. 8. 8. 8. 8. AAAALLLLLLLL EEEELLLLEEEECCCCTTTTRRRRIIIICCCCAAAALLLL SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE IIIINNNNSSSSTTTTAAAALLLLLLLLEEEEDDDD IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE. 9. 9. 9. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FOR CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP. 10. 10. 10. 10. ALL REINFORCING STEEL SHALL CONFORM WITH ASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTM A----666611115555 GGGGRRRRAAAADDDDEEEE 66660000.... 11. 11. 11. 11. NOTIFY THE ENGINEER IF ANY FILL ORNONNOTIFYTHEENGINEERIFANYFILLORNONNOTIFYTHEENGINEERIFANYFILLORNONNOTIFYTHEENGINEERIFANYFILLORNON----NATIVE ORWELLNATIVEORWELLNATIVEORWELLNATIVEORWELL----DDDDRRRRAAAAIIIINNNNEEEEDDDD MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS. 12. 12. 12. 12. BBBBAAAACCCCKKKK FFFFIIIILLLLLLLL EEEEXXXXCCCCAAAAVVVVAAAATTTTIIIIOOOONNNNSSSS AAAASSSS SSSSOOOOOOOONNNN AAAASSSS PPPPOOOOSSSSSSSSIIIIBBBBLLLLEEEE.... CCCCOOOOMMMMPPPPAAAACCCCTTTT CCCCLLLLEEEEAAAANNNN SSSSOOOOIIIILLLL TTTTOOOO NNNNOOOOTTTT LLLLEEEESSSSSSSS TTTTHHHHAAAANNNN 99995555%%%% OOOOFFFF MMMMAAAAXXXXIIIIMMMMUUUUMMMM DDDDEEEENNNNSSSSIIIITTTTYYYY AAAATTTT OOOOPPPPTTTTIIIIMMMMUUUUMMMM MMMMOOOOIIIISSSSTTTTUUUURRRREEEE CONTENT.CONTENT.CONTENT.CONTENT. 13. 13. 13. 13. BBBBEEEEGGGGIIIINNNNIIIINNNNGGGG IIIIMMMMMMMMEEEEDDDDIIIIAAAATTTTLLLLYYYY AAAAFFFFTTTTEEEERRRR PPPPLLLLAAAACCCCEEEEMMMMEEEENNNNTTTT,,,, PPPPRRRROOOOTTTTEEEECCCCTTTT CCCCOOOONNNNCCCCRRRREEEETTTTEEEE FFFFRRRROOOOMMMM PPPPRRRREEEEMMMMAAAATTTTUUUURRRREEEE DDDDRRRRYYYYIIIINNNNGGGG,,,, EEEEXXXXCCCCEEEESSSSSSSSIIIIVVVVEEEELLLLYYYY HHHHOOOOTTTT AAAANNNNDDDD CCCCOOOOLLLLDDDD TTTTEEEEMMMMPPPPEEEERRRRAAAATTTTUUUURRRREEEESSSS AAAANNNNDDDD MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES. 14. 14. 14. 14. DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:DESIGN LOADS: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 40 PSFLIVE40PSFLIVE40PSFLIVE40PSFLIVE 10 PSFDEAD10PSFDEAD10PSFDEAD10PSFDEAD 2ND FLOOR: 30 PSFLIVE2NDFLOOR: 30 PSFLIVE2NDFLOOR: 30 PSFLIVE2NDFLOOR: 30 PSF LIVE 10 PSFDEAD10PSFDEAD10PSFDEAD10PSFDEAD SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING) ROOF LOAD: 10 PSFDEADROOFLOAD: 10 PSFDEADROOFLOAD: 10 PSFDEADROOFLOAD: 10 PSF DEAD WIND SPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECOND GUST SEISMIC DESIGN CATEGORY: BSEISMICDESIGN CATEGORY: BSEISMICDESIGNCATEGORY: BSEISMICDESIGNCATEGORY: B PRESUMPTIVE SOIL LOAD BEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000 PSF SOIL GROUP: GROUP1SOILGROUP: GROUP1SOILGROUP: GROUP1SOILGROUP: GROUP 1 15.15.15.15. JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBE SEALED.SEALED.SEALED.SEALED. 16.16.16.16. LLLLOOOOTTTT SSSSHHHHAAAALLLLLLLL BBBBEEEE GGGGRRRRAAAADDDDEEEEDDDD SSSSOOOO AAAASSSS TTTTOOOO DDDDRRRRAAAAIIIINNNN SSSSUUUURRRRFFFFAAAACCCCEEEE WWWWAAAATTTTEEEERRRR AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN....TTTTHHHHEEEE GGGGRRRRAAAADDDDEEEE AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN WWWWAAAALLLLLLLL SSSSHHHHAAAALLLLLLLL FFFFAAAALLLLLLLL AAAA MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN. 17.17.17.17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPER MMMMAAAANNNNUUUUFFFFAAAACCCCTTTTUUUURRRREEEERRRRSSSS SSSSPPPPEEEECCCCIIIIFFFFIIIICCCCAAAATTTTIIIIOOOONNNNSSSS....TTTTHHHHEEEE MMMMIIIINNNNIIIIMMMMUUUUMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG RRRREEEEQQQQUUUUIIIIRRRREEEEMMMMEEEENNNNTTTTSSSS SHALL BE : 4SHALL BE : 4SHALLBE : 4SHALLBE : 4----1/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 7----1/2''@I1/2''@I1/2''@I1/2''@ INNNNTTTTEEEERRRRMMMMEEEEDDDDIIIIAAAATTTTEEEE SSSSUUUUPPPPPPPPOOOORRRRTTTTSSSS.... 18.18.18.18. HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALL BBBBEEEE 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD NOSING.NOSING.NOSING.NOSING. 19.19.19.19. ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALL INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONE DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. RRRREEEEFFFFEEEERRRREEEENNNNCCCCEEEE SSSSEEEECCCCTTTTIIIIOOOONNNNSSSS RRRR333311114444 AAAANNNNDDDD R315 OF THE NYS RESIDENTIALCODER315OFTHENYSRESIDENTIALCODER315OFTHENYSRESIDENTIALCODER315OFTHENYSRESIDENTIALCODE 20.20.20.20. THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER ISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERIS CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED INCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDINCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDINCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDIN TTTTHHHHEEEE CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITY BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOT DIPPEDDIPPEDDIPPEDDIPPED GALVANIZED OR STAINLESS STEELGALVANIZEDORSTAINLESSSTEELGALVANIZEDORSTAINLESSSTEELGALVANIZEDORSTAINLESSSTEEL FFFFAAAASSSSTTTTEEEENNNNEEEERRRRSSSS AAAARRRREEEE RRRREEEEQQQQUUUUIIIIRRRREEEEDDDD.... 21.21.21.21. WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITH SSSSEEEECCCCTTTTIIIIOOOONNNN 333300008888 OOOOFFFF TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEE OOOOFFFF NNNNYYYY SSSSTTTTAAAATTTTEEEE.... 22.22.22.22. WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIR CCCCHHHHAAAANNNNGGGGEEEESSSS PPPPEEEERRRR HHHHOOOOUUUURRRR OOOORRRR LLLLEEEESSSSSSSS AAAASSSS DDDDEEEETTTTEEEERRRRMMMMIIIINNNNEEEEDDDD BBBBYYYY HHHHEEEE BBBBLLLLOOOOWWWWEEEERRRR DDDDOOOOOOOORRRR TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE HOUSEHOUSEHOUSEHOUSE MMMMEEEECCCCHHHHAAAANNNNIIIICCCCAAAALLLL VVVVEEEENNNNTTTTIIIILLLLAAAATTTTIIIIOOOONNNN IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH SSSSEEEECCCCTTTTIIIIOOOONNNN MMMM1111555500005555....4444....3333 OOOOFFFF THE 2020 RESIDENTIAL BUILDING CODE OF NYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATE 23.23.23.23. UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: FOR OPENINGS <3'00'':2FOROPENINGS <3'00'':2FOROPENINGS <3'00'':2FOROPENINGS <3'00'':2----PLY 2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUT 5'0'': 3<5'0'': 3<5'0'': 3<5'0'': 3----PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACK STUDS.STUDS.STUDS.STUDS. 24.24.24.24. CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOOR SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART. 25.25.25.25. WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIO OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1. 26.26.26.26. HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACH RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS. 27.27.27.27. MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWS MMMMOOOORRRREEEE THAN 400CFM.THAN 400CFM.THAN 400CFM.THAN 400CFM. 28.28.28.28. WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIRED LOCATIONS.LOCATIONS.LOCATIONS.LOCATIONS. 29.29.29.29. A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE GARAGE.GARAGE.GARAGE.GARAGE. 30.30.30.30. TTTTHHHHEEEE AAAATTTTTTTTIIIICCCC AAAACCCCCCCCEEEESSSSSSSS HHHHAAAATTTTCCCCHHHHWWWWAAAAYYYY WWWWIIIILLLLLLLL HHHHAAAAVVVVEEEE AAAA IIIINNNNSSSSUUUULLLLAAAATTTTIIIIOOOONNNN VVVVAAAALLLLUUUUEEEE EEEEQQQQUUUUAAAALLLL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEAL AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR. Douglas W. Adams Professional Engineer & Designer Cell (518) 683-6899 74 Rolling Hills Drive Gansevoort, New York 12831 Saratoga Engineering Design, PC email: saratogaengndesign@nycap.rr.com Residential/Commercial Design Plans DRAFT 1/ 1 3 2 0 2 5 2 5 0 0 2 P M C: 1 S E D P R O J E C T S D e n n i s G o s i e r R e v i t 1 2 1 4 2 0 2 4 D e n n i s G o s i e r F i r s t F l o o r A d d i t i o n r v t 3 119 Van Dam Street Saratoga Springs, New York 12866 Dennis & Tiffany Gosier MODIFIED FND.MODIFIED FND.MODIFIED FND.MODIFIED FND. 1st Flr. PLAN& 1st Flr. PLAN& 1st Flr. PLAN& 1st Flr. PLAN 1/4" = 1'-0" 1 MODIFIED FIRST FLOOR PLAN Heated Area Calculations Name Area First Floor Addition 499.00 SF Grand total 499.00 SF 1/4" = 1'-0" 2 MODIFIED FOUNDATION PLAN 1/2" = 1'-0" 3 EGRESS WINDOW DETAIL 1/2" = 1'-0" 4 CONCRETE TO EXISTING STONE PIN DETAIL UP 9" / 12"9" / 12" 9" 1 2 9" 1 2 9" 1 2 3" 1 2 3" / 12"3" / 12" 5" / 12"5" / 12" Demo Existing Covered Porch Roof 12" Overhang 12 O v e r h a n g 12 O v e r h a n g 12" Rake 12 R a k e 12 R a k e 12" Rake 12 O v e r h a n g 12 O v e r h a n g 3" / 12" SLATE ROOF SLATEROOFSLATEROOF SHINGLE ROOF SHINGLE ROOF SLATEROOFSLATEROOF 9" / 12"9" / 12" 9" 1 2 9" 1 2 9" 1 2 3" 1 2 3" / 12"3" / 12" 9" 1 2 12 O v e r h a n g 12 O v e r h a n g 12 R a k e 12 R a k e 12" Rake 12 O v e r h a n g 12 O v e r h a n g 3" / 12" SLATE ROOF SHINGLE ROOF SHINGLE ROOF SLATEROOFSLATEROOF SHINGLE ROOF 12" Rake 2 1/2" / 12"2 1/2" / 12" DRAWING NUMBER PPPPrrrroooouuuuddddllllyyyy DDDDeeeessssiiiiggggnnnneeeedddd &&&& BBBBuuuuiiiilllltttt FFFFoooorrrr:::: ENGINEERING APPROVAL WHEN THIS ITEM IS STAMPED BY A LISCENSED PROFESSIONAL ENGINEER, IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW TITLE VIII ARTICLE 145 SECTION 7209 FOR ANY REASON UNLESS HE IS UNDER THE DIRECTION OF A LISCENSED ENGINEER TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL COMPLY WITH NEW YORK STATE EDUCATION LAWS. PROJECT NOTES:PROJECT NOTES:PROJECT NOTES:PROJECT NOTES: 1. 1. 1. 1. DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING. 2. 2. 2. 2. VVVVEEEERRRRIIIIFFFFYYYY AAAALLLLLLLL DDDDIIIIMMMMEEEENNNNSSSSIIIIOOOONNNNSSSS PPPPRRRRIIIIOOOORRRR TTTTOOOO CCCCOOOONNNNSSSSTTTTRRRRUUUUCCCCTTTTIIIIOOOONNNN.... NNNNOOOOTTTTIIIIFFFFYYYY OOOOWWWWNNNNEEEERRRR OOOOFFFF ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES. 3. 3. 3. 3. OOOOWWWWNNNNEEEERRRR &&&& CCCCOOOONNNNTTTTRRRRAAAACCCCTTTTOOOORRRR SSSSHHHHAAAALLLLLLLL CCCCOOOONNNNSSSSUUUULLLLTTTT AAAAPPPPPPPPLLLLIIIICCCCAAAABBBBLLLLEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEESSSS TTTTOOOO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALL REQUIREMENTS.REQUIREMENTS.REQUIREMENTS.REQUIREMENTS. 4. 4. 4. 4. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020 IIIIEEEECCCCCCCC NNNNYYYY SSSSTTTTAAAATTTTEEEE EEEENNNNEEEERRRRGGGGYYYY CCCCOOOODDDDEEEE AAAANNNNDDDD TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CODE OF NYSTATECODEOFNYSTATECODEOFNYSTATECODEOFNYSTATE 5. 5. 5. 5. AAAALLLLLLLL PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEESSSS,,,, DDDDRRRRAAAAIIIINNNNSSSS,,,, AAAAPPPPPPPPUUUURRRRTTTTEEEENNNNAAAANNNNCCCCEEEESSSS AAAANNNNDDDD AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEESSSS UUUUSSSSEEEEDDDD TTTTOOOO SSSSEEEERRRRVVVVIIIICCCCEEEE OOOORRRR DDDDIIIISSSSCCCCHHHHAAAARRRRGGGGEEEE LLLLIIIIQQQQUUUUIIIIDDDD WWWWAAAASSSSTTTTEEEESSSS OOOORRRR SSSSEEEEWWWWAAAAGGGGEEEE SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE DDDDRRRRAAAAIIIINNNNAAAAGGGGEEEE SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF TTTTHHHHEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG OOOORRRR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NYSTATERESIDENTIALCODEOFNYSTATERESIDENTIALCODEOFNYSTATERESIDENTIALCODEOFNYSTATE 6. 6. 6. 6. EEEEVVVVEEEERRRRYYYY PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEE,,,, DDDDEEEEVVVVIIIICCCCEEEE OOOORRRR AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEE RRRREEEEQQQQUUUUIIIIRRRRIIIINNNNGGGG OOOORRRR UUUUSSSSIIIINNNNGGGG WWWWAAAATTTTEEEERRRR FFFFOOOORRRR IIIITTTTSSSS PPPPRRRROOOOPPPPEEEERRRR OOOOPPPPEEEERRRRAAAATTTTIIIIOOOONNNN SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY OOOORRRR IIIINNNNDDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE WWWWAAAATTTTEEEERRRR SSSSUUUUPPPPPPPPLLLLYYYY IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE. 7. 7. 7. 7. TTTTHHHHEEEE PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE PPPPRRRROOOOVVVVIIIIDDDDEEEEDDDD WWWWIIIITTTTHHHH AAAA SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF VVVVEEEENNNNTTTT PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSO THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBE SSSSUUUUBBBBJJJJEEEECCCCTTTTEEEEDDDD TTTTOOOO PPPPRRRREEEESSSSSSSSUUUURRRREEEE DDDDIIIIFFFFFFFFEEEERRRREEEENNNNTTTTIIIIAAAALLLL OOOORRRR MMMMOOOORRRREEEE TTTTHHHHAAAANNNN 1111 IIIINNNNCCCCHHHH OOOOFFFF WWWWAAAATTTTEEEERRRR CCCCOOOOLLLLUUUUMMMMNNNN.... IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL CCCCOOOODDDDEEEE OOOOFFFF NY STATE.NY STATE.NY STATE.NY STATE. 8. 8. 8. 8. AAAALLLLLLLL EEEELLLLEEEECCCCTTTTRRRRIIIICCCCAAAALLLL SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE IIIINNNNSSSSTTTTAAAALLLLLLLLEEEEDDDD IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE. 9. 9. 9. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FOR CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP. 10. 10. 10. 10. ALL REINFORCING STEEL SHALL CONFORM WITH ASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTM A----666611115555 GGGGRRRRAAAADDDDEEEE 66660000.... 11. 11. 11. 11. NOTIFY THE ENGINEER IF ANY FILL ORNONNOTIFYTHEENGINEERIFANYFILLORNONNOTIFYTHEENGINEERIFANYFILLORNONNOTIFYTHEENGINEERIFANYFILLORNON----NATIVE ORWELLNATIVEORWELLNATIVEORWELLNATIVEORWELL----DDDDRRRRAAAAIIIINNNNEEEEDDDD MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS. 12. 12. 12. 12. BBBBAAAACCCCKKKK FFFFIIIILLLLLLLL EEEEXXXXCCCCAAAAVVVVAAAATTTTIIIIOOOONNNNSSSS AAAASSSS SSSSOOOOOOOONNNN AAAASSSS PPPPOOOOSSSSSSSSIIIIBBBBLLLLEEEE.... CCCCOOOOMMMMPPPPAAAACCCCTTTT CCCCLLLLEEEEAAAANNNN SSSSOOOOIIIILLLL TTTTOOOO NNNNOOOOTTTT LLLLEEEESSSSSSSS TTTTHHHHAAAANNNN 99995555%%%% OOOOFFFF MMMMAAAAXXXXIIIIMMMMUUUUMMMM DDDDEEEENNNNSSSSIIIITTTTYYYY AAAATTTT OOOOPPPPTTTTIIIIMMMMUUUUMMMM MMMMOOOOIIIISSSSTTTTUUUURRRREEEE CONTENT.CONTENT.CONTENT.CONTENT. 13. 13. 13. 13. BBBBEEEEGGGGIIIINNNNIIIINNNNGGGG IIIIMMMMMMMMEEEEDDDDIIIIAAAATTTTLLLLYYYY AAAAFFFFTTTTEEEERRRR PPPPLLLLAAAACCCCEEEEMMMMEEEENNNNTTTT,,,, PPPPRRRROOOOTTTTEEEECCCCTTTT CCCCOOOONNNNCCCCRRRREEEETTTTEEEE FFFFRRRROOOOMMMM PPPPRRRREEEEMMMMAAAATTTTUUUURRRREEEE DDDDRRRRYYYYIIIINNNNGGGG,,,, EEEEXXXXCCCCEEEESSSSSSSSIIIIVVVVEEEELLLLYYYY HHHHOOOOTTTT AAAANNNNDDDD CCCCOOOOLLLLDDDD TTTTEEEEMMMMPPPPEEEERRRRAAAATTTTUUUURRRREEEESSSS AAAANNNNDDDD MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES. 14. 14. 14. 14. DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:DESIGN LOADS: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 40 PSFLIVE40PSFLIVE40PSFLIVE40PSFLIVE 10 PSFDEAD10PSFDEAD10PSFDEAD10PSFDEAD 2ND FLOOR: 30 PSFLIVE2NDFLOOR: 30 PSFLIVE2NDFLOOR: 30 PSFLIVE2NDFLOOR: 30 PSF LIVE 10 PSFDEAD10PSFDEAD10PSFDEAD10PSFDEAD SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING) ROOF LOAD: 10 PSFDEADROOFLOAD: 10 PSFDEADROOFLOAD: 10 PSFDEADROOFLOAD: 10 PSF DEAD WIND SPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECOND GUST SEISMIC DESIGN CATEGORY: BSEISMICDESIGN CATEGORY: BSEISMICDESIGNCATEGORY: BSEISMICDESIGNCATEGORY: B PRESUMPTIVE SOIL LOAD BEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000 PSF SOIL GROUP: GROUP1SOILGROUP: GROUP1SOILGROUP: GROUP1SOILGROUP: GROUP 1 15.15.15.15. JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBE SEALED.SEALED.SEALED.SEALED. 16.16.16.16. LLLLOOOOTTTT SSSSHHHHAAAALLLLLLLL BBBBEEEE GGGGRRRRAAAADDDDEEEEDDDD SSSSOOOO AAAASSSS TTTTOOOO DDDDRRRRAAAAIIIINNNN SSSSUUUURRRRFFFFAAAACCCCEEEE WWWWAAAATTTTEEEERRRR AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN....TTTTHHHHEEEE GGGGRRRRAAAADDDDEEEE AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN WWWWAAAALLLLLLLL SSSSHHHHAAAALLLLLLLL FFFFAAAALLLLLLLL AAAA MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN. 17.17.17.17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPER MMMMAAAANNNNUUUUFFFFAAAACCCCTTTTUUUURRRREEEERRRRSSSS SSSSPPPPEEEECCCCIIIIFFFFIIIICCCCAAAATTTTIIIIOOOONNNNSSSS....TTTTHHHHEEEE MMMMIIIINNNNIIIIMMMMUUUUMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG RRRREEEEQQQQUUUUIIIIRRRREEEEMMMMEEEENNNNTTTTSSSS SHALL BE : 4SHALL BE : 4SHALLBE : 4SHALLBE : 4----1/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 7----1/2''@I1/2''@I1/2''@I1/2''@ INNNNTTTTEEEERRRRMMMMEEEEDDDDIIIIAAAATTTTEEEE SSSSUUUUPPPPPPPPOOOORRRRTTTTSSSS.... 18.18.18.18. HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALL BBBBEEEE 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD NOSING.NOSING.NOSING.NOSING. 19.19.19.19. ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALL INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONE DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. RRRREEEEFFFFEEEERRRREEEENNNNCCCCEEEE SSSSEEEECCCCTTTTIIIIOOOONNNNSSSS RRRR333311114444 AAAANNNNDDDD R315 OF THE NYS RESIDENTIALCODER315OFTHENYSRESIDENTIALCODER315OFTHENYSRESIDENTIALCODER315OFTHENYSRESIDENTIALCODE 20.20.20.20. THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER ISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERIS CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED INCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDINCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDINCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDIN TTTTHHHHEEEE CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITY BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOT DIPPEDDIPPEDDIPPEDDIPPED GALVANIZED OR STAINLESS STEELGALVANIZEDORSTAINLESSSTEELGALVANIZEDORSTAINLESSSTEELGALVANIZEDORSTAINLESSSTEEL FFFFAAAASSSSTTTTEEEENNNNEEEERRRRSSSS AAAARRRREEEE RRRREEEEQQQQUUUUIIIIRRRREEEEDDDD.... 21.21.21.21. WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITH SSSSEEEECCCCTTTTIIIIOOOONNNN 333300008888 OOOOFFFF TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEE OOOOFFFF NNNNYYYY SSSSTTTTAAAATTTTEEEE.... 22.22.22.22. WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIR CCCCHHHHAAAANNNNGGGGEEEESSSS PPPPEEEERRRR HHHHOOOOUUUURRRR OOOORRRR LLLLEEEESSSSSSSS AAAASSSS DDDDEEEETTTTEEEERRRRMMMMIIIINNNNEEEEDDDD BBBBYYYY HHHHEEEE BBBBLLLLOOOOWWWWEEEERRRR DDDDOOOOOOOORRRR TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE HOUSEHOUSEHOUSEHOUSE MMMMEEEECCCCHHHHAAAANNNNIIIICCCCAAAALLLL VVVVEEEENNNNTTTTIIIILLLLAAAATTTTIIIIOOOONNNN IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH SSSSEEEECCCCTTTTIIIIOOOONNNN MMMM1111555500005555....4444....3333 OOOOFFFF THE 2020 RESIDENTIAL BUILDING CODE OF NYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATE 23.23.23.23. UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: FOR OPENINGS <3'00'':2FOROPENINGS <3'00'':2FOROPENINGS <3'00'':2FOROPENINGS <3'00'':2----PLY 2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUT 5'0'': 3<5'0'': 3<5'0'': 3<5'0'': 3----PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACK STUDS.STUDS.STUDS.STUDS. 24.24.24.24. CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOOR SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART. 25.25.25.25. WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIO OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1. 26.26.26.26. HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACH RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS. 27.27.27.27. MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWS MMMMOOOORRRREEEE THAN 400CFM.THAN 400CFM.THAN 400CFM.THAN 400CFM. 28.28.28.28. WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIRED LOCATIONS.LOCATIONS.LOCATIONS.LOCATIONS. 29.29.29.29. A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE GARAGE.GARAGE.GARAGE.GARAGE. 30.30.30.30. TTTTHHHHEEEE AAAATTTTTTTTIIIICCCC AAAACCCCCCCCEEEESSSSSSSS HHHHAAAATTTTCCCCHHHHWWWWAAAAYYYY WWWWIIIILLLLLLLL HHHHAAAAVVVVEEEE AAAA IIIINNNNSSSSUUUULLLLAAAATTTTIIIIOOOONNNN VVVVAAAALLLLUUUUEEEE EEEEQQQQUUUUAAAALLLL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEAL AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR. Douglas W. Adams Professional Engineer & Designer Cell (518) 683-6899 74 Rolling Hills Drive Gansevoort, New York 12831 Saratoga Engineering Design, PC email: saratogaengndesign@nycap.rr.com Residential/Commercial Design Plans DRAFT 1/ 1 3 2 0 2 5 2 5 0 0 3 P M C: 1 S E D P R O J E C T S D e n n i s G o s i e r R e v i t 1 2 1 4 2 0 2 4 D e n n i s G o s i e r F i r s t F l o o r A d d i t i o n r v t 4 119 Van Dam Street Saratoga Springs, New York 12866 Dennis & Tiffany Gosier EXISTING &EXISTING &EXISTING &EXISTING & MODIFIEDROOFMODIFIEDROOFMODIFIEDROOFMODIFIEDROOF PLANPLANPLANPLAN 1/4" = 1'-0" 1 EXISTING ROOF PLAN 1/4" = 1'-0" 2 MODIFIED ROOF PLAN WINDOW SCHEDULE Room Name Model Family and Type Rough Width Rough Height Visible Light Vent Area Egress Opening Clr Opn'g Width Clr Opn'g Ht. U-Value Count New Foundation 4040 4040 Basement Egress Window: 4040 4' - 0 1/2" 4' - 0 1/2" 12.69 SF 6.85 SF 6.85 SF 3' - 9 3/8" 3' - 9 3/4" .29 2 varies> DHG2430 - DH Anderson E Series Double Hung: DHG2430 - DH 2' - 4 1/2" 3' - 0 1/2" 3.78 SF 1.93 SF 1.93 SF 1' - 11 11/16" 0' - 11 3/4" .3 4 First Floor Addition DHG3251 - DH Anderson E Series Double Hung: DHG3251 - DH 3' - 2 1/2" 5' - 1 1/2" 10.96 SF 5.67 SF 5.70 SF 2' - 9 11/16" 2' - 0 1/4" .3 4 NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENT CALCULATION SHEET Room Name Room Area Required Light Visible Light Required Vent Vent Area Egress Opening Model Description First Floor Addition 359.39 SF 28.75 SF 3.78 SF 14.38 SF 1.93 SF 1.93 SF DHG2430 - DH Aluminum Clad E-Series Double-Hung Window First Floor Addition 0.00 SF 0.00 SF 10.96 SF 0.00 SF 5.67 SF 5.70 SF DHG3251 - DH Aluminum Clad E-Series Double-Hung Window First Floor Addition 0.00 SF 0.00 SF 10.96 SF 0.00 SF 5.67 SF 5.70 SF DHG3251 - DH Aluminum Clad E-Series Double-Hung Window First Floor Addition 0.00 SF 0.00 SF 10.96 SF 0.00 SF 16.11 SF 16.11 SF HPI3068 Anderson E-Series Glass Door Aluminum Clad First Floor Addition 0.00 SF 0.00 SF 3.78 SF 0.00 SF 1.93 SF 1.93 SF DHG2430 - DH Aluminum Clad E-Series Double-Hung Window First Floor Addition 0.00 SF 0.00 SF 3.78 SF 0.00 SF 1.93 SF 1.93 SF DHG2430 - DH Aluminum Clad E-Series Double-Hung Window First Floor Addition 0.00 SF 0.00 SF 10.96 SF 0.00 SF 5.67 SF 5.70 SF DHG3251 - DH Aluminum Clad E-Series Double-Hung Window First Floor Addition 0.00 SF 0.00 SF 10.96 SF 0.00 SF 5.67 SF 5.70 SF DHG3251 - DH Aluminum Clad E-Series Double-Hung Window First Floor Addition 28.75 SF 66.14 SF 14.38 SF 44.58 SF Mudroom 44.92 SF 3.59 SF 10.96 SF 1.80 SF 16.11 SF 16.11 SF HPI3068 Anderson E-Series Glass Door Aluminum Clad Mudroom 0.00 SF 0.00 SF 3.78 SF 0.00 SF 1.93 SF 1.93 SF DHG2430 - DH Aluminum Clad E-Series Double-Hung Window Mudroom 3.59 SF 14.74 SF 1.80 SF 18.04 SF New Foundation 421.89 SF 33.75 SF 12.69 SF 16.88 SF 6.85 SF 6.85 SF 4040 4040 Egress Window New Foundation 0.00 SF 0.00 SF 12.69 SF 0.00 SF 6.85 SF 6.85 SF 4040 4040 Egress Window New Foundation 33.75 SF 25.38 SF 16.88 SF 13.70 SF 11 1 0 R e f DRAWING NUMBER PPPPrrrroooouuuuddddllllyyyy DDDDeeeessssiiiiggggnnnneeeedddd &&&& BBBBuuuuiiiilllltttt FFFFoooorrrr:::: ENGINEERING APPROVAL WHEN THIS ITEM IS STAMPED BY A LISCENSED PROFESSIONAL ENGINEER, IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW TITLE VIII ARTICLE 145 SECTION 7209 FOR ANY REASON UNLESS HE IS UNDER THE DIRECTION OF A LISCENSED ENGINEER TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL COMPLY WITH NEW YORK STATE EDUCATION LAWS. PROJECT NOTES:PROJECT NOTES:PROJECT NOTES:PROJECT NOTES: 1. 1. 1. 1. DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING. 2. 2. 2. 2. VVVVEEEERRRRIIIIFFFFYYYY AAAALLLLLLLL DDDDIIIIMMMMEEEENNNNSSSSIIIIOOOONNNNSSSS PPPPRRRRIIIIOOOORRRR TTTTOOOO CCCCOOOONNNNSSSSTTTTRRRRUUUUCCCCTTTTIIIIOOOONNNN.... NNNNOOOOTTTTIIIIFFFFYYYY OOOOWWWWNNNNEEEERRRR OOOOFFFF ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES. 3. 3. 3. 3. OOOOWWWWNNNNEEEERRRR &&&& CCCCOOOONNNNTTTTRRRRAAAACCCCTTTTOOOORRRR SSSSHHHHAAAALLLLLLLL CCCCOOOONNNNSSSSUUUULLLLTTTT AAAAPPPPPPPPLLLLIIIICCCCAAAABBBBLLLLEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEESSSS TTTTOOOO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALL REQUIREMENTS.REQUIREMENTS.REQUIREMENTS.REQUIREMENTS. 4. 4. 4. 4. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020 IIIIEEEECCCCCCCC NNNNYYYY SSSSTTTTAAAATTTTEEEE EEEENNNNEEEERRRRGGGGYYYY CCCCOOOODDDDEEEE AAAANNNNDDDD TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CODE OF NYSTATECODEOFNYSTATECODEOFNYSTATECODEOFNYSTATE 5. 5. 5. 5. AAAALLLLLLLL PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEESSSS,,,, DDDDRRRRAAAAIIIINNNNSSSS,,,, AAAAPPPPPPPPUUUURRRRTTTTEEEENNNNAAAANNNNCCCCEEEESSSS AAAANNNNDDDD AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEESSSS UUUUSSSSEEEEDDDD TTTTOOOO SSSSEEEERRRRVVVVIIIICCCCEEEE OOOORRRR DDDDIIIISSSSCCCCHHHHAAAARRRRGGGGEEEE LLLLIIIIQQQQUUUUIIIIDDDD WWWWAAAASSSSTTTTEEEESSSS OOOORRRR SSSSEEEEWWWWAAAAGGGGEEEE SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE DDDDRRRRAAAAIIIINNNNAAAAGGGGEEEE SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF TTTTHHHHEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG OOOORRRR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NYSTATERESIDENTIALCODEOFNYSTATERESIDENTIALCODEOFNYSTATERESIDENTIALCODEOFNYSTATE 6. 6. 6. 6. EEEEVVVVEEEERRRRYYYY PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEE,,,, DDDDEEEEVVVVIIIICCCCEEEE OOOORRRR AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEE RRRREEEEQQQQUUUUIIIIRRRRIIIINNNNGGGG OOOORRRR UUUUSSSSIIIINNNNGGGG WWWWAAAATTTTEEEERRRR FFFFOOOORRRR IIIITTTTSSSS PPPPRRRROOOOPPPPEEEERRRR OOOOPPPPEEEERRRRAAAATTTTIIIIOOOONNNN SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY OOOORRRR IIIINNNNDDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE WWWWAAAATTTTEEEERRRR SSSSUUUUPPPPPPPPLLLLYYYY IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE. 7. 7. 7. 7. TTTTHHHHEEEE PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE PPPPRRRROOOOVVVVIIIIDDDDEEEEDDDD WWWWIIIITTTTHHHH AAAA SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF VVVVEEEENNNNTTTT PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSO THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBE SSSSUUUUBBBBJJJJEEEECCCCTTTTEEEEDDDD TTTTOOOO PPPPRRRREEEESSSSSSSSUUUURRRREEEE DDDDIIIIFFFFFFFFEEEERRRREEEENNNNTTTTIIIIAAAALLLL OOOORRRR MMMMOOOORRRREEEE TTTTHHHHAAAANNNN 1111 IIIINNNNCCCCHHHH OOOOFFFF WWWWAAAATTTTEEEERRRR CCCCOOOOLLLLUUUUMMMMNNNN.... IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL CCCCOOOODDDDEEEE OOOOFFFF NY STATE.NY STATE.NY STATE.NY STATE. 8. 8. 8. 8. AAAALLLLLLLL EEEELLLLEEEECCCCTTTTRRRRIIIICCCCAAAALLLL SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE IIIINNNNSSSSTTTTAAAALLLLLLLLEEEEDDDD IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE. 9. 9. 9. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FOR CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP. 10. 10. 10. 10. ALL REINFORCING STEEL SHALL CONFORM WITH ASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTM A----666611115555 GGGGRRRRAAAADDDDEEEE 66660000.... 11. 11. 11. 11. NOTIFY THE ENGINEER IF ANY FILL ORNONNOTIFYTHEENGINEERIFANYFILLORNONNOTIFYTHEENGINEERIFANYFILLORNONNOTIFYTHEENGINEERIFANYFILLORNON----NATIVE ORWELLNATIVEORWELLNATIVEORWELLNATIVEORWELL----DDDDRRRRAAAAIIIINNNNEEEEDDDD MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS. 12. 12. 12. 12. BBBBAAAACCCCKKKK FFFFIIIILLLLLLLL EEEEXXXXCCCCAAAAVVVVAAAATTTTIIIIOOOONNNNSSSS AAAASSSS SSSSOOOOOOOONNNN AAAASSSS PPPPOOOOSSSSSSSSIIIIBBBBLLLLEEEE.... CCCCOOOOMMMMPPPPAAAACCCCTTTT CCCCLLLLEEEEAAAANNNN SSSSOOOOIIIILLLL TTTTOOOO NNNNOOOOTTTT LLLLEEEESSSSSSSS TTTTHHHHAAAANNNN 99995555%%%% OOOOFFFF MMMMAAAAXXXXIIIIMMMMUUUUMMMM DDDDEEEENNNNSSSSIIIITTTTYYYY AAAATTTT OOOOPPPPTTTTIIIIMMMMUUUUMMMM MMMMOOOOIIIISSSSTTTTUUUURRRREEEE CONTENT.CONTENT.CONTENT.CONTENT. 13. 13. 13. 13. BBBBEEEEGGGGIIIINNNNIIIINNNNGGGG IIIIMMMMMMMMEEEEDDDDIIIIAAAATTTTLLLLYYYY AAAAFFFFTTTTEEEERRRR PPPPLLLLAAAACCCCEEEEMMMMEEEENNNNTTTT,,,, PPPPRRRROOOOTTTTEEEECCCCTTTT CCCCOOOONNNNCCCCRRRREEEETTTTEEEE FFFFRRRROOOOMMMM PPPPRRRREEEEMMMMAAAATTTTUUUURRRREEEE DDDDRRRRYYYYIIIINNNNGGGG,,,, EEEEXXXXCCCCEEEESSSSSSSSIIIIVVVVEEEELLLLYYYY HHHHOOOOTTTT AAAANNNNDDDD CCCCOOOOLLLLDDDD TTTTEEEEMMMMPPPPEEEERRRRAAAATTTTUUUURRRREEEESSSS AAAANNNNDDDD MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES. 14. 14. 14. 14. DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:DESIGN LOADS: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 40 PSFLIVE40PSFLIVE40PSFLIVE40PSFLIVE 10 PSFDEAD10PSFDEAD10PSFDEAD10PSFDEAD 2ND FLOOR: 30 PSFLIVE2NDFLOOR: 30 PSFLIVE2NDFLOOR: 30 PSFLIVE2NDFLOOR: 30 PSF LIVE 10 PSFDEAD10PSFDEAD10PSFDEAD10PSFDEAD SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING) ROOF LOAD: 10 PSFDEADROOFLOAD: 10 PSFDEADROOFLOAD: 10 PSFDEADROOFLOAD: 10 PSF DEAD WIND SPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECOND GUST SEISMIC DESIGN CATEGORY: BSEISMICDESIGN CATEGORY: BSEISMICDESIGNCATEGORY: BSEISMICDESIGNCATEGORY: B PRESUMPTIVE SOIL LOAD BEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000 PSF SOIL GROUP: GROUP1SOILGROUP: GROUP1SOILGROUP: GROUP1SOILGROUP: GROUP 1 15.15.15.15. JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBE SEALED.SEALED.SEALED.SEALED. 16.16.16.16. LLLLOOOOTTTT SSSSHHHHAAAALLLLLLLL BBBBEEEE GGGGRRRRAAAADDDDEEEEDDDD SSSSOOOO AAAASSSS TTTTOOOO DDDDRRRRAAAAIIIINNNN SSSSUUUURRRRFFFFAAAACCCCEEEE WWWWAAAATTTTEEEERRRR AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN....TTTTHHHHEEEE GGGGRRRRAAAADDDDEEEE AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN WWWWAAAALLLLLLLL SSSSHHHHAAAALLLLLLLL FFFFAAAALLLLLLLL AAAA MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN. 17.17.17.17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPER MMMMAAAANNNNUUUUFFFFAAAACCCCTTTTUUUURRRREEEERRRRSSSS SSSSPPPPEEEECCCCIIIIFFFFIIIICCCCAAAATTTTIIIIOOOONNNNSSSS....TTTTHHHHEEEE MMMMIIIINNNNIIIIMMMMUUUUMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG RRRREEEEQQQQUUUUIIIIRRRREEEEMMMMEEEENNNNTTTTSSSS SHALL BE : 4SHALL BE : 4SHALLBE : 4SHALLBE : 4----1/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 7----1/2''@I1/2''@I1/2''@I1/2''@ INNNNTTTTEEEERRRRMMMMEEEEDDDDIIIIAAAATTTTEEEE SSSSUUUUPPPPPPPPOOOORRRRTTTTSSSS.... 18.18.18.18. HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALL BBBBEEEE 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD NOSING.NOSING.NOSING.NOSING. 19.19.19.19. ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALL INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONE DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. RRRREEEEFFFFEEEERRRREEEENNNNCCCCEEEE SSSSEEEECCCCTTTTIIIIOOOONNNNSSSS RRRR333311114444 AAAANNNNDDDD R315 OF THE NYS RESIDENTIALCODER315OFTHENYSRESIDENTIALCODER315OFTHENYSRESIDENTIALCODER315OFTHENYSRESIDENTIALCODE 20.20.20.20. THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER ISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERIS CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED INCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDINCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDINCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDIN TTTTHHHHEEEE CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITY BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOT DIPPEDDIPPEDDIPPEDDIPPED GALVANIZED OR STAINLESS STEELGALVANIZEDORSTAINLESSSTEELGALVANIZEDORSTAINLESSSTEELGALVANIZEDORSTAINLESSSTEEL FFFFAAAASSSSTTTTEEEENNNNEEEERRRRSSSS AAAARRRREEEE RRRREEEEQQQQUUUUIIIIRRRREEEEDDDD.... 21.21.21.21. WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITH SSSSEEEECCCCTTTTIIIIOOOONNNN 333300008888 OOOOFFFF TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEE OOOOFFFF NNNNYYYY SSSSTTTTAAAATTTTEEEE.... 22.22.22.22. WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIR CCCCHHHHAAAANNNNGGGGEEEESSSS PPPPEEEERRRR HHHHOOOOUUUURRRR OOOORRRR LLLLEEEESSSSSSSS AAAASSSS DDDDEEEETTTTEEEERRRRMMMMIIIINNNNEEEEDDDD BBBBYYYY HHHHEEEE BBBBLLLLOOOOWWWWEEEERRRR DDDDOOOOOOOORRRR TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE HOUSEHOUSEHOUSEHOUSE MMMMEEEECCCCHHHHAAAANNNNIIIICCCCAAAALLLL VVVVEEEENNNNTTTTIIIILLLLAAAATTTTIIIIOOOONNNN IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH SSSSEEEECCCCTTTTIIIIOOOONNNN MMMM1111555500005555....4444....3333 OOOOFFFF THE 2020 RESIDENTIAL BUILDING CODE OF NYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATE 23.23.23.23. UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: FOR OPENINGS <3'00'':2FOROPENINGS <3'00'':2FOROPENINGS <3'00'':2FOROPENINGS <3'00'':2----PLY 2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUT 5'0'': 3<5'0'': 3<5'0'': 3<5'0'': 3----PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACK STUDS.STUDS.STUDS.STUDS. 24.24.24.24. CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOOR SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART. 25.25.25.25. WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIO OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1. 26.26.26.26. HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACH RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS. 27.27.27.27. MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWS MMMMOOOORRRREEEE THAN 400CFM.THAN 400CFM.THAN 400CFM.THAN 400CFM. 28.28.28.28. WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIRED LOCATIONS.LOCATIONS.LOCATIONS.LOCATIONS. 29.29.29.29. A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE GARAGE.GARAGE.GARAGE.GARAGE. 30.30.30.30. TTTTHHHHEEEE AAAATTTTTTTTIIIICCCC AAAACCCCCCCCEEEESSSSSSSS HHHHAAAATTTTCCCCHHHHWWWWAAAAYYYY WWWWIIIILLLLLLLL HHHHAAAAVVVVEEEE AAAA IIIINNNNSSSSUUUULLLLAAAATTTTIIIIOOOONNNN VVVVAAAALLLLUUUUEEEE EEEEQQQQUUUUAAAALLLL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEAL AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR. Douglas W. Adams Professional Engineer & Designer Cell (518) 683-6899 74 Rolling Hills Drive Gansevoort, New York 12831 Saratoga Engineering Design, PC email: saratogaengndesign@nycap.rr.com Residential/Commercial Design Plans DRAFT 1/ 1 3 2 0 2 5 2 5 0 0 9 P M C: 1 S E D P R O J E C T S D e n n i s G o s i e r R e v i t 1 2 1 4 2 0 2 4 D e n n i s G o s i e r F i r s t F l o o r A d d i t i o n r v t 5 119 Van Dam Street Saratoga Springs, New York 12866 Dennis & Tiffany Gosier EXISTINGEXISTINGEXISTINGEXISTING ELEVATIONELEVATIONELEVATIONELEVATION VIEWSVIEWSVIEWSVIEWS 1/4" = 1'-0" 1 EXISTING REAR ELEVATION 1/4" = 1'-0" 2 EXISTING RIGHT SIDE ELEVATION 1/4" = 1'-0" 3 EXISTING FRONT ELEVATION 1/4" = 1'-0" 4 EXISTING LEFT SIDE ELEVATION James Hardie Board Plank Siding w/ 8" Exposure. Typ. James Hardie 1x4 Trim Boards Typ. James Hardie 1x4 Trim Typ. James Hardie 1x4 Freeze Board Typ. NOTE: Existing Second Floor Window Ht. to be Verified Such That New Roof Truss Will Not Impede on Existing Second Floor Windows 11 1 0 R e f Aluminum Gutters & Downspouts Typ. Each Side of New Addition DRAWING NUMBER PPPPrrrroooouuuuddddllllyyyy DDDDeeeessssiiiiggggnnnneeeedddd &&&& BBBBuuuuiiiilllltttt FFFFoooorrrr:::: ENGINEERING APPROVAL WHEN THIS ITEM IS STAMPED BY A LISCENSED PROFESSIONAL ENGINEER, IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW TITLE VIII ARTICLE 145 SECTION 7209 FOR ANY REASON UNLESS HE IS UNDER THE DIRECTION OF A LISCENSED ENGINEER TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL COMPLY WITH NEW YORK STATE EDUCATION LAWS. PROJECT NOTES:PROJECT NOTES:PROJECT NOTES:PROJECT NOTES: 1. 1. 1. 1. DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING. 2. 2. 2. 2. VVVVEEEERRRRIIIIFFFFYYYY AAAALLLLLLLL DDDDIIIIMMMMEEEENNNNSSSSIIIIOOOONNNNSSSS PPPPRRRRIIIIOOOORRRR TTTTOOOO CCCCOOOONNNNSSSSTTTTRRRRUUUUCCCCTTTTIIIIOOOONNNN.... NNNNOOOOTTTTIIIIFFFFYYYY OOOOWWWWNNNNEEEERRRR OOOOFFFF ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES. 3. 3. 3. 3. OOOOWWWWNNNNEEEERRRR &&&& CCCCOOOONNNNTTTTRRRRAAAACCCCTTTTOOOORRRR SSSSHHHHAAAALLLLLLLL CCCCOOOONNNNSSSSUUUULLLLTTTT AAAAPPPPPPPPLLLLIIIICCCCAAAABBBBLLLLEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEESSSS TTTTOOOO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALL REQUIREMENTS.REQUIREMENTS.REQUIREMENTS.REQUIREMENTS. 4. 4. 4. 4. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020 IIIIEEEECCCCCCCC NNNNYYYY SSSSTTTTAAAATTTTEEEE EEEENNNNEEEERRRRGGGGYYYY CCCCOOOODDDDEEEE AAAANNNNDDDD TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CODE OF NYSTATECODEOFNYSTATECODEOFNYSTATECODEOFNYSTATE 5. 5. 5. 5. AAAALLLLLLLL PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEESSSS,,,, DDDDRRRRAAAAIIIINNNNSSSS,,,, AAAAPPPPPPPPUUUURRRRTTTTEEEENNNNAAAANNNNCCCCEEEESSSS AAAANNNNDDDD AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEESSSS UUUUSSSSEEEEDDDD TTTTOOOO SSSSEEEERRRRVVVVIIIICCCCEEEE OOOORRRR DDDDIIIISSSSCCCCHHHHAAAARRRRGGGGEEEE LLLLIIIIQQQQUUUUIIIIDDDD WWWWAAAASSSSTTTTEEEESSSS OOOORRRR SSSSEEEEWWWWAAAAGGGGEEEE SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE DDDDRRRRAAAAIIIINNNNAAAAGGGGEEEE SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF TTTTHHHHEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG OOOORRRR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NYSTATERESIDENTIALCODEOFNYSTATERESIDENTIALCODEOFNYSTATERESIDENTIALCODEOFNYSTATE 6. 6. 6. 6. EEEEVVVVEEEERRRRYYYY PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEE,,,, DDDDEEEEVVVVIIIICCCCEEEE OOOORRRR AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEE RRRREEEEQQQQUUUUIIIIRRRRIIIINNNNGGGG OOOORRRR UUUUSSSSIIIINNNNGGGG WWWWAAAATTTTEEEERRRR FFFFOOOORRRR IIIITTTTSSSS PPPPRRRROOOOPPPPEEEERRRR OOOOPPPPEEEERRRRAAAATTTTIIIIOOOONNNN SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY OOOORRRR IIIINNNNDDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE WWWWAAAATTTTEEEERRRR SSSSUUUUPPPPPPPPLLLLYYYY IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE. 7. 7. 7. 7. TTTTHHHHEEEE PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE PPPPRRRROOOOVVVVIIIIDDDDEEEEDDDD WWWWIIIITTTTHHHH AAAA SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF VVVVEEEENNNNTTTT PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSO THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBE SSSSUUUUBBBBJJJJEEEECCCCTTTTEEEEDDDD TTTTOOOO PPPPRRRREEEESSSSSSSSUUUURRRREEEE DDDDIIIIFFFFFFFFEEEERRRREEEENNNNTTTTIIIIAAAALLLL OOOORRRR MMMMOOOORRRREEEE TTTTHHHHAAAANNNN 1111 IIIINNNNCCCCHHHH OOOOFFFF WWWWAAAATTTTEEEERRRR CCCCOOOOLLLLUUUUMMMMNNNN.... IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL CCCCOOOODDDDEEEE OOOOFFFF NY STATE.NY STATE.NY STATE.NY STATE. 8. 8. 8. 8. AAAALLLLLLLL EEEELLLLEEEECCCCTTTTRRRRIIIICCCCAAAALLLL SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE IIIINNNNSSSSTTTTAAAALLLLLLLLEEEEDDDD IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE. 9. 9. 9. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FOR CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP. 10. 10. 10. 10. ALL REINFORCING STEEL SHALL CONFORM WITH ASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTM A----666611115555 GGGGRRRRAAAADDDDEEEE 66660000.... 11. 11. 11. 11. NOTIFY THE ENGINEER IF ANY FILL ORNONNOTIFYTHEENGINEERIFANYFILLORNONNOTIFYTHEENGINEERIFANYFILLORNONNOTIFYTHEENGINEERIFANYFILLORNON----NATIVE ORWELLNATIVEORWELLNATIVEORWELLNATIVEORWELL----DDDDRRRRAAAAIIIINNNNEEEEDDDD MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS. 12. 12. 12. 12. BBBBAAAACCCCKKKK FFFFIIIILLLLLLLL EEEEXXXXCCCCAAAAVVVVAAAATTTTIIIIOOOONNNNSSSS AAAASSSS SSSSOOOOOOOONNNN AAAASSSS PPPPOOOOSSSSSSSSIIIIBBBBLLLLEEEE.... CCCCOOOOMMMMPPPPAAAACCCCTTTT CCCCLLLLEEEEAAAANNNN SSSSOOOOIIIILLLL TTTTOOOO NNNNOOOOTTTT LLLLEEEESSSSSSSS TTTTHHHHAAAANNNN 99995555%%%% OOOOFFFF MMMMAAAAXXXXIIIIMMMMUUUUMMMM DDDDEEEENNNNSSSSIIIITTTTYYYY AAAATTTT OOOOPPPPTTTTIIIIMMMMUUUUMMMM MMMMOOOOIIIISSSSTTTTUUUURRRREEEE CONTENT.CONTENT.CONTENT.CONTENT. 13. 13. 13. 13. BBBBEEEEGGGGIIIINNNNIIIINNNNGGGG IIIIMMMMMMMMEEEEDDDDIIIIAAAATTTTLLLLYYYY AAAAFFFFTTTTEEEERRRR PPPPLLLLAAAACCCCEEEEMMMMEEEENNNNTTTT,,,, PPPPRRRROOOOTTTTEEEECCCCTTTT CCCCOOOONNNNCCCCRRRREEEETTTTEEEE FFFFRRRROOOOMMMM PPPPRRRREEEEMMMMAAAATTTTUUUURRRREEEE DDDDRRRRYYYYIIIINNNNGGGG,,,, EEEEXXXXCCCCEEEESSSSSSSSIIIIVVVVEEEELLLLYYYY HHHHOOOOTTTT AAAANNNNDDDD CCCCOOOOLLLLDDDD TTTTEEEEMMMMPPPPEEEERRRRAAAATTTTUUUURRRREEEESSSS AAAANNNNDDDD MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES. 14. 14. 14. 14. DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:DESIGN LOADS: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 40 PSFLIVE40PSFLIVE40PSFLIVE40PSFLIVE 10 PSFDEAD10PSFDEAD10PSFDEAD10PSFDEAD 2ND FLOOR: 30 PSFLIVE2NDFLOOR: 30 PSFLIVE2NDFLOOR: 30 PSFLIVE2NDFLOOR: 30 PSF LIVE 10 PSFDEAD10PSFDEAD10PSFDEAD10PSFDEAD SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING) ROOF LOAD: 10 PSFDEADROOFLOAD: 10 PSFDEADROOFLOAD: 10 PSFDEADROOFLOAD: 10 PSF DEAD WIND SPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECOND GUST SEISMIC DESIGN CATEGORY: BSEISMICDESIGN CATEGORY: BSEISMICDESIGNCATEGORY: BSEISMICDESIGNCATEGORY: B PRESUMPTIVE SOIL LOAD BEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000 PSF SOIL GROUP: GROUP1SOILGROUP: GROUP1SOILGROUP: GROUP1SOILGROUP: GROUP 1 15.15.15.15. JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBE SEALED.SEALED.SEALED.SEALED. 16.16.16.16. LLLLOOOOTTTT SSSSHHHHAAAALLLLLLLL BBBBEEEE GGGGRRRRAAAADDDDEEEEDDDD SSSSOOOO AAAASSSS TTTTOOOO DDDDRRRRAAAAIIIINNNN SSSSUUUURRRRFFFFAAAACCCCEEEE WWWWAAAATTTTEEEERRRR AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN....TTTTHHHHEEEE GGGGRRRRAAAADDDDEEEE AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN WWWWAAAALLLLLLLL SSSSHHHHAAAALLLLLLLL FFFFAAAALLLLLLLL AAAA MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN. 17.17.17.17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPER MMMMAAAANNNNUUUUFFFFAAAACCCCTTTTUUUURRRREEEERRRRSSSS SSSSPPPPEEEECCCCIIIIFFFFIIIICCCCAAAATTTTIIIIOOOONNNNSSSS....TTTTHHHHEEEE MMMMIIIINNNNIIIIMMMMUUUUMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG RRRREEEEQQQQUUUUIIIIRRRREEEEMMMMEEEENNNNTTTTSSSS SHALL BE : 4SHALL BE : 4SHALLBE : 4SHALLBE : 4----1/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 7----1/2''@I1/2''@I1/2''@I1/2''@ INNNNTTTTEEEERRRRMMMMEEEEDDDDIIIIAAAATTTTEEEE SSSSUUUUPPPPPPPPOOOORRRRTTTTSSSS.... 18.18.18.18. HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALL BBBBEEEE 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD NOSING.NOSING.NOSING.NOSING. 19.19.19.19. ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALL INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONE DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. RRRREEEEFFFFEEEERRRREEEENNNNCCCCEEEE SSSSEEEECCCCTTTTIIIIOOOONNNNSSSS RRRR333311114444 AAAANNNNDDDD R315 OF THE NYS RESIDENTIALCODER315OFTHENYSRESIDENTIALCODER315OFTHENYSRESIDENTIALCODER315OFTHENYSRESIDENTIALCODE 20.20.20.20. THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER ISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERIS CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED INCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDINCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDINCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDIN TTTTHHHHEEEE CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITY BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOT DIPPEDDIPPEDDIPPEDDIPPED GALVANIZED OR STAINLESS STEELGALVANIZEDORSTAINLESSSTEELGALVANIZEDORSTAINLESSSTEELGALVANIZEDORSTAINLESSSTEEL FFFFAAAASSSSTTTTEEEENNNNEEEERRRRSSSS AAAARRRREEEE RRRREEEEQQQQUUUUIIIIRRRREEEEDDDD.... 21.21.21.21. WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITH SSSSEEEECCCCTTTTIIIIOOOONNNN 333300008888 OOOOFFFF TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEE OOOOFFFF NNNNYYYY SSSSTTTTAAAATTTTEEEE.... 22.22.22.22. WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIR CCCCHHHHAAAANNNNGGGGEEEESSSS PPPPEEEERRRR HHHHOOOOUUUURRRR OOOORRRR LLLLEEEESSSSSSSS AAAASSSS DDDDEEEETTTTEEEERRRRMMMMIIIINNNNEEEEDDDD BBBBYYYY HHHHEEEE BBBBLLLLOOOOWWWWEEEERRRR DDDDOOOOOOOORRRR TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE HOUSEHOUSEHOUSEHOUSE MMMMEEEECCCCHHHHAAAANNNNIIIICCCCAAAALLLL VVVVEEEENNNNTTTTIIIILLLLAAAATTTTIIIIOOOONNNN IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH SSSSEEEECCCCTTTTIIIIOOOONNNN MMMM1111555500005555....4444....3333 OOOOFFFF THE 2020 RESIDENTIAL BUILDING CODE OF NYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATE 23.23.23.23. UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: FOR OPENINGS <3'00'':2FOROPENINGS <3'00'':2FOROPENINGS <3'00'':2FOROPENINGS <3'00'':2----PLY 2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUT 5'0'': 3<5'0'': 3<5'0'': 3<5'0'': 3----PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACK STUDS.STUDS.STUDS.STUDS. 24.24.24.24. CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOOR SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART. 25.25.25.25. WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIO OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1. 26.26.26.26. HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACH RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS. 27.27.27.27. MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWS MMMMOOOORRRREEEE THAN 400CFM.THAN 400CFM.THAN 400CFM.THAN 400CFM. 28.28.28.28. WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIRED LOCATIONS.LOCATIONS.LOCATIONS.LOCATIONS. 29.29.29.29. A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE GARAGE.GARAGE.GARAGE.GARAGE. 30.30.30.30. TTTTHHHHEEEE AAAATTTTTTTTIIIICCCC AAAACCCCCCCCEEEESSSSSSSS HHHHAAAATTTTCCCCHHHHWWWWAAAAYYYY WWWWIIIILLLLLLLL HHHHAAAAVVVVEEEE AAAA IIIINNNNSSSSUUUULLLLAAAATTTTIIIIOOOONNNN VVVVAAAALLLLUUUUEEEE EEEEQQQQUUUUAAAALLLL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEAL AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR. Douglas W. Adams Professional Engineer & Designer Cell (518) 683-6899 74 Rolling Hills Drive Gansevoort, New York 12831 Saratoga Engineering Design, PC email: saratogaengndesign@nycap.rr.com Residential/Commercial Design Plans DRAFT 1/ 1 3 2 0 2 5 2 5 0 1 3 P M C: 1 S E D P R O J E C T S D e n n i s G o s i e r R e v i t 1 2 1 4 2 0 2 4 D e n n i s G o s i e r F i r s t F l o o r A d d i t i o n r v t 6 119 Van Dam Street Saratoga Springs, New York 12866 Dennis & Tiffany Gosier MODIFIEDMODIFIEDMODIFIEDMODIFIED FRONT & REARFRONT & REARFRONT & REARFRONT & REAR ELEVATIONELEVATIONELEVATIONELEVATION 1/4" = 1'-0" 1 MODIFIED FRONT ELEVATION 1/4" = 1'-0" 2 MODIFIED REAR ELEVATION Aluminum Gutters & Downspouts Typ. Each Side of New Addition DRAWING NUMBER PPPPrrrroooouuuuddddllllyyyy DDDDeeeessssiiiiggggnnnneeeedddd &&&& BBBBuuuuiiiilllltttt FFFFoooorrrr:::: ENGINEERING APPROVAL WHEN THIS ITEM IS STAMPED BY A LISCENSED PROFESSIONAL ENGINEER, IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW TITLE VIII ARTICLE 145 SECTION 7209 FOR ANY REASON UNLESS HE IS UNDER THE DIRECTION OF A LISCENSED ENGINEER TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL COMPLY WITH NEW YORK STATE EDUCATION LAWS. PROJECT NOTES:PROJECT NOTES:PROJECT NOTES:PROJECT NOTES: 1. 1. 1. 1. DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING. 2. 2. 2. 2. VVVVEEEERRRRIIIIFFFFYYYY AAAALLLLLLLL DDDDIIIIMMMMEEEENNNNSSSSIIIIOOOONNNNSSSS PPPPRRRRIIIIOOOORRRR TTTTOOOO CCCCOOOONNNNSSSSTTTTRRRRUUUUCCCCTTTTIIIIOOOONNNN.... NNNNOOOOTTTTIIIIFFFFYYYY OOOOWWWWNNNNEEEERRRR OOOOFFFF ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES. 3. 3. 3. 3. OOOOWWWWNNNNEEEERRRR &&&& CCCCOOOONNNNTTTTRRRRAAAACCCCTTTTOOOORRRR SSSSHHHHAAAALLLLLLLL CCCCOOOONNNNSSSSUUUULLLLTTTT AAAAPPPPPPPPLLLLIIIICCCCAAAABBBBLLLLEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEESSSS TTTTOOOO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALL REQUIREMENTS.REQUIREMENTS.REQUIREMENTS.REQUIREMENTS. 4. 4. 4. 4. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020 IIIIEEEECCCCCCCC NNNNYYYY SSSSTTTTAAAATTTTEEEE EEEENNNNEEEERRRRGGGGYYYY CCCCOOOODDDDEEEE AAAANNNNDDDD TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CODE OF NYSTATECODEOFNYSTATECODEOFNYSTATECODEOFNYSTATE 5. 5. 5. 5. AAAALLLLLLLL PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEESSSS,,,, DDDDRRRRAAAAIIIINNNNSSSS,,,, AAAAPPPPPPPPUUUURRRRTTTTEEEENNNNAAAANNNNCCCCEEEESSSS AAAANNNNDDDD AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEESSSS UUUUSSSSEEEEDDDD TTTTOOOO SSSSEEEERRRRVVVVIIIICCCCEEEE OOOORRRR DDDDIIIISSSSCCCCHHHHAAAARRRRGGGGEEEE LLLLIIIIQQQQUUUUIIIIDDDD WWWWAAAASSSSTTTTEEEESSSS OOOORRRR SSSSEEEEWWWWAAAAGGGGEEEE SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE DDDDRRRRAAAAIIIINNNNAAAAGGGGEEEE SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF TTTTHHHHEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG OOOORRRR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NYSTATERESIDENTIALCODEOFNYSTATERESIDENTIALCODEOFNYSTATERESIDENTIALCODEOFNYSTATE 6. 6. 6. 6. EEEEVVVVEEEERRRRYYYY PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEE,,,, DDDDEEEEVVVVIIIICCCCEEEE OOOORRRR AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEE RRRREEEEQQQQUUUUIIIIRRRRIIIINNNNGGGG OOOORRRR UUUUSSSSIIIINNNNGGGG WWWWAAAATTTTEEEERRRR FFFFOOOORRRR IIIITTTTSSSS PPPPRRRROOOOPPPPEEEERRRR OOOOPPPPEEEERRRRAAAATTTTIIIIOOOONNNN SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY OOOORRRR IIIINNNNDDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE WWWWAAAATTTTEEEERRRR SSSSUUUUPPPPPPPPLLLLYYYY IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE. 7. 7. 7. 7. TTTTHHHHEEEE PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE PPPPRRRROOOOVVVVIIIIDDDDEEEEDDDD WWWWIIIITTTTHHHH AAAA SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF VVVVEEEENNNNTTTT PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSO THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBE SSSSUUUUBBBBJJJJEEEECCCCTTTTEEEEDDDD TTTTOOOO PPPPRRRREEEESSSSSSSSUUUURRRREEEE DDDDIIIIFFFFFFFFEEEERRRREEEENNNNTTTTIIIIAAAALLLL OOOORRRR MMMMOOOORRRREEEE TTTTHHHHAAAANNNN 1111 IIIINNNNCCCCHHHH OOOOFFFF WWWWAAAATTTTEEEERRRR CCCCOOOOLLLLUUUUMMMMNNNN.... IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL CCCCOOOODDDDEEEE OOOOFFFF NY STATE.NY STATE.NY STATE.NY STATE. 8. 8. 8. 8. AAAALLLLLLLL EEEELLLLEEEECCCCTTTTRRRRIIIICCCCAAAALLLL SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE IIIINNNNSSSSTTTTAAAALLLLLLLLEEEEDDDD IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE. 9. 9. 9. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FOR CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP. 10. 10. 10. 10. ALL REINFORCING STEEL SHALL CONFORM WITH ASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTM A----666611115555 GGGGRRRRAAAADDDDEEEE 66660000.... 11. 11. 11. 11. NOTIFY THE ENGINEER IF ANY FILL ORNONNOTIFYTHEENGINEERIFANYFILLORNONNOTIFYTHEENGINEERIFANYFILLORNONNOTIFYTHEENGINEERIFANYFILLORNON----NATIVE ORWELLNATIVEORWELLNATIVEORWELLNATIVEORWELL----DDDDRRRRAAAAIIIINNNNEEEEDDDD MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS. 12. 12. 12. 12. BBBBAAAACCCCKKKK FFFFIIIILLLLLLLL EEEEXXXXCCCCAAAAVVVVAAAATTTTIIIIOOOONNNNSSSS AAAASSSS SSSSOOOOOOOONNNN AAAASSSS PPPPOOOOSSSSSSSSIIIIBBBBLLLLEEEE.... CCCCOOOOMMMMPPPPAAAACCCCTTTT CCCCLLLLEEEEAAAANNNN SSSSOOOOIIIILLLL TTTTOOOO NNNNOOOOTTTT LLLLEEEESSSSSSSS TTTTHHHHAAAANNNN 99995555%%%% OOOOFFFF MMMMAAAAXXXXIIIIMMMMUUUUMMMM DDDDEEEENNNNSSSSIIIITTTTYYYY AAAATTTT OOOOPPPPTTTTIIIIMMMMUUUUMMMM MMMMOOOOIIIISSSSTTTTUUUURRRREEEE CONTENT.CONTENT.CONTENT.CONTENT. 13. 13. 13. 13. BBBBEEEEGGGGIIIINNNNIIIINNNNGGGG IIIIMMMMMMMMEEEEDDDDIIIIAAAATTTTLLLLYYYY AAAAFFFFTTTTEEEERRRR PPPPLLLLAAAACCCCEEEEMMMMEEEENNNNTTTT,,,, PPPPRRRROOOOTTTTEEEECCCCTTTT CCCCOOOONNNNCCCCRRRREEEETTTTEEEE FFFFRRRROOOOMMMM PPPPRRRREEEEMMMMAAAATTTTUUUURRRREEEE DDDDRRRRYYYYIIIINNNNGGGG,,,, EEEEXXXXCCCCEEEESSSSSSSSIIIIVVVVEEEELLLLYYYY HHHHOOOOTTTT AAAANNNNDDDD CCCCOOOOLLLLDDDD TTTTEEEEMMMMPPPPEEEERRRRAAAATTTTUUUURRRREEEESSSS AAAANNNNDDDD MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES. 14. 14. 14. 14. DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:DESIGN LOADS: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 40 PSFLIVE40PSFLIVE40PSFLIVE40PSFLIVE 10 PSFDEAD10PSFDEAD10PSFDEAD10PSFDEAD 2ND FLOOR: 30 PSFLIVE2NDFLOOR: 30 PSFLIVE2NDFLOOR: 30 PSFLIVE2NDFLOOR: 30 PSF LIVE 10 PSFDEAD10PSFDEAD10PSFDEAD10PSFDEAD SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING) ROOF LOAD: 10 PSFDEADROOFLOAD: 10 PSFDEADROOFLOAD: 10 PSFDEADROOFLOAD: 10 PSF DEAD WIND SPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECOND GUST SEISMIC DESIGN CATEGORY: BSEISMICDESIGN CATEGORY: BSEISMICDESIGNCATEGORY: BSEISMICDESIGNCATEGORY: B PRESUMPTIVE SOIL LOAD BEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000 PSF SOIL GROUP: GROUP1SOILGROUP: GROUP1SOILGROUP: GROUP1SOILGROUP: GROUP 1 15.15.15.15. JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBE SEALED.SEALED.SEALED.SEALED. 16.16.16.16. LLLLOOOOTTTT SSSSHHHHAAAALLLLLLLL BBBBEEEE GGGGRRRRAAAADDDDEEEEDDDD SSSSOOOO AAAASSSS TTTTOOOO DDDDRRRRAAAAIIIINNNN SSSSUUUURRRRFFFFAAAACCCCEEEE WWWWAAAATTTTEEEERRRR AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN....TTTTHHHHEEEE GGGGRRRRAAAADDDDEEEE AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN WWWWAAAALLLLLLLL SSSSHHHHAAAALLLLLLLL FFFFAAAALLLLLLLL AAAA MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN. 17.17.17.17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPER MMMMAAAANNNNUUUUFFFFAAAACCCCTTTTUUUURRRREEEERRRRSSSS SSSSPPPPEEEECCCCIIIIFFFFIIIICCCCAAAATTTTIIIIOOOONNNNSSSS....TTTTHHHHEEEE MMMMIIIINNNNIIIIMMMMUUUUMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG RRRREEEEQQQQUUUUIIIIRRRREEEEMMMMEEEENNNNTTTTSSSS SHALL BE : 4SHALL BE : 4SHALLBE : 4SHALLBE : 4----1/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 7----1/2''@I1/2''@I1/2''@I1/2''@ INNNNTTTTEEEERRRRMMMMEEEEDDDDIIIIAAAATTTTEEEE SSSSUUUUPPPPPPPPOOOORRRRTTTTSSSS.... 18.18.18.18. HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALL BBBBEEEE 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD NOSING.NOSING.NOSING.NOSING. 19.19.19.19. ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALL INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONE DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. RRRREEEEFFFFEEEERRRREEEENNNNCCCCEEEE SSSSEEEECCCCTTTTIIIIOOOONNNNSSSS RRRR333311114444 AAAANNNNDDDD R315 OF THE NYS RESIDENTIALCODER315OFTHENYSRESIDENTIALCODER315OFTHENYSRESIDENTIALCODER315OFTHENYSRESIDENTIALCODE 20.20.20.20. THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER ISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERIS CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED INCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDINCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDINCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDIN TTTTHHHHEEEE CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITY BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOT DIPPEDDIPPEDDIPPEDDIPPED GALVANIZED OR STAINLESS STEELGALVANIZEDORSTAINLESSSTEELGALVANIZEDORSTAINLESSSTEELGALVANIZEDORSTAINLESSSTEEL FFFFAAAASSSSTTTTEEEENNNNEEEERRRRSSSS AAAARRRREEEE RRRREEEEQQQQUUUUIIIIRRRREEEEDDDD.... 21.21.21.21. WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITH SSSSEEEECCCCTTTTIIIIOOOONNNN 333300008888 OOOOFFFF TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEE OOOOFFFF NNNNYYYY SSSSTTTTAAAATTTTEEEE.... 22.22.22.22. WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIR CCCCHHHHAAAANNNNGGGGEEEESSSS PPPPEEEERRRR HHHHOOOOUUUURRRR OOOORRRR LLLLEEEESSSSSSSS AAAASSSS DDDDEEEETTTTEEEERRRRMMMMIIIINNNNEEEEDDDD BBBBYYYY HHHHEEEE BBBBLLLLOOOOWWWWEEEERRRR DDDDOOOOOOOORRRR TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE HOUSEHOUSEHOUSEHOUSE MMMMEEEECCCCHHHHAAAANNNNIIIICCCCAAAALLLL VVVVEEEENNNNTTTTIIIILLLLAAAATTTTIIIIOOOONNNN IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH SSSSEEEECCCCTTTTIIIIOOOONNNN MMMM1111555500005555....4444....3333 OOOOFFFF THE 2020 RESIDENTIAL BUILDING CODE OF NYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATE 23.23.23.23. UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: FOR OPENINGS <3'00'':2FOROPENINGS <3'00'':2FOROPENINGS <3'00'':2FOROPENINGS <3'00'':2----PLY 2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUT 5'0'': 3<5'0'': 3<5'0'': 3<5'0'': 3----PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACK STUDS.STUDS.STUDS.STUDS. 24.24.24.24. CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOOR SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART. 25.25.25.25. WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIO OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1. 26.26.26.26. HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACH RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS. 27.27.27.27. MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWS MMMMOOOORRRREEEE THAN 400CFM.THAN 400CFM.THAN 400CFM.THAN 400CFM. 28.28.28.28. WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIRED LOCATIONS.LOCATIONS.LOCATIONS.LOCATIONS. 29.29.29.29. A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE GARAGE.GARAGE.GARAGE.GARAGE. 30.30.30.30. TTTTHHHHEEEE AAAATTTTTTTTIIIICCCC AAAACCCCCCCCEEEESSSSSSSS HHHHAAAATTTTCCCCHHHHWWWWAAAAYYYY WWWWIIIILLLLLLLL HHHHAAAAVVVVEEEE AAAA IIIINNNNSSSSUUUULLLLAAAATTTTIIIIOOOONNNN VVVVAAAALLLLUUUUEEEE EEEEQQQQUUUUAAAALLLL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEAL AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR. Douglas W. Adams Professional Engineer & Designer Cell (518) 683-6899 74 Rolling Hills Drive Gansevoort, New York 12831 Saratoga Engineering Design, PC email: saratogaengndesign@nycap.rr.com Residential/Commercial Design Plans DRAFT 1/ 1 3 2 0 2 5 2 5 0 1 8 P M C: 1 S E D P R O J E C T S D e n n i s G o s i e r R e v i t 1 2 1 4 2 0 2 4 D e n n i s G o s i e r F i r s t F l o o r A d d i t i o n r v t 7 119 Van Dam Street Saratoga Springs, New York 12866 Dennis & Tiffany Gosier MODIFIEDMODIFIEDMODIFIEDMODIFIED ELEVATIONELEVATIONELEVATIONELEVATION VIEWSVIEWSVIEWSVIEWS 1/4" = 1'-0" 2 MODIFIED RIGHT SIDE ELEVATION 1/4" = 1'-0" 4 MODIFIED LEFT SIDE ELEVATION First Floor-Top of Sheathing (Match Existing)First Floor-Top of Sheathing (Match Existing) First Floor -Top of Plate (Match Existing)First Floor -Top of Plate (Match Existing) Top of NEW Fnd. Wall Top of NEW Fnd. Wall Top of Footing -NewTopofFooting -New 8' 5 1 2 11 1 2 7' 1 0 Gravel Base Bomen Kemp 4'-0'' Escape Ladder When Exit Ht. Exceedds 44'') Boman & Kemp 5236-60 Easy Well W/ Cover" Slope Finished Grade Away From Well 36" x 36" x 12" 2)-Ply 1 3/4"x 9 1/4'' LVL 430.61 SF New Foundation 359.39 SF First Floor Addition 23' - 9" 8' 5 1 2 11 1 2 7' 1 0 2x10 @ 16" O.C. w/Blocking @ Mid-Spans 3/4'' T&G Advantech Sheathing 6 Mil Poly Vapor Barrier 4'' Thk. Concrete Floor Slab with Fibermesh Reinforcement R-30 Insulation 8'' Thk. Concrete Fnd. Wall R-21 FSK Blanket Insulation R-49 Batt Insulation w/Vapor Barrier & Proper Vent Strong Drive SDWC Truss Screw 50/10/10 NYS Approved Truss @ 24'' O.C. W/ 8'' Heel Asphalt Shingles 5/8'' OSB Roof Sheathing w/ 'H' Clips Ice & Water Sheild Grace or Equal Over Entire Roof Ridge Vent 2x6 Stud Wall @ 16'' O.C. SPF#2 7/16'' OSB Sheathing Tyvek House Wrap Horizontal Siding 8" Exposure(Hardie Board or Equal) R-21 Batt Insulation w/ Vapor Barrier 2x6 P.T. Sill Plate w/ Sill Sealer 1/2'' Dia. Steel Anchor Bolt @ 6' O.C. & 1' for Each Corner, 10' Lg. 10''x20'' Concrete Ftg. w/ (2) #4 Rebar Cont. Damp Proof to Grade 4 Rebar Cont. @ Midpoint and Top 4 Rebar @ 48'' O.C. Roof Trusses @ 24'' O.C. Undisturbed Earth 1/2" GWB Crown Molding (Match Existing) 1x8 Fascia Board (Match Existing) Vented Soffit (Hardie Soffit or Equal) NOTE: Existing Second Floor Window Ht. to be Verified Such That New Addition Roof Will Not Impede on Existing Second Floor Windows 2 1 /2 " / 1 2 " 2) 1 3/4"x16" LVL Flush Header 8" H e e l 3' 4 R e f Aluminum Gutters & Downspouts Typ. Each Side of New Addition 1 1/2" Rigid Foam. Remove After Slab is Poured DRAWING NUMBER PPPPrrrroooouuuuddddllllyyyy DDDDeeeessssiiiiggggnnnneeeedddd &&&& BBBBuuuuiiiilllltttt FFFFoooorrrr:::: ENGINEERING APPROVAL WHEN THIS ITEM IS STAMPED BY A LISCENSED PROFESSIONAL ENGINEER, IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW TITLE VIII ARTICLE 145 SECTION 7209 FOR ANY REASON UNLESS HE IS UNDER THE DIRECTION OF A LISCENSED ENGINEER TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL COMPLY WITH NEW YORK STATE EDUCATION LAWS. PROJECT NOTES:PROJECT NOTES:PROJECT NOTES:PROJECT NOTES: 1. 1. 1. 1. DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING. 2. 2. 2. 2. VVVVEEEERRRRIIIIFFFFYYYY AAAALLLLLLLL DDDDIIIIMMMMEEEENNNNSSSSIIIIOOOONNNNSSSS PPPPRRRRIIIIOOOORRRR TTTTOOOO CCCCOOOONNNNSSSSTTTTRRRRUUUUCCCCTTTTIIIIOOOONNNN.... NNNNOOOOTTTTIIIIFFFFYYYY OOOOWWWWNNNNEEEERRRR OOOOFFFF ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES. 3. 3. 3. 3. OOOOWWWWNNNNEEEERRRR &&&& CCCCOOOONNNNTTTTRRRRAAAACCCCTTTTOOOORRRR SSSSHHHHAAAALLLLLLLL CCCCOOOONNNNSSSSUUUULLLLTTTT AAAAPPPPPPPPLLLLIIIICCCCAAAABBBBLLLLEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEESSSS TTTTOOOO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALL REQUIREMENTS.REQUIREMENTS.REQUIREMENTS.REQUIREMENTS. 4. 4. 4. 4. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020 IIIIEEEECCCCCCCC NNNNYYYY SSSSTTTTAAAATTTTEEEE EEEENNNNEEEERRRRGGGGYYYY CCCCOOOODDDDEEEE AAAANNNNDDDD TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CODE OF NYSTATECODEOFNYSTATECODEOFNYSTATECODEOFNYSTATE 5. 5. 5. 5. AAAALLLLLLLL PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEESSSS,,,, DDDDRRRRAAAAIIIINNNNSSSS,,,, AAAAPPPPPPPPUUUURRRRTTTTEEEENNNNAAAANNNNCCCCEEEESSSS AAAANNNNDDDD AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEESSSS UUUUSSSSEEEEDDDD TTTTOOOO SSSSEEEERRRRVVVVIIIICCCCEEEE OOOORRRR DDDDIIIISSSSCCCCHHHHAAAARRRRGGGGEEEE LLLLIIIIQQQQUUUUIIIIDDDD WWWWAAAASSSSTTTTEEEESSSS OOOORRRR SSSSEEEEWWWWAAAAGGGGEEEE SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE DDDDRRRRAAAAIIIINNNNAAAAGGGGEEEE SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF TTTTHHHHEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG OOOORRRR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NYSTATERESIDENTIALCODEOFNYSTATERESIDENTIALCODEOFNYSTATERESIDENTIALCODEOFNYSTATE 6. 6. 6. 6. EEEEVVVVEEEERRRRYYYY PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEE,,,, DDDDEEEEVVVVIIIICCCCEEEE OOOORRRR AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEE RRRREEEEQQQQUUUUIIIIRRRRIIIINNNNGGGG OOOORRRR UUUUSSSSIIIINNNNGGGG WWWWAAAATTTTEEEERRRR FFFFOOOORRRR IIIITTTTSSSS PPPPRRRROOOOPPPPEEEERRRR OOOOPPPPEEEERRRRAAAATTTTIIIIOOOONNNN SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY OOOORRRR IIIINNNNDDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE WWWWAAAATTTTEEEERRRR SSSSUUUUPPPPPPPPLLLLYYYY IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE. 7. 7. 7. 7. TTTTHHHHEEEE PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE PPPPRRRROOOOVVVVIIIIDDDDEEEEDDDD WWWWIIIITTTTHHHH AAAA SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF VVVVEEEENNNNTTTT PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSO THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBE SSSSUUUUBBBBJJJJEEEECCCCTTTTEEEEDDDD TTTTOOOO PPPPRRRREEEESSSSSSSSUUUURRRREEEE DDDDIIIIFFFFFFFFEEEERRRREEEENNNNTTTTIIIIAAAALLLL OOOORRRR MMMMOOOORRRREEEE TTTTHHHHAAAANNNN 1111 IIIINNNNCCCCHHHH OOOOFFFF WWWWAAAATTTTEEEERRRR CCCCOOOOLLLLUUUUMMMMNNNN.... IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL CCCCOOOODDDDEEEE OOOOFFFF NY STATE.NY STATE.NY STATE.NY STATE. 8. 8. 8. 8. AAAALLLLLLLL EEEELLLLEEEECCCCTTTTRRRRIIIICCCCAAAALLLL SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE IIIINNNNSSSSTTTTAAAALLLLLLLLEEEEDDDD IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE. 9. 9. 9. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FOR CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP. 10. 10. 10. 10. ALL REINFORCING STEEL SHALL CONFORM WITH ASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTM A----666611115555 GGGGRRRRAAAADDDDEEEE 66660000.... 11. 11. 11. 11. NOTIFY THE ENGINEER IF ANY FILL ORNONNOTIFYTHEENGINEERIFANYFILLORNONNOTIFYTHEENGINEERIFANYFILLORNONNOTIFYTHEENGINEERIFANYFILLORNON----NATIVE ORWELLNATIVEORWELLNATIVEORWELLNATIVEORWELL----DDDDRRRRAAAAIIIINNNNEEEEDDDD MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS. 12. 12. 12. 12. BBBBAAAACCCCKKKK FFFFIIIILLLLLLLL EEEEXXXXCCCCAAAAVVVVAAAATTTTIIIIOOOONNNNSSSS AAAASSSS SSSSOOOOOOOONNNN AAAASSSS PPPPOOOOSSSSSSSSIIIIBBBBLLLLEEEE.... CCCCOOOOMMMMPPPPAAAACCCCTTTT CCCCLLLLEEEEAAAANNNN SSSSOOOOIIIILLLL TTTTOOOO NNNNOOOOTTTT LLLLEEEESSSSSSSS TTTTHHHHAAAANNNN 99995555%%%% OOOOFFFF MMMMAAAAXXXXIIIIMMMMUUUUMMMM DDDDEEEENNNNSSSSIIIITTTTYYYY AAAATTTT OOOOPPPPTTTTIIIIMMMMUUUUMMMM MMMMOOOOIIIISSSSTTTTUUUURRRREEEE CONTENT.CONTENT.CONTENT.CONTENT. 13. 13. 13. 13. BBBBEEEEGGGGIIIINNNNIIIINNNNGGGG IIIIMMMMMMMMEEEEDDDDIIIIAAAATTTTLLLLYYYY AAAAFFFFTTTTEEEERRRR PPPPLLLLAAAACCCCEEEEMMMMEEEENNNNTTTT,,,, PPPPRRRROOOOTTTTEEEECCCCTTTT CCCCOOOONNNNCCCCRRRREEEETTTTEEEE FFFFRRRROOOOMMMM PPPPRRRREEEEMMMMAAAATTTTUUUURRRREEEE DDDDRRRRYYYYIIIINNNNGGGG,,,, EEEEXXXXCCCCEEEESSSSSSSSIIIIVVVVEEEELLLLYYYY HHHHOOOOTTTT AAAANNNNDDDD CCCCOOOOLLLLDDDD TTTTEEEEMMMMPPPPEEEERRRRAAAATTTTUUUURRRREEEESSSS AAAANNNNDDDD MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES. 14. 14. 14. 14. DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:DESIGN LOADS: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 40 PSFLIVE40PSFLIVE40PSFLIVE40PSFLIVE 10 PSFDEAD10PSFDEAD10PSFDEAD10PSFDEAD 2ND FLOOR: 30 PSFLIVE2NDFLOOR: 30 PSFLIVE2NDFLOOR: 30 PSFLIVE2NDFLOOR: 30 PSF LIVE 10 PSFDEAD10PSFDEAD10PSFDEAD10PSFDEAD SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING) ROOF LOAD: 10 PSFDEADROOFLOAD: 10 PSFDEADROOFLOAD: 10 PSFDEADROOFLOAD: 10 PSF DEAD WIND SPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECOND GUST SEISMIC DESIGN CATEGORY: BSEISMICDESIGN CATEGORY: BSEISMICDESIGNCATEGORY: BSEISMICDESIGNCATEGORY: B PRESUMPTIVE SOIL LOAD BEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000 PSF SOIL GROUP: GROUP1SOILGROUP: GROUP1SOILGROUP: GROUP1SOILGROUP: GROUP 1 15.15.15.15. JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBE SEALED.SEALED.SEALED.SEALED. 16.16.16.16. LLLLOOOOTTTT SSSSHHHHAAAALLLLLLLL BBBBEEEE GGGGRRRRAAAADDDDEEEEDDDD SSSSOOOO AAAASSSS TTTTOOOO DDDDRRRRAAAAIIIINNNN SSSSUUUURRRRFFFFAAAACCCCEEEE WWWWAAAATTTTEEEERRRR AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN....TTTTHHHHEEEE GGGGRRRRAAAADDDDEEEE AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN WWWWAAAALLLLLLLL SSSSHHHHAAAALLLLLLLL FFFFAAAALLLLLLLL AAAA MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN. 17.17.17.17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPER MMMMAAAANNNNUUUUFFFFAAAACCCCTTTTUUUURRRREEEERRRRSSSS SSSSPPPPEEEECCCCIIIIFFFFIIIICCCCAAAATTTTIIIIOOOONNNNSSSS....TTTTHHHHEEEE MMMMIIIINNNNIIIIMMMMUUUUMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG RRRREEEEQQQQUUUUIIIIRRRREEEEMMMMEEEENNNNTTTTSSSS SHALL BE : 4SHALL BE : 4SHALLBE : 4SHALLBE : 4----1/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 7----1/2''@I1/2''@I1/2''@I1/2''@ INNNNTTTTEEEERRRRMMMMEEEEDDDDIIIIAAAATTTTEEEE SSSSUUUUPPPPPPPPOOOORRRRTTTTSSSS.... 18.18.18.18. HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALL BBBBEEEE 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD NOSING.NOSING.NOSING.NOSING. 19.19.19.19. ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALL INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONE DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. RRRREEEEFFFFEEEERRRREEEENNNNCCCCEEEE SSSSEEEECCCCTTTTIIIIOOOONNNNSSSS RRRR333311114444 AAAANNNNDDDD R315 OF THE NYS RESIDENTIALCODER315OFTHENYSRESIDENTIALCODER315OFTHENYSRESIDENTIALCODER315OFTHENYSRESIDENTIALCODE 20.20.20.20. THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER ISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERIS CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED INCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDINCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDINCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDIN TTTTHHHHEEEE CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITY BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOT DIPPEDDIPPEDDIPPEDDIPPED GALVANIZED OR STAINLESS STEELGALVANIZEDORSTAINLESSSTEELGALVANIZEDORSTAINLESSSTEELGALVANIZEDORSTAINLESSSTEEL FFFFAAAASSSSTTTTEEEENNNNEEEERRRRSSSS AAAARRRREEEE RRRREEEEQQQQUUUUIIIIRRRREEEEDDDD.... 21.21.21.21. WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITH SSSSEEEECCCCTTTTIIIIOOOONNNN 333300008888 OOOOFFFF TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEE OOOOFFFF NNNNYYYY SSSSTTTTAAAATTTTEEEE.... 22.22.22.22. WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIR CCCCHHHHAAAANNNNGGGGEEEESSSS PPPPEEEERRRR HHHHOOOOUUUURRRR OOOORRRR LLLLEEEESSSSSSSS AAAASSSS DDDDEEEETTTTEEEERRRRMMMMIIIINNNNEEEEDDDD BBBBYYYY HHHHEEEE BBBBLLLLOOOOWWWWEEEERRRR DDDDOOOOOOOORRRR TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE HOUSEHOUSEHOUSEHOUSE MMMMEEEECCCCHHHHAAAANNNNIIIICCCCAAAALLLL VVVVEEEENNNNTTTTIIIILLLLAAAATTTTIIIIOOOONNNN IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH SSSSEEEECCCCTTTTIIIIOOOONNNN MMMM1111555500005555....4444....3333 OOOOFFFF THE 2020 RESIDENTIAL BUILDING CODE OF NYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATE 23.23.23.23. UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: FOR OPENINGS <3'00'':2FOROPENINGS <3'00'':2FOROPENINGS <3'00'':2FOROPENINGS <3'00'':2----PLY 2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUT 5'0'': 3<5'0'': 3<5'0'': 3<5'0'': 3----PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACK STUDS.STUDS.STUDS.STUDS. 24.24.24.24. CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOOR SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART. 25.25.25.25. WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIO OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1. 26.26.26.26. HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACH RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS. 27.27.27.27. MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWS MMMMOOOORRRREEEE THAN 400CFM.THAN 400CFM.THAN 400CFM.THAN 400CFM. 28.28.28.28. WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIRED LOCATIONS.LOCATIONS.LOCATIONS.LOCATIONS. 29.29.29.29. A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE GARAGE.GARAGE.GARAGE.GARAGE. 30.30.30.30. TTTTHHHHEEEE AAAATTTTTTTTIIIICCCC AAAACCCCCCCCEEEESSSSSSSS HHHHAAAATTTTCCCCHHHHWWWWAAAAYYYY WWWWIIIILLLLLLLL HHHHAAAAVVVVEEEE AAAA IIIINNNNSSSSUUUULLLLAAAATTTTIIIIOOOONNNN VVVVAAAALLLLUUUUEEEE EEEEQQQQUUUUAAAALLLL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEAL AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR. Douglas W. Adams Professional Engineer & Designer Cell (518) 683-6899 74 Rolling Hills Drive Gansevoort, New York 12831 Saratoga Engineering Design, PC email: saratogaengndesign@nycap.rr.com Residential/Commercial Design Plans DRAFT 1/ 1 3 2 0 2 5 2 5 0 1 9 P M C: 1 S E D P R O J E C T S D e n n i s G o s i e r R e v i t 1 2 1 4 2 0 2 4 D e n n i s G o s i e r F i r s t F l o o r A d d i t i o n r v t 8 119 Van Dam Street Saratoga Springs, New York 12866 Dennis & Tiffany Gosier BUILDINGBUILDINGBUILDINGBUILDING SECTIONSSECTIONSSECTIONSSECTIONS3/8" = 1'-0" 1 FIRST FLOOR ADDITION SECTION RE F UP First Floor-Top of Sheathing (Match Existing)First Floor-Top of Sheathing (Match Existing) First Floor -Top of Plate (Match Existing)First Floor -Top of Plate (Match Existing) Top of NEW Fnd. Wall Top of NEW Fnd. Wall Top of Footing -NewTopofFooting -New 2x10 @ 16" O.C. w/Blocking @ Mid-Spans 3/4'' T&G Advantech Sheathing R-30 Insulation 8'' Thk. Concrete Fnd. Wall R-21 FSK Blanket Insulation R-49 Batt Insulation w/Vapor Barrier & Proper Vent Strong Drive SDWC Truss Screw 50/10/10 NYS Approved Truss @ 24'' O.C. W/ 8'' Heel Asphalt Shingles 5/8'' OSB Roof Sheathing w/ 'H' Clips Ice & Water Sheild Grace or Equal Over Entire Roof Ridge Vent 2x6 Stud Wall @ 16'' O.C. SPF#2 7/16'' OSB Sheathing Tyvek House Wrap Horizontal Siding 8" Exposure(Hardie Board or Equal) R-21 Batt Insulation w/ Vapor Barrier 2x6 P.T. Sill Plate w/ Sill Sealer 1/2'' Dia. Steel Anchor Bolt @ 6' O.C. & 1' for Each Corner, 10' Lg. 10''x20'' Concrete Ftg. w/ (2) #4 Rebar Cont. Damp Proof to Grade 4 Rebar Cont. @ Midpoint and Top 4 Rebar @ 48'' O.C. 1/2" GWB Crown Molding (Match Existing) 1x8 Fascia Board (Match Existing) Vented Soffit (Hardie Soffit or Equal) NOTE: Existing Second Floor Window Ht. to be Verified Such That New Addition Roof Will Not Impede on Existing Second Floor Windows 430.61 SF New Foundation 44.92 SF Mudroom 135.30 SF Patio 2-2x10 SPF #2 2-2x10 SPF #2 6' 8 8'' Thk. Concrete Frost Wall 4' 0 M i n Red Hatch Indicates 2" Lip. Typ. 6" thk. Concrete Slab w/ Fibermesh Reinforcement 2" 5 1 2 8' - 2"15' - 7" 6 Mil Poly Vapor Barrier 4'' Thk. Concrete Floor Slab with Fibermesh Reinforcement 23' - 9" 7' 1 0 11 1 2 8' 5 1 2 7' 1 0 11 1 2 8' 5 1 2 Fypon Handrail & Ballusters 8" Existing 2x8 Rough Cut Floor Joists @ 16'' O.C. 2) Ply 2x10 SPF#2 2x10 @ 16" O.C. w/Blocking @ Mid-Spans Above 1' - 0"1' - 0" 23 0 12' - 9" 3' 0 3' 1 1 1 2 8' - 0"15' - 9" 3' 0 20 0 First Floor-Top of Sheathing (Match Existing)First Floor-Top of Sheathing (Match Existing) First Floor -Top of Plate (Match Existing) First Floor -Top of Plate (Match Existing) Second Floor -Top of Sheathing (Existing) Top of NEW Fnd. Wall Top of NEW Fnd. Wall Top of Concrete Slab (Existing)Top of Concrete Slab (Existing) 11 1 2 FI E L D V E R F I F Y 5' 1 0 1 2 1' 1 1 1 2 359.39 SF First Floor Addition 136.31 SF Dining 430.61 SF NewFoundation594.71 SF Existing Foundation 2x10 @ 16" O.C. w/Blocking @ Mid-Spans Existing 2x8 Rough Cut Floor Joists @ 16'' O.C. 6' 1 0 10 1 1 2 8 3 4 8' 5 1 2 8' 5 1 2 11 1 2 5' 1 0 1 2 1' 1 1 1 2 Top of Footing -NewTopofFooting -New 7' 1 0 2) 1 3/4"x16" LVL Flush Header 8" 1 1 4 New 8" Fnd. Wall to be Poured 1.25"+/- Shorter Than Existing Stone Fnd. Wall Contractor to Field Verify Actual Height of New Fnd. Wall Such That New & Existing Floor Assemblies Match. DRAWING NUMBER PPPPrrrroooouuuuddddllllyyyy DDDDeeeessssiiiiggggnnnneeeedddd &&&& BBBBuuuuiiiilllltttt FFFFoooorrrr:::: ENGINEERING APPROVAL WHEN THIS ITEM IS STAMPED BY A LISCENSED PROFESSIONAL ENGINEER, IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW TITLE VIII ARTICLE 145 SECTION 7209 FOR ANY REASON UNLESS HE IS UNDER THE DIRECTION OF A LISCENSED ENGINEER TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL COMPLY WITH NEW YORK STATE EDUCATION LAWS. PROJECT NOTES:PROJECT NOTES:PROJECT NOTES:PROJECT NOTES: 1. 1. 1. 1. DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING. 2. 2. 2. 2. VVVVEEEERRRRIIIIFFFFYYYY AAAALLLLLLLL DDDDIIIIMMMMEEEENNNNSSSSIIIIOOOONNNNSSSS PPPPRRRRIIIIOOOORRRR TTTTOOOO CCCCOOOONNNNSSSSTTTTRRRRUUUUCCCCTTTTIIIIOOOONNNN.... NNNNOOOOTTTTIIIIFFFFYYYY OOOOWWWWNNNNEEEERRRR OOOOFFFF ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES. 3. 3. 3. 3. OOOOWWWWNNNNEEEERRRR &&&& CCCCOOOONNNNTTTTRRRRAAAACCCCTTTTOOOORRRR SSSSHHHHAAAALLLLLLLL CCCCOOOONNNNSSSSUUUULLLLTTTT AAAAPPPPPPPPLLLLIIIICCCCAAAABBBBLLLLEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEESSSS TTTTOOOO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALL REQUIREMENTS.REQUIREMENTS.REQUIREMENTS.REQUIREMENTS. 4. 4. 4. 4. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020 IIIIEEEECCCCCCCC NNNNYYYY SSSSTTTTAAAATTTTEEEE EEEENNNNEEEERRRRGGGGYYYY CCCCOOOODDDDEEEE AAAANNNNDDDD TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CODE OF NYSTATECODEOFNYSTATECODEOFNYSTATECODEOFNYSTATE 5. 5. 5. 5. AAAALLLLLLLL PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEESSSS,,,, DDDDRRRRAAAAIIIINNNNSSSS,,,, AAAAPPPPPPPPUUUURRRRTTTTEEEENNNNAAAANNNNCCCCEEEESSSS AAAANNNNDDDD AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEESSSS UUUUSSSSEEEEDDDD TTTTOOOO SSSSEEEERRRRVVVVIIIICCCCEEEE OOOORRRR DDDDIIIISSSSCCCCHHHHAAAARRRRGGGGEEEE LLLLIIIIQQQQUUUUIIIIDDDD WWWWAAAASSSSTTTTEEEESSSS OOOORRRR SSSSEEEEWWWWAAAAGGGGEEEE SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE DDDDRRRRAAAAIIIINNNNAAAAGGGGEEEE SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF TTTTHHHHEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG OOOORRRR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NYSTATERESIDENTIALCODEOFNYSTATERESIDENTIALCODEOFNYSTATERESIDENTIALCODEOFNYSTATE 6. 6. 6. 6. EEEEVVVVEEEERRRRYYYY PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEE,,,, DDDDEEEEVVVVIIIICCCCEEEE OOOORRRR AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEE RRRREEEEQQQQUUUUIIIIRRRRIIIINNNNGGGG OOOORRRR UUUUSSSSIIIINNNNGGGG WWWWAAAATTTTEEEERRRR FFFFOOOORRRR IIIITTTTSSSS PPPPRRRROOOOPPPPEEEERRRR OOOOPPPPEEEERRRRAAAATTTTIIIIOOOONNNN SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY OOOORRRR IIIINNNNDDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE WWWWAAAATTTTEEEERRRR SSSSUUUUPPPPPPPPLLLLYYYY IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE. 7. 7. 7. 7. TTTTHHHHEEEE PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE PPPPRRRROOOOVVVVIIIIDDDDEEEEDDDD WWWWIIIITTTTHHHH AAAA SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF VVVVEEEENNNNTTTT PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSO THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBE SSSSUUUUBBBBJJJJEEEECCCCTTTTEEEEDDDD TTTTOOOO PPPPRRRREEEESSSSSSSSUUUURRRREEEE DDDDIIIIFFFFFFFFEEEERRRREEEENNNNTTTTIIIIAAAALLLL OOOORRRR MMMMOOOORRRREEEE TTTTHHHHAAAANNNN 1111 IIIINNNNCCCCHHHH OOOOFFFF WWWWAAAATTTTEEEERRRR CCCCOOOOLLLLUUUUMMMMNNNN.... IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL CCCCOOOODDDDEEEE OOOOFFFF NY STATE.NY STATE.NY STATE.NY STATE. 8. 8. 8. 8. AAAALLLLLLLL EEEELLLLEEEECCCCTTTTRRRRIIIICCCCAAAALLLL SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE IIIINNNNSSSSTTTTAAAALLLLLLLLEEEEDDDD IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE. 9. 9. 9. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FOR CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP. 10. 10. 10. 10. ALL REINFORCING STEEL SHALL CONFORM WITH ASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTM A----666611115555 GGGGRRRRAAAADDDDEEEE 66660000.... 11. 11. 11. 11. NOTIFY THE ENGINEER IF ANY FILL ORNONNOTIFYTHEENGINEERIFANYFILLORNONNOTIFYTHEENGINEERIFANYFILLORNONNOTIFYTHEENGINEERIFANYFILLORNON----NATIVE ORWELLNATIVEORWELLNATIVEORWELLNATIVEORWELL----DDDDRRRRAAAAIIIINNNNEEEEDDDD MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS. 12. 12. 12. 12. BBBBAAAACCCCKKKK FFFFIIIILLLLLLLL EEEEXXXXCCCCAAAAVVVVAAAATTTTIIIIOOOONNNNSSSS AAAASSSS SSSSOOOOOOOONNNN AAAASSSS PPPPOOOOSSSSSSSSIIIIBBBBLLLLEEEE.... CCCCOOOOMMMMPPPPAAAACCCCTTTT CCCCLLLLEEEEAAAANNNN SSSSOOOOIIIILLLL TTTTOOOO NNNNOOOOTTTT LLLLEEEESSSSSSSS TTTTHHHHAAAANNNN 99995555%%%% OOOOFFFF MMMMAAAAXXXXIIIIMMMMUUUUMMMM DDDDEEEENNNNSSSSIIIITTTTYYYY AAAATTTT OOOOPPPPTTTTIIIIMMMMUUUUMMMM MMMMOOOOIIIISSSSTTTTUUUURRRREEEE CONTENT.CONTENT.CONTENT.CONTENT. 13. 13. 13. 13. BBBBEEEEGGGGIIIINNNNIIIINNNNGGGG IIIIMMMMMMMMEEEEDDDDIIIIAAAATTTTLLLLYYYY AAAAFFFFTTTTEEEERRRR PPPPLLLLAAAACCCCEEEEMMMMEEEENNNNTTTT,,,, PPPPRRRROOOOTTTTEEEECCCCTTTT CCCCOOOONNNNCCCCRRRREEEETTTTEEEE FFFFRRRROOOOMMMM PPPPRRRREEEEMMMMAAAATTTTUUUURRRREEEE DDDDRRRRYYYYIIIINNNNGGGG,,,, EEEEXXXXCCCCEEEESSSSSSSSIIIIVVVVEEEELLLLYYYY HHHHOOOOTTTT AAAANNNNDDDD CCCCOOOOLLLLDDDD TTTTEEEEMMMMPPPPEEEERRRRAAAATTTTUUUURRRREEEESSSS AAAANNNNDDDD MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES. 14. 14. 14. 14. DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:DESIGN LOADS: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 40 PSFLIVE40PSFLIVE40PSFLIVE40PSFLIVE 10 PSFDEAD10PSFDEAD10PSFDEAD10PSFDEAD 2ND FLOOR: 30 PSFLIVE2NDFLOOR: 30 PSFLIVE2NDFLOOR: 30 PSFLIVE2NDFLOOR: 30 PSF LIVE 10 PSFDEAD10PSFDEAD10PSFDEAD10PSFDEAD SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING) ROOF LOAD: 10 PSFDEADROOFLOAD: 10 PSFDEADROOFLOAD: 10 PSFDEADROOFLOAD: 10 PSF DEAD WIND SPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECOND GUST SEISMIC DESIGN CATEGORY: BSEISMICDESIGN CATEGORY: BSEISMICDESIGNCATEGORY: BSEISMICDESIGNCATEGORY: B PRESUMPTIVE SOIL LOAD BEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000 PSF SOIL GROUP: GROUP1SOILGROUP: GROUP1SOILGROUP: GROUP1SOILGROUP: GROUP 1 15.15.15.15. JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBE SEALED.SEALED.SEALED.SEALED. 16.16.16.16. LLLLOOOOTTTT SSSSHHHHAAAALLLLLLLL BBBBEEEE GGGGRRRRAAAADDDDEEEEDDDD SSSSOOOO AAAASSSS TTTTOOOO DDDDRRRRAAAAIIIINNNN SSSSUUUURRRRFFFFAAAACCCCEEEE WWWWAAAATTTTEEEERRRR AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN....TTTTHHHHEEEE GGGGRRRRAAAADDDDEEEE AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN WWWWAAAALLLLLLLL SSSSHHHHAAAALLLLLLLL FFFFAAAALLLLLLLL AAAA MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN. 17.17.17.17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPER MMMMAAAANNNNUUUUFFFFAAAACCCCTTTTUUUURRRREEEERRRRSSSS SSSSPPPPEEEECCCCIIIIFFFFIIIICCCCAAAATTTTIIIIOOOONNNNSSSS....TTTTHHHHEEEE MMMMIIIINNNNIIIIMMMMUUUUMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG RRRREEEEQQQQUUUUIIIIRRRREEEEMMMMEEEENNNNTTTTSSSS SHALL BE : 4SHALL BE : 4SHALLBE : 4SHALLBE : 4----1/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 7----1/2''@I1/2''@I1/2''@I1/2''@ INNNNTTTTEEEERRRRMMMMEEEEDDDDIIIIAAAATTTTEEEE SSSSUUUUPPPPPPPPOOOORRRRTTTTSSSS.... 18.18.18.18. HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALL BBBBEEEE 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD NOSING.NOSING.NOSING.NOSING. 19.19.19.19. ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALL INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONE DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. RRRREEEEFFFFEEEERRRREEEENNNNCCCCEEEE SSSSEEEECCCCTTTTIIIIOOOONNNNSSSS RRRR333311114444 AAAANNNNDDDD R315 OF THE NYS RESIDENTIALCODER315OFTHENYSRESIDENTIALCODER315OFTHENYSRESIDENTIALCODER315OFTHENYSRESIDENTIALCODE 20.20.20.20. THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER ISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERIS CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED INCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDINCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDINCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDIN TTTTHHHHEEEE CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITY BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOT DIPPEDDIPPEDDIPPEDDIPPED GALVANIZED OR STAINLESS STEELGALVANIZEDORSTAINLESSSTEELGALVANIZEDORSTAINLESSSTEELGALVANIZEDORSTAINLESSSTEEL FFFFAAAASSSSTTTTEEEENNNNEEEERRRRSSSS AAAARRRREEEE RRRREEEEQQQQUUUUIIIIRRRREEEEDDDD.... 21.21.21.21. WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITH SSSSEEEECCCCTTTTIIIIOOOONNNN 333300008888 OOOOFFFF TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEE OOOOFFFF NNNNYYYY SSSSTTTTAAAATTTTEEEE.... 22.22.22.22. WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIR CCCCHHHHAAAANNNNGGGGEEEESSSS PPPPEEEERRRR HHHHOOOOUUUURRRR OOOORRRR LLLLEEEESSSSSSSS AAAASSSS DDDDEEEETTTTEEEERRRRMMMMIIIINNNNEEEEDDDD BBBBYYYY HHHHEEEE BBBBLLLLOOOOWWWWEEEERRRR DDDDOOOOOOOORRRR TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE HOUSEHOUSEHOUSEHOUSE MMMMEEEECCCCHHHHAAAANNNNIIIICCCCAAAALLLL VVVVEEEENNNNTTTTIIIILLLLAAAATTTTIIIIOOOONNNN IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH SSSSEEEECCCCTTTTIIIIOOOONNNN MMMM1111555500005555....4444....3333 OOOOFFFF THE 2020 RESIDENTIAL BUILDING CODE OF NYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATE 23.23.23.23. UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: FOR OPENINGS <3'00'':2FOROPENINGS <3'00'':2FOROPENINGS <3'00'':2FOROPENINGS <3'00'':2----PLY 2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUT 5'0'': 3<5'0'': 3<5'0'': 3<5'0'': 3----PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACK STUDS.STUDS.STUDS.STUDS. 24.24.24.24. CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOOR SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART. 25.25.25.25. WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIO OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1. 26.26.26.26. HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACH RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS. 27.27.27.27. MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWS MMMMOOOORRRREEEE THAN 400CFM.THAN 400CFM.THAN 400CFM.THAN 400CFM. 28.28.28.28. WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIRED LOCATIONS.LOCATIONS.LOCATIONS.LOCATIONS. 29.29.29.29. A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE GARAGE.GARAGE.GARAGE.GARAGE. 30.30.30.30. TTTTHHHHEEEE AAAATTTTTTTTIIIICCCC AAAACCCCCCCCEEEESSSSSSSS HHHHAAAATTTTCCCCHHHHWWWWAAAAYYYY WWWWIIIILLLLLLLL HHHHAAAAVVVVEEEE AAAA IIIINNNNSSSSUUUULLLLAAAATTTTIIIIOOOONNNN VVVVAAAALLLLUUUUEEEE EEEEQQQQUUUUAAAALLLL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEAL AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR. Douglas W. Adams Professional Engineer & Designer Cell (518) 683-6899 74 Rolling Hills Drive Gansevoort, New York 12831 Saratoga Engineering Design, PC email: saratogaengndesign@nycap.rr.com Residential/Commercial Design Plans DRAFT 1/ 1 3 2 0 2 5 2 5 0 2 0 P M C: 1 S E D P R O J E C T S D e n n i s G o s i e r R e v i t 1 2 1 4 2 0 2 4 D e n n i s G o s i e r F i r s t F l o o r A d d i t i o n r v t 9 119 Van Dam Street Saratoga Springs, New York 12866 Dennis & Tiffany Gosier BUILDINGBUILDINGBUILDINGBUILDING SECTIONSSECTIONSSECTIONSSECTIONS 3/8" = 1'-0" 1 MUDROOM SECTION 1/4" = 1'-0" 2 MODIFIED FIRST FLOOR FRAMING PLAN 1/4" = 1'-0" 3 STEP CEILING SECTION First Floor-Top of Sheathing (Match Existing)First Floor-Top of Sheathing (Match Existing) First Floor -Top of Plate (Match Existing)First Floor -Top of Plate (Match Existing) Top of NEW Fnd. Wall Top of NEW Fnd. Wall Top of Footing -NewTopofFooting -New 8' 5 1 2 2x10 @ 16" O.C. w/Blocking @ Mid-Spans 3/4'' T&G Advantech Sheathing 6 Mil Poly Vapor Barrier 4'' Thk. Concrete Floor Slab with Fibermesh Reinforcement R-30 Insulation 8'' Thk. Concrete Fnd. Wall R-21 FSK Blanket Insulation R-49 Batt Insulation w/Vapor Barrier & Proper Vent Strong Drive SDWC Truss Screw 50/10/10 NYS Approved Truss @ 24'' O.C. W/ 8'' Heel Asphalt Shingles 5/8'' OSB Roof Sheathing w/ 'H' Clips Ice & Water Sheild Grace or Equal Over Entire Roof Ridge Vent 2x6 Stud Wall @ 16'' O.C. SPF#2 7/16'' OSB Sheathing Tyvek House Wrap Horizontal Siding 8" Exposure(Hardie Board or Equal) R-21 Batt Insulation w/ Vapor Barrier 2x6 P.T. Sill Plate w/ Sill Sealer 1/2'' Dia. Steel Anchor Bolt @ 6' O.C. & 1' for Each Corner, 10' Lg. 10''x20'' Concrete Ftg. w/ (2) #4 Rebar Cont. Damp Proof to Grade 4 Rebar Cont. @ Midpoint and Top 4 Rebar @ 48'' O.C. Roof Trusses @ 24'' O.C. Undisturbed Earth 1/2" GWB Crown Molding (Match Existing) 1x8 Fascia Board (Match Existing) Vented Soffit (Hardie Soffit or Equal) NOTE: Existing Second Floor Window Ht. to be Verified Such That New Addition Roof Will Not Impede on Existing Second Floor Windows FOUNDATION TO FIRST FLOOR STAIRS: 13) RISERS @ 7.8'' = 8'-5 1/2'' 12) TREADS @ 9'' 3' - 1" 2)-Ply 1 3/4"x 9 1/4'' LVL 359.39 SF First Floor Addition 430.61 SF New Foundation 8' 5 1 2 11 1 2 7' 1 0 8' 5 1 2 11 1 2 7' 1 0 2) 1 3/4"x16" LVL Flush Header 2 1 /2 " / 1 2 " 8" H e e l Flashing b/w Home and New Roof DRAWING NUMBER PPPPrrrroooouuuuddddllllyyyy DDDDeeeessssiiiiggggnnnneeeedddd &&&& BBBBuuuuiiiilllltttt FFFFoooorrrr:::: ENGINEERING APPROVAL WHEN THIS ITEM IS STAMPED BY A LISCENSED PROFESSIONAL ENGINEER, IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW TITLE VIII ARTICLE 145 SECTION 7209 FOR ANY REASON UNLESS HE IS UNDER THE DIRECTION OF A LISCENSED ENGINEER TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL COMPLY WITH NEW YORK STATE EDUCATION LAWS. PROJECT NOTES:PROJECT NOTES:PROJECT NOTES:PROJECT NOTES: 1. 1. 1. 1. DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING. 2. 2. 2. 2. VVVVEEEERRRRIIIIFFFFYYYY AAAALLLLLLLL DDDDIIIIMMMMEEEENNNNSSSSIIIIOOOONNNNSSSS PPPPRRRRIIIIOOOORRRR TTTTOOOO CCCCOOOONNNNSSSSTTTTRRRRUUUUCCCCTTTTIIIIOOOONNNN.... NNNNOOOOTTTTIIIIFFFFYYYY OOOOWWWWNNNNEEEERRRR OOOOFFFF ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES. 3. 3. 3. 3. OOOOWWWWNNNNEEEERRRR &&&& CCCCOOOONNNNTTTTRRRRAAAACCCCTTTTOOOORRRR SSSSHHHHAAAALLLLLLLL CCCCOOOONNNNSSSSUUUULLLLTTTT AAAAPPPPPPPPLLLLIIIICCCCAAAABBBBLLLLEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEESSSS TTTTOOOO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALL REQUIREMENTS.REQUIREMENTS.REQUIREMENTS.REQUIREMENTS. 4. 4. 4. 4. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020 IIIIEEEECCCCCCCC NNNNYYYY SSSSTTTTAAAATTTTEEEE EEEENNNNEEEERRRRGGGGYYYY CCCCOOOODDDDEEEE AAAANNNNDDDD TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CODE OF NYSTATECODEOFNYSTATECODEOFNYSTATECODEOFNYSTATE 5. 5. 5. 5. AAAALLLLLLLL PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEESSSS,,,, DDDDRRRRAAAAIIIINNNNSSSS,,,, AAAAPPPPPPPPUUUURRRRTTTTEEEENNNNAAAANNNNCCCCEEEESSSS AAAANNNNDDDD AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEESSSS UUUUSSSSEEEEDDDD TTTTOOOO SSSSEEEERRRRVVVVIIIICCCCEEEE OOOORRRR DDDDIIIISSSSCCCCHHHHAAAARRRRGGGGEEEE LLLLIIIIQQQQUUUUIIIIDDDD WWWWAAAASSSSTTTTEEEESSSS OOOORRRR SSSSEEEEWWWWAAAAGGGGEEEE SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE DDDDRRRRAAAAIIIINNNNAAAAGGGGEEEE SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF TTTTHHHHEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG OOOORRRR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NYSTATERESIDENTIALCODEOFNYSTATERESIDENTIALCODEOFNYSTATERESIDENTIALCODEOFNYSTATE 6. 6. 6. 6. EEEEVVVVEEEERRRRYYYY PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEE,,,, DDDDEEEEVVVVIIIICCCCEEEE OOOORRRR AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEE RRRREEEEQQQQUUUUIIIIRRRRIIIINNNNGGGG OOOORRRR UUUUSSSSIIIINNNNGGGG WWWWAAAATTTTEEEERRRR FFFFOOOORRRR IIIITTTTSSSS PPPPRRRROOOOPPPPEEEERRRR OOOOPPPPEEEERRRRAAAATTTTIIIIOOOONNNN SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY OOOORRRR IIIINNNNDDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE WWWWAAAATTTTEEEERRRR SSSSUUUUPPPPPPPPLLLLYYYY IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE. 7. 7. 7. 7. TTTTHHHHEEEE PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE PPPPRRRROOOOVVVVIIIIDDDDEEEEDDDD WWWWIIIITTTTHHHH AAAA SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF VVVVEEEENNNNTTTT PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSO THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBE SSSSUUUUBBBBJJJJEEEECCCCTTTTEEEEDDDD TTTTOOOO PPPPRRRREEEESSSSSSSSUUUURRRREEEE DDDDIIIIFFFFFFFFEEEERRRREEEENNNNTTTTIIIIAAAALLLL OOOORRRR MMMMOOOORRRREEEE TTTTHHHHAAAANNNN 1111 IIIINNNNCCCCHHHH OOOOFFFF WWWWAAAATTTTEEEERRRR CCCCOOOOLLLLUUUUMMMMNNNN.... IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL CCCCOOOODDDDEEEE OOOOFFFF NY STATE.NY STATE.NY STATE.NY STATE. 8. 8. 8. 8. AAAALLLLLLLL EEEELLLLEEEECCCCTTTTRRRRIIIICCCCAAAALLLL SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE IIIINNNNSSSSTTTTAAAALLLLLLLLEEEEDDDD IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE. 9. 9. 9. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FOR CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP. 10. 10. 10. 10. ALL REINFORCING STEEL SHALL CONFORM WITH ASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTM A----666611115555 GGGGRRRRAAAADDDDEEEE 66660000.... 11. 11. 11. 11. NOTIFY THE ENGINEER IF ANY FILL ORNONNOTIFYTHEENGINEERIFANYFILLORNONNOTIFYTHEENGINEERIFANYFILLORNONNOTIFYTHEENGINEERIFANYFILLORNON----NATIVE ORWELLNATIVEORWELLNATIVEORWELLNATIVEORWELL----DDDDRRRRAAAAIIIINNNNEEEEDDDD MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS. 12. 12. 12. 12. BBBBAAAACCCCKKKK FFFFIIIILLLLLLLL EEEEXXXXCCCCAAAAVVVVAAAATTTTIIIIOOOONNNNSSSS AAAASSSS SSSSOOOOOOOONNNN AAAASSSS PPPPOOOOSSSSSSSSIIIIBBBBLLLLEEEE.... CCCCOOOOMMMMPPPPAAAACCCCTTTT CCCCLLLLEEEEAAAANNNN SSSSOOOOIIIILLLL TTTTOOOO NNNNOOOOTTTT LLLLEEEESSSSSSSS TTTTHHHHAAAANNNN 99995555%%%% OOOOFFFF MMMMAAAAXXXXIIIIMMMMUUUUMMMM DDDDEEEENNNNSSSSIIIITTTTYYYY AAAATTTT OOOOPPPPTTTTIIIIMMMMUUUUMMMM MMMMOOOOIIIISSSSTTTTUUUURRRREEEE CONTENT.CONTENT.CONTENT.CONTENT. 13. 13. 13. 13. BBBBEEEEGGGGIIIINNNNIIIINNNNGGGG IIIIMMMMMMMMEEEEDDDDIIIIAAAATTTTLLLLYYYY AAAAFFFFTTTTEEEERRRR PPPPLLLLAAAACCCCEEEEMMMMEEEENNNNTTTT,,,, PPPPRRRROOOOTTTTEEEECCCCTTTT CCCCOOOONNNNCCCCRRRREEEETTTTEEEE FFFFRRRROOOOMMMM PPPPRRRREEEEMMMMAAAATTTTUUUURRRREEEE DDDDRRRRYYYYIIIINNNNGGGG,,,, EEEEXXXXCCCCEEEESSSSSSSSIIIIVVVVEEEELLLLYYYY HHHHOOOOTTTT AAAANNNNDDDD CCCCOOOOLLLLDDDD TTTTEEEEMMMMPPPPEEEERRRRAAAATTTTUUUURRRREEEESSSS AAAANNNNDDDD MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES. 14. 14. 14. 14. DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:DESIGN LOADS: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 40 PSFLIVE40PSFLIVE40PSFLIVE40PSFLIVE 10 PSFDEAD10PSFDEAD10PSFDEAD10PSFDEAD 2ND FLOOR: 30 PSFLIVE2NDFLOOR: 30 PSFLIVE2NDFLOOR: 30 PSFLIVE2NDFLOOR: 30 PSF LIVE 10 PSFDEAD10PSFDEAD10PSFDEAD10PSFDEAD SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING) ROOF LOAD: 10 PSFDEADROOFLOAD: 10 PSFDEADROOFLOAD: 10 PSFDEADROOFLOAD: 10 PSF DEAD WIND SPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECOND GUST SEISMIC DESIGN CATEGORY: BSEISMICDESIGN CATEGORY: BSEISMICDESIGNCATEGORY: BSEISMICDESIGNCATEGORY: B PRESUMPTIVE SOIL LOAD BEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000 PSF SOIL GROUP: GROUP1SOILGROUP: GROUP1SOILGROUP: GROUP1SOILGROUP: GROUP 1 15.15.15.15. JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBE SEALED.SEALED.SEALED.SEALED. 16.16.16.16. LLLLOOOOTTTT SSSSHHHHAAAALLLLLLLL BBBBEEEE GGGGRRRRAAAADDDDEEEEDDDD SSSSOOOO AAAASSSS TTTTOOOO DDDDRRRRAAAAIIIINNNN SSSSUUUURRRRFFFFAAAACCCCEEEE WWWWAAAATTTTEEEERRRR AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN....TTTTHHHHEEEE GGGGRRRRAAAADDDDEEEE AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN WWWWAAAALLLLLLLL SSSSHHHHAAAALLLLLLLL FFFFAAAALLLLLLLL AAAA MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN. 17.17.17.17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPER MMMMAAAANNNNUUUUFFFFAAAACCCCTTTTUUUURRRREEEERRRRSSSS SSSSPPPPEEEECCCCIIIIFFFFIIIICCCCAAAATTTTIIIIOOOONNNNSSSS....TTTTHHHHEEEE MMMMIIIINNNNIIIIMMMMUUUUMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG RRRREEEEQQQQUUUUIIIIRRRREEEEMMMMEEEENNNNTTTTSSSS SHALL BE : 4SHALL BE : 4SHALLBE : 4SHALLBE : 4----1/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 7----1/2''@I1/2''@I1/2''@I1/2''@ INNNNTTTTEEEERRRRMMMMEEEEDDDDIIIIAAAATTTTEEEE SSSSUUUUPPPPPPPPOOOORRRRTTTTSSSS.... 18.18.18.18. HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALL BBBBEEEE 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD NOSING.NOSING.NOSING.NOSING. 19.19.19.19. ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALL INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONE DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. RRRREEEEFFFFEEEERRRREEEENNNNCCCCEEEE SSSSEEEECCCCTTTTIIIIOOOONNNNSSSS RRRR333311114444 AAAANNNNDDDD R315 OF THE NYS RESIDENTIALCODER315OFTHENYSRESIDENTIALCODER315OFTHENYSRESIDENTIALCODER315OFTHENYSRESIDENTIALCODE 20.20.20.20. THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER ISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERIS CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED INCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDINCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDINCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDIN TTTTHHHHEEEE CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITY BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOT DIPPEDDIPPEDDIPPEDDIPPED GALVANIZED OR STAINLESS STEELGALVANIZEDORSTAINLESSSTEELGALVANIZEDORSTAINLESSSTEELGALVANIZEDORSTAINLESSSTEEL FFFFAAAASSSSTTTTEEEENNNNEEEERRRRSSSS AAAARRRREEEE RRRREEEEQQQQUUUUIIIIRRRREEEEDDDD.... 21.21.21.21. WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITH SSSSEEEECCCCTTTTIIIIOOOONNNN 333300008888 OOOOFFFF TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEE OOOOFFFF NNNNYYYY SSSSTTTTAAAATTTTEEEE.... 22.22.22.22. WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIR CCCCHHHHAAAANNNNGGGGEEEESSSS PPPPEEEERRRR HHHHOOOOUUUURRRR OOOORRRR LLLLEEEESSSSSSSS AAAASSSS DDDDEEEETTTTEEEERRRRMMMMIIIINNNNEEEEDDDD BBBBYYYY HHHHEEEE BBBBLLLLOOOOWWWWEEEERRRR DDDDOOOOOOOORRRR TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE HOUSEHOUSEHOUSEHOUSE MMMMEEEECCCCHHHHAAAANNNNIIIICCCCAAAALLLL VVVVEEEENNNNTTTTIIIILLLLAAAATTTTIIIIOOOONNNN IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH SSSSEEEECCCCTTTTIIIIOOOONNNN MMMM1111555500005555....4444....3333 OOOOFFFF THE 2020 RESIDENTIAL BUILDING CODE OF NYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATE 23.23.23.23. UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: FOR OPENINGS <3'00'':2FOROPENINGS <3'00'':2FOROPENINGS <3'00'':2FOROPENINGS <3'00'':2----PLY 2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUT 5'0'': 3<5'0'': 3<5'0'': 3<5'0'': 3----PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACK STUDS.STUDS.STUDS.STUDS. 24.24.24.24. CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOOR SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART. 25.25.25.25. WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIO OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1. 26.26.26.26. HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACH RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS. 27.27.27.27. MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWS MMMMOOOORRRREEEE THAN 400CFM.THAN 400CFM.THAN 400CFM.THAN 400CFM. 28.28.28.28. WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIRED LOCATIONS.LOCATIONS.LOCATIONS.LOCATIONS. 29.29.29.29. A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE GARAGE.GARAGE.GARAGE.GARAGE. 30.30.30.30. TTTTHHHHEEEE AAAATTTTTTTTIIIICCCC AAAACCCCCCCCEEEESSSSSSSS HHHHAAAATTTTCCCCHHHHWWWWAAAAYYYY WWWWIIIILLLLLLLL HHHHAAAAVVVVEEEE AAAA IIIINNNNSSSSUUUULLLLAAAATTTTIIIIOOOONNNN VVVVAAAALLLLUUUUEEEE EEEEQQQQUUUUAAAALLLL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEAL AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR. Douglas W. Adams Professional Engineer & Designer Cell (518) 683-6899 74 Rolling Hills Drive Gansevoort, New York 12831 Saratoga Engineering Design, PC email: saratogaengndesign@nycap.rr.com Residential/Commercial Design Plans DRAFT 1/ 1 3 2 0 2 5 2 5 0 2 1 P M C: 1 S E D P R O J E C T S D e n n i s G o s i e r R e v i t 1 2 1 4 2 0 2 4 D e n n i s G o s i e r F i r s t F l o o r A d d i t i o n r v t 10 119 Van Dam Street Saratoga Springs, New York 12866 Dennis & Tiffany Gosier BUILDINGBUILDINGBUILDINGBUILDING SECTIONSSECTIONSSECTIONSSECTIONS 3/8" = 1'-0" 1 STAIR SECTION Existing Porch Existing 2 Story Home New 1 Story Addition New Porch 5° 43' 16" 150. 00' S W 84° 19' 55" 50.00' S E 5° 43' 16" 150. 00' N E 84° 19' 55" 50.00' N W Van Dam Street Pine Alley 7.00 5.00 10. 00 25. 00 10' Setback 7' Setback 5' Setback 25' Setback Area 0.172 ACRES +/- 7,500 S.F. +/- 14. 73 6.83 12.96 12.94 12.93 7.94 6.31 13.31 13.29 43. 1747. 17 4.873.22 10.22 9.87 DRAWING NUMBER PPPPrrrroooouuuuddddllllyyyy DDDDeeeessssiiiiggggnnnneeeedddd &&&& BBBBuuuuiiiilllltttt FFFFoooorrrr:::: ENGINEERING APPROVAL WHEN THIS ITEM IS STAMPED BY A LISCENSED PROFESSIONAL ENGINEER, IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW TITLE VIII ARTICLE 145 SECTION 7209 FOR ANY REASON UNLESS HE IS UNDER THE DIRECTION OF A LISCENSED ENGINEER TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL COMPLY WITH NEW YORK STATE EDUCATION LAWS. PROJECT NOTES:PROJECT NOTES:PROJECT NOTES:PROJECT NOTES: 1. 1. 1. 1. DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.DO NOT SCALE DRAWING. 2. 2. 2. 2. VVVVEEEERRRRIIIIFFFFYYYY AAAALLLLLLLL DDDDIIIIMMMMEEEENNNNSSSSIIIIOOOONNNNSSSS PPPPRRRRIIIIOOOORRRR TTTTOOOO CCCCOOOONNNNSSSSTTTTRRRRUUUUCCCCTTTTIIIIOOOONNNN.... NNNNOOOOTTTTIIIIFFFFYYYY OOOOWWWWNNNNEEEERRRR OOOOFFFF ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES.ANY DISCREPANCIES. 3. 3. 3. 3. OOOOWWWWNNNNEEEERRRR &&&& CCCCOOOONNNNTTTTRRRRAAAACCCCTTTTOOOORRRR SSSSHHHHAAAALLLLLLLL CCCCOOOONNNNSSSSUUUULLLLTTTT AAAAPPPPPPPPLLLLIIIICCCCAAAABBBBLLLLEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEESSSS TTTTOOOO ENSURE THE INFORMATION ON THIS DRAWING CONFORMS TO ALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALLENSURETHEINFORMATIONONTHISDRAWINGCONFORMSTOALL REQUIREMENTS.REQUIREMENTS.REQUIREMENTS.REQUIREMENTS. 4. 4. 4. 4. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020THESEPLANSANDSPECIFICATIONSAREINCOMPLIANCEWITH2020 IIIIEEEECCCCCCCC NNNNYYYY SSSSTTTTAAAATTTTEEEE EEEENNNNEEEERRRRGGGGYYYY CCCCOOOODDDDEEEE AAAANNNNDDDD TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CODE OF NYSTATECODEOFNYSTATECODEOFNYSTATECODEOFNYSTATE 5. 5. 5. 5. AAAALLLLLLLL PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEESSSS,,,, DDDDRRRRAAAAIIIINNNNSSSS,,,, AAAAPPPPPPPPUUUURRRRTTTTEEEENNNNAAAANNNNCCCCEEEESSSS AAAANNNNDDDD AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEESSSS UUUUSSSSEEEEDDDD TTTTOOOO SSSSEEEERRRRVVVVIIIICCCCEEEE OOOORRRR DDDDIIIISSSSCCCCHHHHAAAARRRRGGGGEEEE LLLLIIIIQQQQUUUUIIIIDDDD WWWWAAAASSSSTTTTEEEESSSS OOOORRRR SSSSEEEEWWWWAAAAGGGGEEEE SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE DDDDRRRRAAAAIIIINNNNAAAAGGGGEEEE SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF TTTTHHHHEEEE BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG OOOORRRR PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020PREMISES, IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NYSTATERESIDENTIALCODEOFNYSTATERESIDENTIALCODEOFNYSTATERESIDENTIALCODEOFNYSTATE 6. 6. 6. 6. EEEEVVVVEEEERRRRYYYY PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG FFFFIIIIXXXXTTTTUUUURRRREEEE,,,, DDDDEEEEVVVVIIIICCCCEEEE OOOORRRR AAAAPPPPPPPPLLLLIIIIAAAANNNNCCCCEEEE RRRREEEEQQQQUUUUIIIIRRRRIIIINNNNGGGG OOOORRRR UUUUSSSSIIIINNNNGGGG WWWWAAAATTTTEEEERRRR FFFFOOOORRRR IIIITTTTSSSS PPPPRRRROOOOPPPPEEEERRRR OOOOPPPPEEEERRRRAAAATTTTIIIIOOOONNNN SSSSHHHHAAAALLLLLLLL BBBBEEEE DDDDIIIIRRRREEEECCCCTTTTLLLLYYYY OOOORRRR IIIINNNNDDDDIIIIRRRREEEECCCCTTTTLLLLYYYY CCCCOOOONNNNNNNNEEEECCCCTTTTEEEEDDDD TTTTOOOO TTTTHHHHEEEE WWWWAAAATTTTEEEERRRR SSSSUUUUPPPPPPPPLLLLYYYY IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE.RESIDENTIAL CODE OF NY STATE. 7. 7. 7. 7. TTTTHHHHEEEE PPPPLLLLUUUUMMMMBBBBIIIINNNNGGGG SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE PPPPRRRROOOOVVVVIIIIDDDDEEEEDDDD WWWWIIIITTTTHHHH AAAA SSSSYYYYSSSSTTTTEEEEMMMM OOOOFFFF VVVVEEEENNNNTTTT PIPING THAT WILL ALLOW THE ADMISSION OR EMISSION OF AIR SOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSOPIPINGTHATWILLALLOWTHEADMISSIONOREMISSIONOFAIRSO THAT THE LIQUID SEAL OF ANY FIXTURE TRAP SHALL NOT BETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBETHATTHELIQUIDSEALOFANYFIXTURETRAPSHALLNOTBE SSSSUUUUBBBBJJJJEEEECCCCTTTTEEEEDDDD TTTTOOOO PPPPRRRREEEESSSSSSSSUUUURRRREEEE DDDDIIIIFFFFFFFFEEEERRRREEEENNNNTTTTIIIIAAAALLLL OOOORRRR MMMMOOOORRRREEEE TTTTHHHHAAAANNNN 1111 IIIINNNNCCCCHHHH OOOOFFFF WWWWAAAATTTTEEEERRRR CCCCOOOOLLLLUUUUMMMMNNNN.... IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL CCCCOOOODDDDEEEE OOOOFFFF NY STATE.NY STATE.NY STATE.NY STATE. 8. 8. 8. 8. AAAALLLLLLLL EEEELLLLEEEECCCCTTTTRRRRIIIICCCCAAAALLLL SSSSYYYYSSSSTTTTEEEEMMMM SSSSHHHHAAAALLLLLLLL BBBBEEEE IIIINNNNSSSSTTTTAAAALLLLLLLLEEEEDDDD IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE.THE 2020 RESIDENTIAL BUILDING CODE OF NY STATE. 9. 9. 9. 9. CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 4000 PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSICONCRETESHALLOBTAINACOMPRESSIVESTRENGTHOF4000PSI WITHIN 28 DAYS AND SHALL HAVE A MAXIMUM SLUMP OF 4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FORWITHIN28DAYSANDSHALLHAVEAMAXIMUMSLUMPOF4'' FOR CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP.CONCRETE SLABS AND 2'' FOR RAMP. 10. 10. 10. 10. ALL REINFORCING STEEL SHALL CONFORM WITH ASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTMAALLREINFORCINGSTEELSHALLCONFORMWITHASTM A----666611115555 GGGGRRRRAAAADDDDEEEE 66660000.... 11. 11. 11. 11. NOTIFY THE ENGINEER IF ANY FILL ORNONNOTIFYTHEENGINEERIFANYFILLORNONNOTIFYTHEENGINEERIFANYFILLORNONNOTIFYTHEENGINEERIFANYFILLORNON----NATIVE ORWELLNATIVEORWELLNATIVEORWELLNATIVEORWELL----DDDDRRRRAAAAIIIINNNNEEEEDDDD MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS.MATERIAL IS ENCOUNTERED AT SUB GRADE ELEVATIONS. 12. 12. 12. 12. BBBBAAAACCCCKKKK FFFFIIIILLLLLLLL EEEEXXXXCCCCAAAAVVVVAAAATTTTIIIIOOOONNNNSSSS AAAASSSS SSSSOOOOOOOONNNN AAAASSSS PPPPOOOOSSSSSSSSIIIIBBBBLLLLEEEE.... CCCCOOOOMMMMPPPPAAAACCCCTTTT CCCCLLLLEEEEAAAANNNN SSSSOOOOIIIILLLL TTTTOOOO NNNNOOOOTTTT LLLLEEEESSSSSSSS TTTTHHHHAAAANNNN 99995555%%%% OOOOFFFF MMMMAAAAXXXXIIIIMMMMUUUUMMMM DDDDEEEENNNNSSSSIIIITTTTYYYY AAAATTTT OOOOPPPPTTTTIIIIMMMMUUUUMMMM MMMMOOOOIIIISSSSTTTTUUUURRRREEEE CONTENT.CONTENT.CONTENT.CONTENT. 13. 13. 13. 13. BBBBEEEEGGGGIIIINNNNIIIINNNNGGGG IIIIMMMMMMMMEEEEDDDDIIIIAAAATTTTLLLLYYYY AAAAFFFFTTTTEEEERRRR PPPPLLLLAAAACCCCEEEEMMMMEEEENNNNTTTT,,,, PPPPRRRROOOOTTTTEEEECCCCTTTT CCCCOOOONNNNCCCCRRRREEEETTTTEEEE FFFFRRRROOOOMMMM PPPPRRRREEEEMMMMAAAATTTTUUUURRRREEEE DDDDRRRRYYYYIIIINNNNGGGG,,,, EEEEXXXXCCCCEEEESSSSSSSSIIIIVVVVEEEELLLLYYYY HHHHOOOOTTTT AAAANNNNDDDD CCCCOOOOLLLLDDDD TTTTEEEEMMMMPPPPEEEERRRRAAAATTTTUUUURRRREEEESSSS AAAANNNNDDDD MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES.MECHANICAL DISTURBANCES. 14. 14. 14. 14. DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:DESIGN LOADS: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 1ST FLOOR: 40 PSFLIVE40PSFLIVE40PSFLIVE40PSFLIVE 10 PSFDEAD10PSFDEAD10PSFDEAD10PSFDEAD 2ND FLOOR: 30 PSFLIVE2NDFLOOR: 30 PSFLIVE2NDFLOOR: 30 PSFLIVE2NDFLOOR: 30 PSF LIVE 10 PSFDEAD10PSFDEAD10PSFDEAD10PSFDEAD SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING)SNOW LOADS: 50 PSF LIVE (GROUND SNOW LOADING) ROOF LOAD: 10 PSFDEADROOFLOAD: 10 PSFDEADROOFLOAD: 10 PSFDEADROOFLOAD: 10 PSF DEAD WIND SPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECONDGUSTWINDSPEED: 115 MDP, 3 SECOND GUST SEISMIC DESIGN CATEGORY: BSEISMICDESIGN CATEGORY: BSEISMICDESIGNCATEGORY: BSEISMICDESIGNCATEGORY: B PRESUMPTIVE SOIL LOAD BEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000PSFPRESUMPTIVESOILLOADBEARING: 2,000 PSF SOIL GROUP: GROUP1SOILGROUP: GROUP1SOILGROUP: GROUP1SOILGROUP: GROUP 1 15.15.15.15. JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THEJOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBEBUILDINGENVELOPETHATARESOURCESOFAIRLEAKAGEMUSTBE SEALED.SEALED.SEALED.SEALED. 16.16.16.16. LLLLOOOOTTTT SSSSHHHHAAAALLLLLLLL BBBBEEEE GGGGRRRRAAAADDDDEEEEDDDD SSSSOOOO AAAASSSS TTTTOOOO DDDDRRRRAAAAIIIINNNN SSSSUUUURRRRFFFFAAAACCCCEEEE WWWWAAAATTTTEEEERRRR AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN....TTTTHHHHEEEE GGGGRRRRAAAADDDDEEEE AAAAWWWWAAAAYYYY FFFFRRRROOOOMMMM FFFFOOOOUUUUNNNNDDDDAAAATTTTIIIIOOOONNNN WWWWAAAALLLLLLLL SSSSHHHHAAAALLLLLLLL FFFFAAAALLLLLLLL AAAA MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN.MINIMUM OF 6''WITHIN THE FIRST 10 FEET OF RUN. 17.17.17.17. CONTRACTOR SHALL ASSEMBLE AND INSTALL MICROLLAM BEAMS PERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPERCONTRACTORSHALLASSEMBLEANDINSTALLMICROLLAMBEAMSPER MMMMAAAANNNNUUUUFFFFAAAACCCCTTTTUUUURRRREEEERRRRSSSS SSSSPPPPEEEECCCCIIIIFFFFIIIICCCCAAAATTTTIIIIOOOONNNNSSSS....TTTTHHHHEEEE MMMMIIIINNNNIIIIMMMMUUUUMMMM BBBBEEEEAAAARRRRIIIINNNNGGGG RRRREEEEQQQQUUUUIIIIRRRREEEEMMMMEEEENNNNTTTTSSSS SHALL BE : 4SHALL BE : 4SHALLBE : 4SHALLBE : 4----1/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 71/2'' @ ENDS & 7----1/2''@I1/2''@I1/2''@I1/2''@ INNNNTTTTEEEERRRRMMMMEEEEDDDDIIIIAAAATTTTEEEE SSSSUUUUPPPPPPPPOOOORRRRTTTTSSSS.... 18.18.18.18. HANDRAILS SHALL BE PROVIDED ON ATLEAST ONE SIDE OF EACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACHHANDRAILSSHALLBEPROVIDEDONATLEASTONESIDEOFEACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALLSTAIRWAYWITHTWOORMORERISERS. HANDRAIL HEIGHT SHALL BBBBEEEE 34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD34''MINIMUM AND 38''MAXIMUM AS MEASURED ABOVE STAIRTREAD NOSING.NOSING.NOSING.NOSING. 19.19.19.19. ALL SMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCALALLSMOKE/CO/HEAT DETECTORS SHALL BE INSTALLED PER LOCAL CODES AND NATIONAL ELECTRICAL CODE STANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALLCODESANDNATIONALELECTRICALCODESTANDARDS. THIS SHALL INCLUDE THAT ALL DETECTORS BE HARDWIRED SUCH THAT IF ONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONEINCLUDETHATALLDETECTORSBEHARDWIREDSUCHTHATIFONE DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. DETECTOR ALARMS, THEY ALL ALARM. RRRREEEEFFFFEEEERRRREEEENNNNCCCCEEEE SSSSEEEECCCCTTTTIIIIOOOONNNNSSSS RRRR333311114444 AAAANNNNDDDD R315 OF THE NYS RESIDENTIALCODER315OFTHENYSRESIDENTIALCODER315OFTHENYSRESIDENTIALCODER315OFTHENYSRESIDENTIALCODE 20.20.20.20. THE ACQ OR AC TREATMENT IN PRESSURE TREATED LUMBER ISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERISTHEACQORACTREATMENTINPRESSURETREATEDLUMBERIS CORROSIVE AND WILL IMPACT THE TYPE OF FASTENERS USED INCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDINCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDINCORROSIVEANDWILLIMPACTTHETYPEOFFASTENERSUSEDIN TTTTHHHHEEEE CONSTRUCTION OF THE EXTERIOR DECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITYCONSTRUCTIONOFTHEEXTERIORDECK. THEREFORE,COMPATIBILITY BETWEEN THE FASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) ANDBETWEENTHEFASTENERS (I.E. PLATES, NAILS, BOLTS, ECT.) AND PRESSURE TREATED LUMBER DESERVES SPECIAL ATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOTPRESSURETREATEDLUMBERDESERVESSPECIALATTENTION. HOT DIPPEDDIPPEDDIPPEDDIPPED GALVANIZED OR STAINLESS STEELGALVANIZEDORSTAINLESSSTEELGALVANIZEDORSTAINLESSSTEELGALVANIZEDORSTAINLESSSTEEL FFFFAAAASSSSTTTTEEEENNNNEEEERRRRSSSS AAAARRRREEEE RRRREEEEQQQQUUUUIIIIRRRREEEEDDDD.... 21.21.21.21. WINDOW GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITHWINDOWGLAZINGINHAZARDOUSLOCATIONSSHALLCOMPLYWITH SSSSEEEECCCCTTTTIIIIOOOONNNN 333300008888 OOOOFFFF TTTTHHHHEEEE 2222000022220000 RRRREEEESSSSIIIIDDDDEEEENNNNTTTTIIIIAAAALLLL BBBBUUUUIIIILLLLDDDDIIIINNNNGGGG CCCCOOOODDDDEEEE OOOOFFFF NNNNYYYY SSSSTTTTAAAATTTTEEEE.... 22.22.22.22. WHERE THE AIR INFILTRATION RATE OF THE DWELLING IS 3 AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIRWHERETHEAIRINFILTRATIONRATEOFTHEDWELLINGIS3AIR CCCCHHHHAAAANNNNGGGGEEEESSSS PPPPEEEERRRR HHHHOOOOUUUURRRR OOOORRRR LLLLEEEESSSSSSSS AAAASSSS DDDDEEEETTTTEEEERRRRMMMMIIIINNNNEEEEDDDD BBBBYYYY HHHHEEEE BBBBLLLLOOOOWWWWEEEERRRR DDDDOOOOOOOORRRR TEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLETEST, THE DWELLING SHALL BE PROVIDED WITH WHOLE HOUSEHOUSEHOUSEHOUSE MMMMEEEECCCCHHHHAAAANNNNIIIICCCCAAAALLLL VVVVEEEENNNNTTTTIIIILLLLAAAATTTTIIIIOOOONNNN IIIINNNN AAAACCCCCCCCOOOORRRRDDDDAAAANNNNCCCCEEEE WWWWIIIITTTTHHHH SSSSEEEECCCCTTTTIIIIOOOONNNN MMMM1111555500005555....4444....3333 OOOOFFFF THE 2020 RESIDENTIAL BUILDING CODE OF NYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATETHE2020RESIDENTIALBUILDINGCODEOFNYSTATE 23.23.23.23. UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: UNLESS OTHERWISE NOTED WINDOW & DOOR HEADERS SHALL BE: FOR OPENINGS <3'00'':2FOROPENINGS <3'00'':2FOROPENINGS <3'00'':2FOROPENINGS <3'00'':2----PLY 2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUTPLY2X10, FOR OPENINGS >3'0'' BUT 5'0'': 3<5'0'': 3<5'0'': 3<5'0'': 3----PLY 2X10 ALL HEADERS SHALL HAVE DOUBLE JACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACKPLY2X10ALLHEADERSSHALLHAVEDOUBLEJACK STUDS.STUDS.STUDS.STUDS. 24.24.24.24. CONTROL JOINTS ARE REQUIRED TO BE SAWN IN BASEMENT FLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOORCONTROLJOINTSAREREQUIREDTOBESAWNINBASEMENTFLOOR SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART.SLAB. JOINTS SHOULD BE SPACED B/W 10' AND 15' APART. 25.25.25.25. WHERE THE FLOOR JOISTS OVERHANG THE FOUNDATION THE RATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIOWHERETHEFLOORJOISTSOVERHANGTHEFOUNDATIONTHERATIO OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1.OF BACK SPAN TO CANTILEVER SHALL NOT BE LESS THAN 3:1. 26.26.26.26. HURRICANE CLIPS OR UPLIFT SCREWS WILL BE USED AT EACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACHHURRICANECLIPSORUPLIFTSCREWSWILLBEUSEDATEACH RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS.RAFTER OR TRUSS. 27.27.27.27. MAKE UP AIR WILL BE PROVIDED FOR RANGE HOOD THAT DRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWSMAKEUPAIRWILLBEPROVIDEDFORRANGEHOODTHATDRAWS MMMMOOOORRRREEEE THAN 400CFM.THAN 400CFM.THAN 400CFM.THAN 400CFM. 28.28.28.28. WINDOW CONTROL DEVICES WILL BE USED IN THE REQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIREDWINDOWCONTROLDEVICESWILLBEUSEDINTHEREQUIRED LOCATIONS.LOCATIONS.LOCATIONS.LOCATIONS. 29.29.29.29. A MIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THEAMIN. OF A 6'' DROP IN GRADE WILL BE REQUIRED OUT OF THE GARAGE.GARAGE.GARAGE.GARAGE. 30.30.30.30. TTTTHHHHEEEE AAAATTTTTTTTIIIICCCC AAAACCCCCCCCEEEESSSSSSSS HHHHAAAATTTTCCCCHHHHWWWWAAAAYYYY WWWWIIIILLLLLLLL HHHHAAAAVVVVEEEE AAAA IIIINNNNSSSSUUUULLLLAAAATTTTIIIIOOOONNNN VVVVAAAALLLLUUUUEEEE EEEEQQQQUUUUAAAALLLL IN R VALUE TO THE ATTIC SPACE AND WILL HAVE A GASKET SEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEALINRVALUETOTHEATTICSPACEANDWILLHAVEAGASKETSEAL AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR.AT THE ACCESS DOOR. Douglas W. Adams Professional Engineer & Designer Cell (518) 683-6899 74 Rolling Hills Drive Gansevoort, New York 12831 Saratoga Engineering Design, PC email: saratogaengndesign@nycap.rr.com Residential/Commercial Design Plans DRAFT 1/ 1 3 2 0 2 5 2 5 0 2 2 P M C: 1 S E D P R O J E C T S D e n n i s G o s i e r R e v i t 1 2 1 4 2 0 2 4 D e n n i s G o s i e r F i r s t F l o o r A d d i t i o n r v t 11 119 Van Dam Street Saratoga Springs, New York 12866 Dennis & Tiffany Gosier SITEPLANSITEPLANSITEPLANSITEPLAN 1" = 10'-0" 1 S I T E P L A N