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Finegold -Elevations14. AL L M AT E RIAL S US ED F OR F RA M IN G I N D IR EC T C O NTAC T WIT H CO N CR ET E 5/8" T&G ZIP AD VAN TE C H R OO F SH EATH I NG M IN I M UM CO N CR ET E ST RE N GT H SH AL L B E 3000 PS I @ 28 D AYS. (AS AP PL ICABLE) GR AD E S H A LL D RO P A M IN IMU M O F 6 " W IT H I N T HE F IR S T 10 F EE T TO D RA I N S UR FA CE WAT ER F RO M F OU N DATIO N. IF N E ED ED S WA L ES S HA L L BE C O NS TR U CT ED TO EN SU R E D R AI NA GE AWAY FR OM ST RU C T U R E TO A C O L L EC TIO N PO I NT T HAT D OE S NO T C RE AT E A H A Z AR D. AL L C ON C RE TE R EIN FO RC EME NT S H ALL BE A S T M GR A DE 40 OR B E T TE R AN CH O R BO LT S (1/2" X 12" M IN I M UM ) S HA L L BE I NS TA LL ED @ M AXIM U M 2 x 4 S PF #2 T RU SS B RA CIN G 8" RE I NF OR C E D C ON C RE T E FOU ND AT IO N WA L L (BL O CK O R PO UR ED) O R C OM PAC TE D GR AVEL G E N E R A L N O T E S : F O U N D AT I O N M AT E R I A L: RE QU I R E P ER C OD E. AL U MIN UM FAS CIA C OIL S TOC K All Construction, Mechanical, Electrical, Plumbing, Insulation to comply with: N YS R ES ID EN T I AL B UIL DIN G COD E 2020 Developed as a derivative of2018 edition IR C ( International Residential Code) I F R EQU I RE D PR OV ID E AP PR OV ED B IT U M IN O US FOU ND AT IO N DA M P-PR OO FIN G BE L O W GR AD E. #4 R EB AR S CO NT IN UO U S. F OO TIN GS S HA LL BE ST EP PE D AS SIT E C O ND I T IO N S 6'-0" ON C EN T ER A ND 12" F RO M C OR N ER S AN D J O IN T S. 3/4" EXT. GR AD E T&G AD VAN T E CH S UB FL OO R C ON S T R U CT I ON A DH ES I VE FO R SH EAT HIN G CE NT E RE D ON 16 X 8" DE EP C ON T IN U OU S CO N CR ET E FO OT IN G WIT H (2) A ND S I T E C ON D IT I ON S. 2. M O I S T UR E BA RR I ER, A ND P O RO US F IL L A S RE QU I RE D BY L O CA L C OD ES DE SIG N US E. A CT U AL WAL L & FO OT I NG D I M EN SIO NS M AY VA RY D EPE N DIN G RO OF TR U SSE S @ 24" O.C. H EE L TO MAT CH R A F T ER w/ RT7 A NC H OR C LIPS E AC H EN D OF TR U SS GIR DE R T RU S S TO SU PPORT G LU-L AM RID GE BE AM RID GE BE AM 5-1/8" X 12-3/8" GL U-LA MFOUNDATION P LA N AN D R E LAT ED A PPU RT E N AN CE S A R E F OR N O RT H ER N 3. AL L F OO TIN G S S HA LL BE BE L O W FR O ST A ND B EA R ON U N DIST U RB ED S OIL. PAI NT E D ME TAL DR I P ED GE WA L L M AT E R I A L: 6. PR O V I DE A CC ES S TO AL L ATT IC AR EA S AB OV E C E I LIN GS I N AL L R OOF LIN ES PE R COD E - M I NIM UM OP EN I NG S IZ E: 22" x 30" 2 x 6 SP F ST U DS @ 16" O.C. SH AL L B E IN C OMP L IAN C E WIT H LO CA L C O DE S A ND S I TE C ON D I T IO NS. NORT HE RN D ES I GN A SSU M ES N O RE SP ON SIBIL IT Y F O R CO N T R AC TOR S R-49 IN SU LAT I ON 4" C O NC R ET E SLA B F L OO R COD ES. I NT ER I OR WAL LS TO B E 2 X 4 @ 16" O.C. UN L ESS N OT E D OT H E RW IS E5-1/2" (R-21) H P FG. IN SU L AT I ON C AR BO N M ON OX I DE AL AR M S SH AL L BE P RO VID ED I N T HE F OL L O WIN G LO C AT I ON S: A.W IT H IN E AC H D WE LL I NG U NIT ON E AC H STO RY CO NTA I NIN G A S L EE PIN G AR EA, WIT HIN 15 FEE T O F T H E SL EEP I NG A RE A. M OR E T H AN O NE C AR BO N MON OX ID E AL AR M S HA L L B E PR OV ID E D WH ER E NE CE SSA RY TO A SS UR E T HAT N O SL EE PI NG A R E A ON A S TO RY IS M OR E T HA N 15 F EE T AWAY F RO M A CA RB ON M O NOXID E AL A R M. B.ON A NY STO RY O F A D WE LL IN G U NIT T HAT C ON TAIN S A C AR BO N M ON O XI DE S OU RC E. FAIL UR E TO C OM P LY WIT H PR I OR C LIE NT CO NT R AC T O R AP PLIC AB LE AL L N OT ES R EG AR D IN G R EI N F O RC EM EN T OF ST R UC T UR AL CO N CR ET E COM PO N E N T S A RE FO R R EF E R E N CE O NLY. AC T UA L R EIN FO RC EME NT F L O OR A ND R O OF T R US S DR AW I NG S STAM P E D BY NYS ENG I NE ER PR O VI D E D BY M AN UFA CT U RE R 16" D E EP F L O OR T RU SS ES @ 16"oc B OT H FL O OR S G E N E R A L N O T E S : 7.B EA M H AS CA M BE R AN D M US T BE I NS TAL L ED WIT H CR OWN U P. S HIM P O CK E T F OR P RO PE R PO ST HE IG H T AS A PP LIC ABL E 8. BE AR IN G C APAC I T Y OF 2500 PSF. IF A CT U A L C O ND I TIO NS VARY, CL I E N T OR E A C H WAY. (T YPI C A L 3 LO C AT I ON S) 2X4 / 2X6 S PF T R US S BR AC IN G EXIT TO DAYLIG HT OR A PPR O VE D DR AIN AG E P I T. AL L H EA DE RS A BO VE BE AR IN G O PE NIN GS TO BE 2-2X10 SP F #2 U NL ES S N O T E D OT H ERW IS E. N ON B EAR IN G OP E N IN G H EAD E RS 2-2X6 SH AL L B E A CQ P RE SS UR E T R E AT E D . 16" x 8" D EE P CO N T IN UOU S C O NC. FO OT IN G 24" X 24" X 12" DE EP C ON C RE TE PAD R EIN FO RC ED WIT H (3) #4 R EBA RS 9. NORT HE RN D ES I GN F OU ND ATIO N D E SIG NS A RE BA SE D ON M IN IMU M S OIL 2 x 6 SP F #2 R AF T E RS @ 24" O.C. @ PO RC H & ROO F B AN D 1-7/16" R-6 Z I P AD VA NT E CH S HE AT H IN G F L O O R M AT E R I A L: 8" CO NC R ET E F O UN D AT I ON WAL L EX T E RIO R WA L LS TO B E 2 X 6 @ 16" O.C. UN L E SS N OT ED OT HE RWIS E UP ON L O CA L C OD ES A ND/O R C L I EN T/C ON T RA CTO R AR RA N GE ME NT S. 2 x 6 AC Q T R EATE D SIL L PL AT E w/ F OA M SIL L S EAL ER R-19 B AS EM EN T P ER IME TE R WA L L IN SU L AT I ON. U SE ON LY D I ME NS I ON S SH OWN, DO N OT SC AL E P LA NS K IT C HE N, B AT H, A N D DRYER E XH AU ST A LL TO VE N T TO E XT ER I OR 4" CO NC R ET E SL A B FL OO R SH AL L B E P OU R ED O VE R UN D IS TU R BE D S O IL VIN YL S OF F I T, VE N T E D @ E AV ES, S OL ID @ R AK E S 1. TA PE FOR ZIP S HE AT H IN G SE AM S S D CON TR AC TO R MU ST CON SU LT WIT H LOC AL E N GIN EER F OR DE S I GN C R IT E RIA. 5. 10. IF R EQ U IR ED, PR OV I DE C ON T IN U OU S FO OT IN G DR AIN S @ PE R IM E T E R WIT H F I LT E R FAB RIC O VER GR AV EL BED. P IT C H DR AIN S M IN I M UM 6" IN 100' A ND 4. 12. E AV E M AT E R I A L : AN D I NS TALL ED P ER IN DU ST RY S TA N DA RD S. 13. 8-1/4" H AR DIE PLA NK S ID I NG @ 7" EX PO SU RE W OO DGR AI N T EX T UR E 5/4 X 6 / 5/4 X5 P VC C OR N ER S WO O DG RA I N T EX T U R E 2 x 4 SP F #2 C EILIN G JO IS T @ 24" O C, POR CH 30YR AR CH I T E C T U R AL ROO FIN G S H IN G L E S IC E & WAT ER S HIE L D, E N T IR E RO OF PE R MA NE NT PO ST I NG O F CE RT IF IC AT E S A S R EQ UIR ED B Y C OD E. CO 11. CO NT R AC TOR IS R ESP ON SIB L E FO R LOC AT I ON A N D DE SI GN OF U ND ER- SLA B PL UM BIN G/HE AT IN G F I XT U RE S IF R EQ UIR ED. 2 x 6 S P F #2 S UB FAS CIA & R AKE 1X3 FU R RIN G T R IM @ FA SC I A & R A K E SM O KE AL AR M S S HA LL BE I NS TAL L ED IN TH E FO LL OWIN G LO CAT I ON S: 1.I N EAC H S L EE PIN G RO O M. 2.OU T SID E E AC H SE PA RAT E S LE EPIN G AR EA I N T H E I MME DIATE V IC IN IT Y OF T H E B ED R OO M S. R O O F M AT E R I A L : PRO VID E A LL M EC HA NIC AL, E LE CT R IC AL, AN D R EQ UIR ED TE ST S PE R CO DE. 5/4 X 4 P V C T R I M @ EAVE & R AK E SO F FIT AL L WO OD P L ATE S IN C O NTA CT WIT H C ON CR ET E TO B E P R E SS UR E T R EAT E D AC Q ALL GRADE LINES SHOWN ARE FOR GRAPHICAL REPRESENTATION ONLY AND MAY NOT REFLECT ACTUAL SITE CONDITIONS. BUILDER / CONTRACTOR IS RESPONSIBLE FOR ADJUSTING WINDOW WELLS, STAIRS, FOOTINGS, OR OTHER ITEMS THAT ARE AFFECTED BY ACTUAL SITE GRADING TO ENSURE COMPLIANCE WITH CODES. R401.3 DRAINAGE. PITCH GRADE AWAY FROM BUILDING A MIN. OF 6" IN 10' DRAINAGE TO BE DIVERTED TO STORM SEWER OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT 6" OF FALL WITHIN 10' , DRAINS OR SWALES CAN BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM STRUCTURE. IMPERVIOUS SURFACES WITHIN 10' OF THE BUILDING FOUNDATION SHALL BE SLOPED NOT LESS THAN 2 PERCENT AWAY FROM BUILDING. 2 x 12 S PF #2 RA FT ER S @ 16" O.C. 2 x 6 SP F #2 C EILIN G JO IS T @ 16" O C, 2N D FL OO R RUTH & BOB FINEGOLDREVISIONSInitialsDatesCUSTOM DESIGNED FOR:Jobsite Address:Drawn By: Eric Teras P- 518-223-5152 eteras@yahoo.comSheet of ©COPYRIGHT WARNING ONLY AN AUTHORIZED, INDEPENDENT BUILDER APPROVED BY THE DESIGNER IS PERMITTED TO USE THESE DRAWINGS. THE DRAWINGS ARE COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO THIS ORIGINAL AS WELL AS ALL MODIFIED DERIVATIVE PLANS. BUILDER AND/OR OWNER MAY NOT PERMIT THESE DRAWINGS TO BE UTILIZED BY UNAUTHORIZED PERSONS FOR CONSTRUCTION OR SALES PURPOSES, NOR PERMIT THESE DRAWINGS TO BE REPRODUCED OR COPIED, EITHER WHOLLY OR PARTIALLY, UNLESS AUTHORIZED IN WRITING BY THE DESIGNER Town, County:Takundewide Cottage #4, Cleverdale, NY 12820 Town of Queensbury, Warren County5508-16 PROGRESS PLAN NOT FOR CONSTRUCTION DATE: 8-30-20221 BILL MASONTTAAKKUUNNDDEEWWIIDDEE MMAANNAAGGEEMMEENNTT GGRROOUUPP IINNCC..EAST ELEVATION SOUTH ELEVATION NORTH ELEVATION WEST ELEVATION EXISTING ROOF LINE 8/12 PITCH NEW RAKE 12/12 PITCH NEW DORMER 4/12 PITCH EXISTING GRADE 18' 26'