EXISTING HOUSE PHOTO SCALE: N/A

Transcription

1 TES TO G.C.: - T LEST ONE SINGLE-STTION SMOKE ETECTING LRM EVICE SHLL BE PROVIE OUTSIE ECH SLEEPING SPCE, INSIE ECH SLEEPING SPCE, ON ECH FLOOR LEVEL INCLUING BSEMENTS N SHLL BE LOCTE ON OR NER THE CEILING. 8.0' 5.' 26.4' 0.5' 8.6' 2-/2 STORY FRME RES. #5 7.9' 22.0' 20.' 24.0' 20.58' (P) ' 24.0' (E).4' 8.4' VERE PORCH 49.2' 4.0' 0.25' 28.' 22.98' PLCE SOUTH IRELN 4.8' PROPOSE ENCLOSE PORCH (42 SF) ' (P) 4.' 6.4' 8.2' 5. ' 5.' EMO SUN (20 SF) & RENSTRUCT W/ 222 ITIONL SQURE FEET (TOTL 42 SF) 50.9' - STRUCTURL FLOOR MEMBERS RE T TO BE CUT, BORE OR TCHE IN EXCESS OF THE LIMITTIONS SPECIFIE IN FIGURE R CUTS, TCHES N HOLES BORE IN ENGINEERE WOO PROUCTS RE T PERMITTE UNLESS THE EFFECTS OF SUCH PENETRTIONS RE SPECIFICLLY NSIERE IN THE ESIGN OF THE MEMBERS, IN CRNCE WITH R STU RILLING N TCHING RE LSO TO MPLY WITH R ' S 2 00'50" W 0.07' BENNETT PLCE ENERGY MPLINCE CERTIFICTE SITE PLN - ING ING HOUSE PHOTO SCLE: N/ GENERL TES BUILING PLN REVIEW TE: THE TOWN/VILLGE BUILING PLNS EXMINER HS REVIEWE THE ENCLOSE OCUMENT FOR MINIMUM CCEPTBLE PLN SUBMITTL REQUIREMENTS S SPECIFIE IN THE 205 RESIENTIL E OF NEW YORK STTE. THIS REVIEW OES T GURNTEE MPLINCE WITH THT E. THT RESPONSIBILITY IS GURNTEE UNER THE SEL N SIGNTURE OF THE STTE OF NEW YORK LICENSE ESIGN PROFESSIONL OF RER. THT SEL N SIGNTURE HS BEEN INTERPRETE S N TTESTTION THT, TO THE BEST OF THE LICENSEE'S BELIEF N INFORMTION, THE WORK IN THE OCUMENT IS: - CCURTE - NFORMS WITH GOVERNING ES PPLICBLE T THE TIME OF SUBMISSION - NFORMS WITH RESONBLE STNRS OF PRCTICE N WITH VIEW TO THE SFEGURING OF LIFE, HELTH, PROPERTY N PUBLIC WELFRE - IS THE RESPONSIBILITY OF THE LICENSEE ING NITIONS TE: NTRCTOR SHLL VERIFY LL ING FIEL NITIONS, GRES N NTOURS, TREE LOCTIONS, RIVEWYS, SIEWLKS N NY OTHER PERTINENT SITE NITIONS BEFORE NSTRUCTION MMENCES. O T SCLE RWINGS FOR THE PURPOSE OF NSTRUCTION. TIFY THE RCHITECT OF NY SITE NITIONS, MTERILS, IMENSIONS OR ETILS THT UL HINER OR PREVENT THE PROGRESS OF THE PROJECT IN CRNCE WITH THE GENERL INTENT OF THE PLNS. MECHNICL MPLINCE TE: LL HETING & OLING SYSTEMS MUST MPLY W/ 205 IECC RESIENTIL PROVISIONS N SHRE LONG ISLN IS IN ZONE 4. E MPLINCE TE: PROJECT WS ESIGNE IN CRNCE WITH THE WOO FRME NSTRUCTION MNUL, MERICN WOO UNCIL 200 EITION & THE 205 RESIENTIL E OF NEW YORK STTE. ERRORS & OMISSIONS TE: TE OR ETIL OR LCK THEREOF SHLL BE NSTRUE S RELIEVING THE NTRCTOR FROM THE RESPONSIBILITY OF PERFORMING HIS WORK IN STRICT CRNCE WITH LL PPLICBLE STTE OR LOCL ES. RESIENTIL E OF NY 205 & IECC 205 SECTION R - MENS OF EGRESS N STIRS MIN WITH OF TRES SHLL BE 9" PLUS - /8" SING FOR CLOSE TYPE RISERS. RISER HEIGHT SHLL BE MX 8-/4". WITH OF LL STIRS SHLL BE '-0" CLER BETWEEN HNRILS OR BETWEEN HNRIL N OPPOSITE WLLS. BSEMENT/TTIC STIRS SHLL BE 2'- CLER BETWEEN HNRILS OR BETWEEN HNRIL N OPPOSITE WLLS. CLERNCE BETWEEN HNRIL N SUPPORTING WLL SHLL BE MX -/2". MIN CLER HE OVER NY PORTION OF FIXE STIR SHLL BE 6'-8" MESURE VERTICLLY FROM THE SURFCE OF THE TRE IN LINE WITH THE RISER BELOW. STIRS OF MORE THN FOUR RISERS SHLL HVE HNRIL ON T LEST ONE SIE. STIRS WHICH RE OPEN ON ONE OR BOTH SIES SHLL HVE HNRILS ON BOTH SIES. SECTION R - EMERGENCY ESCPE N RESCUE OPENINGS BSEMENTS WITH HBITBLE SPCE N LL SLEEPING S SHLL HVE T LEST ONE OPENING FOR EMERGENCY ESCPE N RESCUE (OORS OR OPERBLE PRTS OF WINOWS) WHICH SHLL HVE MIN 5.7 SF RE, MIN 20" CLER WITH, & MIN 24" HEIGHT. LL OPENINGS SHLL BE MX 44" FF. BSEMENT WINOW WELLS SHLL HVE MIN 9 SF RE & MIN '-0" WITH. SECTION R08 - GLZING GLZING IN HZROUS RES, OORS, SHOWER OORS N ENCLOSURES SHLL BE GLZE WITH SHTTER RESISTNT SFETY GLSS. FIXE SIE PNELS JOINING OORS N IN INTERIOR PRTITIONS WHERE GLZING EXTENS TO WITHIN 8" OR LESS OF FLOOR LEVEL SHLL HVE SHTTER RESISTNT GLSS OR PERMNENT NSTRUCTION TO GUR GINSTHUMN IMPCT. MNUFCTURER'S LBELS SHLL BE CLERLY N PERMNENTLY ISPLYE. SECTION R02 - WELLING-GRGE OPENING PROTECTION OPENINGS FROM PRIVTE GRGE IRECTLY INTO USE FOR SLEEPING PURPOSES SHLL T BE PERMITTE. OTHER OPENINGS BETWEEN THE GRGE N RESIENCE SHLL BE EQUIPPE WITH SOLI WOO OORS T LESS THN -/8" (5MM) IN THICKNESS, SOLI OR HONEYMB-RE STEEL OORS T LESS THN -/8" THICK, OR 20-MINUTE FIRE-RTE OORS, EQUIPPE WITH SELF-CLOSING EVICE. WELLING-GRGE SEPRTION FROM HBITBLE S BOVE THE GRGE SHLL HVE T LESS THN 5/8" THICK TYPE 'X' GYPSUM BOR OR EQUIVLENT. ENCLOSURE OF HET PROUCING EQUIPMENT EQUIPMENT SHLL BE MOUNTE ON N-MBUSTIBLE FLOOR NSTRUCTION N SUFFICIENT ISTNCE FROM WOO NSTRUCTION TO PREVENT IGNITION. CEILINGS SHLL BE PROTECTE FOR ISTNCE OF '-0" ON LL SIES OF THE EQUIPMENT BY N-MBUSTIBLE MTERIL PROVIING MIN MINUTES OF FIRE PROTECTION. SECTION R FIRE BLOCKING NCELE SPCES WITHIN WLL, PRTITION, FLOOR, STIR, TTIC OR RNICE NSTRUCTION N ROUN CHIMNEY, PIPE N UCT OPENINGS SHLL BE FIRE STOPPE BETWEEN FLOORS T TO EXCEE ONE STORY N MX '-0" HORIZONTLLY TO PREVENT THE PSSGE OF FLME, SMOKE, FUMES N HOT GSES. NCELE SPCE IN STIRS SHLL BE FIRE STOPPE SO S T TO MMUNICTE T THE TOP N BOTTOM OF THE STIRS WITH NCELE SPCE IN THE FLOOR NSTRUCTION. SCLE: " = 20'-0" ZONING TBLE :: ZONE - RESIENCE BBREVITIONS :: # :: # - Pound OR Number & - - t ± - Plus or Minus :: E :: E - East E - Each E J - E x p an s i o n J o i n t E L - E l e v at i o n ELECVElectrical :: :: ELEV - Elevator or Elevation CQ - lkaline Copper Quaternary EPM - Ethylene Propylene iene (Pressure Treated) M-Class (Roofing) CT - coustic Ceiling Tile E Q - E q u al - rea rain - Existing FF - bove Finished Floor EXP JT - Expansion Joint LUM - luminum EXT - Exterior - nodized :: F :: :: B :: F - Floor rain BSMT - Basement FEC - Fire Extinguisher Cabinet B YN - B e y o n d FIXT - Fixture BOT - Bottom F J - F l o o r J o i st BFE - Base Flood Elevation F L R - F l o or FM - Filled Metal :: C :: FO - Fa c e O f CIP - Cast In Place F N - F o u n d at i o n C HN L - C ha n n e l F T G - F o oti n g CJ - Ceiling Joist CLG - Ceiling :: G :: CLR - Clear G - Gauge CMU - Concrete Masonry Unit GLV - Galvanized L - Column GWB - Gypsum Wall Board MPR - Compressible NC - Concrete :: H :: NT - Continuous HG - Highest djacent Grade CPT - Carpet H C - Hol l ow C or e CT - Ceramic Tile HU - Hold-own Unit CTY - Courtyard H I - H i gh H M - Hol l ow M e ta l :: :: HP - High Point BL - ouble H R - Hou r EMO - emolish or emolition HVC - Heating, Ventilating I - i am e t e r & i r C on di ti on i n g I M - i me n s i o n IMS - imensions :: I :: N - ow n IRGWB - Impact Resistant R - oor Gypsum Wall Board W G - r aw i n g ILO - In Lieu Of INSUL - Insulated or Insulation INT - Interior :: J :: :: K :: :: L :: LG - Lowest djacent Grade L O - L ow :: M :: M - M odi f i e d MX - Maximum MO - Masonry Opening MECH - Mechanical MEMBR - Membrane MIN - Minimum MRGWB - Moisture-Resistant Gypsum Wall Board MTL - Metal :: N :: N - North NIC - Not In Contract - Number N O M - N o mi n a l VILLGE OF MITYVILLE :: S :: S - South SIM - Similar SKYLT - Skylight SPEC - Specified OR Specification SPK - Sprinkler or Speaker SSTL - Stainless Steel STC - Sound Transmission Coefficient S T L - S te e l STRUCT - Structure or Structural :: T :: T&G - Tongue nd Groove TELE - Telephone TLT - Toilet TO - Top Of TOC - Top Of Concrete TOS - Top Of Steel TP - Toilet Paper ispenser T/ - Telephone/ata TYP - Typical :: O :: OC - On Center O H - O p p o si t e H a n d OZ - Ounce :: U :: U N O - U n l e ss N o t e d Otherwise U/S - Underside :: P :: PC - Poured Concrete PCC - Pre-Cast Concrete PLUMB - Plumbing PLY - Plywood P&M - Patch & Match PT - Pressure Treated PNT - Paint or Painted PVC - Polyvinyl Chloride :: V :: VIF - Verify In Field VP - Vision Panel :: W :: W - West W / - W i th W - Wood WWM - Woven Wire Mesh :: Q :: :: X :: :: R :: R / P - R e mo v e a n d / o r R e p l ac e RBR - Rubber RCP - Reflected Ceiling Plan R - Roof rain REQ - Require REQ - Required R M - R oo m RO - Rough Opening :: Y :: :: Z :: :: BUILING EPRTMENT SETBCKS FRONT YR RER YR SIE YR TOTL SIE YR MX HEIGHT PERMITTE VG (50.0') ING PROPOSE VRINCE 50.9' 50.9' 25.0' 2.' 2.' 6.0' 24.0' 20.58' 2.0' 50.4' 46.9' 2.0' 5.0' 5.0' PERMITTE RE VERE 20.0% 27 RE % LOT V TE: 2.6% CLCULTIONS PERMITTE ING PROPOSE VRINCE LOT SIZE 5,000 2,54 2,54 FL FL2 CCESSORY BUILINGS ECKS BOVE GRE N/ N/ N/ N/ STOOPS N/ TOTL 20.0% WELLING RWN BY: LOT V / FR TOTL CHRIS@SUFFOLKRCHITECT.M - HBITBLE SPCES SHLL HVE MIN 7'-0" CEILING HEIGHT. BSEMENTS WITHOUT HBITBLE SPCE SHLL HVE MIN 6'-8". 5 BENNETT PLCE - PROVIE BUILING GSKET STPLE TO LOWER OF (2) TOP PLTES ON BOTH SIES OF EVERY WLL W/ TTIC BOVE THE TOP PLTE LTERTION TO THE FLOO RESIENCE 2.' PROVIE INTERIOR GWB, EXTERIOR ZEK TRIM, (PINTE) N RECLIME WOO (ERTIVE) BEMS T THE CEILING. N ITIONL NCILLRY BEM IS TO BE INSTLLE BENETH ING LIVING ON NEW LUMNS N FOOTINGS. 47 RICHMON VENUE FRME NEW VULTE ROOF STRUCTURE, PROVIE RINT WOO FLOOR, UCTE C SYSTEM WITH LINER IFFUSER, SPRY FOM INSULTION N FURRE WLL LONG JCENT LIVING WLL. GRGE S 69 55'" E N 69 55'" W THE PROJECT ENTILS REMOVL OF THE SOUTHWEST ENCLOSE PORCH N RER STEPS N IT S RENSTRUCTION OF SOMEWHT LRGER WITH POURE NCRETE BSEMENT. CHRISTOPHER McCRTHY, RCHITECT 99.94' N 20 04'50" E SCTM: SPE OF WORK: SEL: OF 6

2 MU HW B T H B KI T C H E N REMOVE & REPLCE OOR W/ THERML PNE (MIN U-FCTOR = 0.) '-9" WSTE LINE E XI S T SUN EX I S T HL L 5'-5" 2'-9" 4'-0" 4'-" 5 BENNETT PLCE R REMOVE SIING 8'-7" EX I S T L I VI N G 7'-5" REMOVE PERIMETER WLLS, FLOOR, ROOF & FOUNTION E X I ST FOYER CHRIS@SUFFOLKRCHITECT.M RWN BY: R 2'-5" GS METER ±'-9" 4'-" E XI S T UNFINISHE B S E ME N T ST O R G E REF. EMO GIRER & LUMNS EMO ING SUN PIER FOUNTION CUT '-4" MO E XI S T C R W L S P C E ±'-0" EMO SLB TO POUR NEW 2x2 FOOTINGS EX I S T INING REMOVE STIRS & RILINGS EP F 8'-9" EM W 6'-4" 4'-0" 4'-7" 9'-0" 47 RICHMON VENUE SCLE: /8" = '-0" CHRISTOPHER McCRTHY, RCHITECT 4R SCTM: LTERTION TO THE FLOO RESIENCE ROOF EMOLITION PLN REMOVE (2) WINOWS 5'- TE: EX WTER VERE PORCH SEL: 5R FOUNTION EMOLITION PLN FIRST FLOOR EMOLITION PLN 2 OF 6

3 MIN R49 INSULTION (CLOSE CELL SPRY R6.5 REQ ±7.4" THICK) 5/8" CX PLYWOO PPLY ICE & WTER SHIEL TO ENTIRE ROOF & MTCH 0 YER SPHLT ROOF SHINGLES (2) 2x6 MICROLLM TOP PLTES & HURRICNE CLIPS TO STIFFEN WLL. PROVIE BUILING GSKET STPLE TO LOWER OF (2) TOP PLTES ON BOTH SIES. METL RIP EGE GUTTER x6 ZEK FSCI BE BOR SOFFIT 2-/2" CROWN MOLING /4" ZEK TRIM PNELS MRVIN CSEMENT WINOWS "Ø FIBERGLSS PPLIE LUMN BEYON ZEK RIP CP #ZM 97 ZEK SUBSILL #ZM 69 "x4" PPLIE ERTIVE FRMES BE MOUL /2" CX PLYWOO & HOUSE WRP 6x6 WOO POSTS IN WLL (SEE PLNS) /4" ZEK SHEET R9 BTT INSULTION QURTER ROUN 2-/2" CROWN MOLING /4" ZEK WTER TBLE NCHOR 48" OC () #4 HORIZ STUC OR THIN BRICK VENEER 24" OC VERTICL TROWELE ON WTERPROOF MSTIC 4" NC SLB W/ 6:6 & : WWM ON 60 MIL VPOR BRRIER 24"x8" PC 000 PSI 4" MPCTE GRVEL 8" OH SECTION ETIL - PROPOSE " Ø PPLIE FIBERGLSS LUMN 5/4" ZEK BE MOUL /4" ROUN /8" ZEK TRIM PNEL /2" CX PLYWOO 2x6 WLL STUS FURR WLL BELOW SILL FOR RETURN IR UCTS /4" ZEK RNER TRIM ETIL 2'-0" RETURN IR SCLE: " = '-0" '- 4'-0" '-0" 8" 8'- " WOO FINISH & ERTIVE PPLIE RECLIME WOO BEMS (S SELECTE BY OWNER) /2" GWB 4" HE CSING SUN SILL FF (FINISH S SELECTE BY OWNER) WLL GRILLE RETURN IR FURR WLL BELOW SILL FOR SIE WLL RETURN UCTS 8" BSE MOUL /4" CX PLYWOO SUBFLOOR W/ WOO FLOOR 2 ROWS SOLI BRIGING RINT HET IN FLOOR. GC TO SELECT UNER-FLOOR ELECTRIC OR HW IL. UNFINISHE BSEMENT STORGE (UNHETE) (2) #4 HORIZONTL SCLE: /4" = '-0" 9" SNWICH /8" PLYWOO BEYON STEEL BENT 2"x" MICROLLM HIP 2'-8" SNWICH /8" PLYWOO BEYON STEEL BENT (2) 2"x" MICROLLM NEW SEER C NENSER (0 ISNNECT) /8" THICK STEEL FLITCH PLTE 8" OC STGGERE 2"x" RFTERS BEYON 2"x" RIGE BEYON FLITCH PLTE SECTION ETIL 24'-0" '-4" 8'-0" 2'-8" 8'-" 2'-0" 8'-0" 2'-8" '-4" N28 N28 SCLE: /4" = '-0" 2"x" RIGE 2"x" MICROLLM /8" THICK STEEL FLITCH PLTE 2"x" MICROLLM 2"x" MICROLLM HIP FLITCH PLTE PLN ETIL SCLE: " = '-0" 22'-8" 6x6 POST BOVE 4'-" INSULTE UCT TO BE INSULTE TO MIN R6 & SELE S PER 205 IECC R40. RETURN IR (UNHETE) (4" PC SLB) 7'-4" 8'-0" EM UNFINISHE BSEMENT STORGE NEW 2"x" 2" OC HEM FIR #2 OR SYP # W/ (2) ROWS SOLI BRIGING WNING WINOWS BY NERSEN OR EQUL RETURN IR EP NEW '-4" MO REST -/2" Ø STEEL LUMN ON SLB OVER FOOTING NEW IR HNLER (0 ISNNECT) C RISER IN FURRE WLL BOVE 8'-" C RISER IN FURRE WLL BOVE REST -/2" Ø STEEL LUMN ON SLB OVER FOOTING FOUNTION PLN - PROPOSE NEW (2) 2x MICROLLM GIRER NEW (2) 2x MICROLLM GIRER NEW (2) 2x MICROLLM GIRER 4'-9" NEW -/2" Ø STEEL LUMNS ON 24" x 24" x 8" PC FOOTINGS 7'-2" '-9" 5'-4" 5'-9" 5'-" 6'-0" 5'-" 5'-" F 7'-" TES TO MSON: - NEW 4" P.C. SLB W/ 6:6/: W.W.M. (OR OPTIONL FIBER CEMENT REINFORCING) & MPCTE GRVEL OVER 60 MIL VPOR BRRIER - MSONRY LINTELS OVER OORS/WINOWS TO BE MIN 8x8 W/ (4) # REBR - INSTLL 8" P.C. FOUNTION WLL ON 24" x 8" PC FOOTING (SEE SECTION) - INSTLL 4" I. NCRETE-FILLE STEEL LUMNS ON 24"x24"x8" P.C. PILE CPS (SEE SECTION) - NCRETE IS TO BE IR ENTRINE IN CRNCE WITH SECTION R402.2 N TBLE R NCHOR BOLTS RE TO EXTEN MINIMUM OF 7 IN. INTO THE NCRETE N " SQURE WSHERS RE TO BE PROVIE FOR ECH NCHOR BOLT, IN CRNCE WITH.2.2. OF THE 200 EITION OF WFCM - LL NCRETE SHLL BE STONE NTROLLE NCRETE HVING MINIMUM MPRESSIVE STRENGTH OF 2,500 PSI - BOTTOM OF LL FOOTINGS SHLL BER ON UNISTURBE SOIL HVING MINIMUM BERING CPCITY OF ONE TON PER SQURE FOOT. VERIFICTION OF BERING CPCITY SHLL BE THE RESPONSIBILITY OF THE BUILER. - PROVIE TROWELLE ON MPROOFING ON LL EXTERIOR FOUNTION WLLS FOR CRWL SPCES N BSEMENTS. HW B UNFINISHE BSEMENT STORGE 7'-9" 7'-0" 4'-9" 8'-8" GS METER EX WTER W WSTE LINE LEGEN.5" STL L ON 24"x24"x8" PC PILE CP STRUCTURE BOVE STRUCTURE BELOW HEER / GIRER / BEM BOVE BREK LINE WOO POST EMO ING WLL ING WLL TO REMIN FRME INTERIOR PRTITION ELECTRIC PNEL ELECTRIC / GS METER POURE NCRETE FOUNTION WLL HOL-OWN SMOKE ETECTOR CRBON MOXIE ETECTOR LTERTION TO THE FLOO RESIENCE 5 BENNETT PLCE SCTM: CHRISTOPHER McCRTHY, RCHITECT RWN BY: TE: SEL: CHRIS@SUFFOLKRCHITECT.M 47 RICHMON VENUE

4 ELECTRICL LEGEN $ J T - OUTLET - QU OUTLET - 2-WY SWITCH - IMMER SWITCH - PENNT - 4" CN - SNCE (FURNISH BY OWNER) - JUNCTION BOX - THERMOSTT - SMOKE ETECTOR - SMOKE & ETECTOR - EXHUST FN ROPE LIGHT VE & LIGHT SUN OUTLET & HMI FOR ±5'- FF $ $ $ J INING THIR SWITCH FOR FUTURE (2) WLL SNCES LIVING HLL MU KITCHEN FOYER REFLECTE CEILING / POWER PLN - PROPOSE FURNISH & INSTLL (2) LIGHT FIXTURES & SWITCH IN PROPOSE BSEMENT VRIES (SEE PLNS) OUBLE MICROLLM TOP PLTE () 2x6 HEER OUBLE JCK STU 9" WINOW UNIT FRMING ELEVTION ETIL SCLE: " = '-0" 8'- FF 8'-" FF 7'- FF 7'-" FF BTH () 2"x8" ( STIFFENER REQ') HCP SIMPSON NNECTOR (HIP TO RNER POST) (2) -7/8"x-7/8" 2.0e MICROLLM LVL HIP (BY WEYERHEUSER) () 2"x & (2) 5.25 MICROLLM HORIZ PLTES H8 TOP PLTE NNECTOR LST 8 STU TO BN OR HET 6 PPLY ICE & WTER SHIEL TO ENTIRE ROOF OVER 5/8" CX PLYWOO SHETHING METL RIP PERIMETER HCP SIMPSON NNECTOR (HIP TO RNER POST) () 2"x8" ( STIFFENER REQ') HIP NEW 2"x" OC HIP NEW 2"x" OC (2) 2"x" MICROLLM STEEL FLITCH PLTE 6'-" 24'-0" 6'-" 6'-" NEW 2"x" OC 8" FLSE VLLEY ROOF FRMING PLN WINOW TE: SPECIFIE WINOW SIZES RE REMMENTIONS FOR FCTORY-MULLE WINOW UNITS. NTRCTOR SHOUL FRME N THEN CUNT FOR WINOW SIZES IN FIEL, LLOWING FOR MIN 4" TRIM RNERS. SPECIFIE UNITS RE WOO - GC TO VERIFY WITH OWNER IF VINYL CL IS PREFERRE. 7" ± LL WINOWS TO BE MRVIN FCTORY MULLE CSEMENTS SEE ETIL SHEET 5 W/ MIN U-FCTOR OF 0. 4'-" 6'-" 6'-" 2'-0" 6x6 POST SUN (WOO RINT FLOOR) "Ø FIBERGLSS PPLIE LUMNS 6'-8" FURR WLL HIGH SILL FOR RETURN UCTS (2) WUC2648 (2) WUC2648 8'-0" LINER IFFUSER BOVE '-" 0" FIXE 5'-0" 0" SCREEN " 4" FRENCH 4" '-8" 6'-4" INING REMOVE & REPLCE OOR W/ THERML PNE (MIN U-FCTOR = 0.) 9x5 C UCT CHSE FURR WLL W/ 2x4 STUS " FORWR CRETE (2) BOOKSHELVES IN WINOW OPENINGS LIVING FRENCH OOR W/ THERML PNE (MIN U-FCTOR = 0.) 9x5 C UCT CHSE FIRST FLOOR PLN - PROPOSE STRP TOP PLTE TO STRUCTURE 2"x" RIGE INSTLL SIMPSON HHRC HIP NNECTORS FURRE WLL BELOW 2"x OC LI OVER (MTCH EX PITCH) SCLE: /8" = '-0" 5'-5" 8'-7" 5'- HLL 2'-5" KITCHEN TES TO FRMER: REF. - FLOORS: PROVIE /4" PLYWOO SUBFLOOR, INSULTION, FELT, WOO FLOORING, 8" BSEBOR MOLING, & PINT. - ROOF: INSTLL HURRICNE CLIPS T LL ROOF RFTERS INCLUING FLT CEILINGS N CTHERL CEILINGS. LL ROOF VERING SHLL BE CLSS, SELF SELING. - MOISTURE VPOR RETRERS RE TO BE INSTLLE ON THE WRM-IN-WINTER SIE OF LL BTT INSULTION IN LL FRME WLLS, FLOORS N ROOF/CEILINGS MPRISING ELEMENTS OF THE BUILING THERML ENVELOPE, IN CRNCE WITH SECTION R8 N N LL WOO IN NTCT WITH THE GROUN N SUPPORTING STRUCTURES IS TO BE PPROVE PRESSURE TRETE, IN CRNCE WITH R20 - HEERS N TRIMMERS SHLL BE OUBLE T LL OPENINGS. OUBLE LL FLOOR JOISTS UNER PRTITIONS PRLLEL TO FLOOR JOISTS. PROVIE "x" WOO BRIGING T CENTER OF LL FLOOR JOIST SPNS. - PROVIE (2)2"x8" WOO HEERS OVER LL OPENINGS - STRUCTURL MEMBERS SHLL BER ON MINIMUM OF TWO 2"X4" SPIKE TOGETHER - PROVIE FOIL FCE INSULTION IN LL WLLS, FLOORS N CEILINGS EXPOSE TO UNHETE SPCES. (SEE RESCHECK ENERGY CERTIFICTE) - PROVIE METL FLSHING T LL PENETRTIONS THROUGH ROOFS, VLLEYS, HES N SILLS OF WINOWS N EXTERIOR OORS. PROVIE TERMITE SHIEL N SILL INSULTION T LL SILLS T TOP OF FOUNTION WLLS. 5R 4R 9'-0" MU 8'-9" FOYER R VERE PORCH R 4'-" 7'-5" 4'-7" 4'-0" BTH LEGEN.5" STL L ON 24"x24"x8" PC PILE CP STRUCTURE BOVE STRUCTURE BELOW HEER / GIRER / BEM BOVE BREK LINE WOO POST EMO ING WLL ING WLL TO REMIN FRME INTERIOR PRTITION ELECTRIC PNEL ELECTRIC / GS METER POURE NCRETE FOUNTION WLL HOL-OWN SMOKE ETECTOR CRBON MOXIE ETECTOR LTERTION TO THE FLOO RESIENCE 5 BENNETT PLCE SCTM: CHRISTOPHER McCRTHY, RCHITECT RWN BY: TE: SEL: 4 CHRIS@SUFFOLKRCHITECT.M 47 RICHMON VENUE

5 INSULTION SCHEULE LOCTION FLOORS MINIMUM R-VLUE R9 WLLS R9 CEILINGS RFTERS SEE ETILS SHEET 5 2 MICROLLM GIRER & STEEL FLITCH PLTE RETURN IR FURR WLL BELOW SILL FOR RETURN UCTS R9 INSULTION 8" PC FOUNTION WLL 4" GRVEL R49 R49 4 SUN UNFINISHE BSEMENT STORGE (UNHETE) 2x RIGE & RFTERS W/ R49 CLOSE-CELL SPRY FOM INSULTION 9x5 C UCT CHSE W/ LINER IFFUSER FURR WLL W/ 2x4 STUS " FORWR 4" PC SLB OVER VPOR BRRIER 4" MIN. 7'-0" " ±'-" " NEW 2"x" 2" OC (HEM FIR #2 OR SYP #) W/ MIN R9 INSULTION SECTION - PROPOSE 7'-0" " 9'-0" '-0" 2'-" 4'-9" '-" C TRUNK TTIC ( WORK) SEN FLOOR ( WORK) FIRST FLOOR ( WORK) NEW (2) 2x MICROLLM GIRER NEW -/2" Ø STEEL LUMNS UNFINISHE BSEMENT STORGE 24" x 24" x 8" PC FOOTINGS (2) WUC2648 "Ø FIBERGLSS PPLIE LUMNS (2) WUC2648 0" FIXE 0" FRENCH LL WINOWS TO BE MRVIN FCTORY MULLE CSEMENTS W/ MIN U-FCTOR OF 0. EST ELEVTION - PROPOSE LTERTION TO THE FLOO RESIENCE 5 BENNETT PLCE SCTM: CHRISTOPHER McCRTHY, RCHITECT CHRIS@SUFFOLKRCHITECT.M 47 RICHMON VENUE RWN BY: 4" MIN. BLIN LUMINUM LL WLL/ROOF JUNCTURES TE: 5.5" MULLION W/ CP & BSE TOP SILL 5/4 ZEK TRIM "Ø FIBERGLSS PPLIE LUMN x4 ZEK HORIZ SILL -/8" BE MOUL /8" ZEK SHEET PINT LL ZEK SEL: WEST ELEVTION - PROPOSE 2-/2" CROWN MOLING x8 ZEK OVER 2x8 CQ THIN BRICK VENEER N28 SOUTH ELEVTION - PROPOSE N28 "Ø FIBERGLSS PPLIE LUMNS GC TO NFIRM IN FIEL: MY BE NECESSRY TO RESET RIL TO CMMOTE PITCH OF FLOOR 5

6 Top Plate to Top Plate (Face-nailed) Top Plates at Intersections (Face-nailed) Stud to Stud (Face-nailed) Header to Header (Face-nailed) Top or Bottom Plate to Stud (End-nailed) Bottom Plate to Floor joist, Bandjoist, Endjoist or Blocking (Face-nailed) Joist to Sill, Top Plate or Girder (Toe-nailed) Bridging to Joist (Toe-nailed) Blocking to Joist (Face-nailed) Blocking to Sill or Top Plate (Toe-nailed) Ledge Strip to Beam (Face-nailed) Joist on Ledger to Beam (Toe-nailed) Band Joist to Joist (End-nailed) Band Joist to Sill or Top Plate (Toe-nailed) Structural Panels iagonal Board Sheathing "x or "x8" "x" or wider Gypsum Wallboard Structural Panels Fiberboard Panels 7/ 25/2" Gypsum Wallboard Hardboard Particleboard Panels iagonal Board Sheathing "x or "x8" "x" or wider Structural Panels " or less greater than " iagonal Board Sheathing "x or "x8" "x" or wider JOINT ESCRIPTION Rafter to Top Plate (Toe-nailed) Ceiling Joist to Top Plate (Toe-nailed) Ceiling Joist to Parallel Rafter (Face-nailed) Ceiling Joist Laps Over Partitions (Face-nailed) Collar Tie to Rafter (Face-nailed) Blocking to Rafter (Toe-nailed) Rim Board to Rafter (End-nailed) ROOF FRMING d ROOF SHETHING 2- - CEILING SHETHING 5 coolers WLL SHETHING GENERL TES FOR FSTENERS. Nail is a general description and may be T-head, modified round head or round head. 2. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. Nails shall be spaced at not more than 2 inches on center at intermediate supports for floors. Fasteners shall be placed in a grid pattern throughout the body of the panel. 4. For 5-ply panels, intermediate nails shall be spaced not more than 2 inches on-center each way. 5. Hardboard underlayment shall conform to NSI/H ll framing nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minimum average bending yield strengths as follows: 80 ksi (55 Mpa) for shank diameter of 0.92" (20d common nail), 90 ksi (620 Mpa) for shank diameters larger than 0.42" but not larger than 0.77", and 0 ksi (689 Mpa) for shank diameters of 0.42" or less. 7. Four-foot-by-8-foot or 4-foot-by-9-foot panels shall be applied vertically. 8. Spacing of fasteners not included in this table shall be based on Table R602.( I). 9. For regions having basic wind speed of mph or greater, 8d deformed nails shall be used for attaching plywood and wood structural panel roof sheathing to framing within minimum 48-inch distance from gable end walls, if mean roof height is more than 25 feet, up to 5 feet maximum.. For regions having basic wind speed of 0 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on center. When basic wind speed is greater than 0 mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center form minimum 48-inch distance from ridges, eaves and gable end walls; and 4 inches on center to gable end wall framing.. Gypsum sheathing shall conform to STM C 79 and shall be installed in accordance with G 25. Fiberboard sheathing shall conform to STM C 208. I. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and at all floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and at all roof plane perimeters. Blocking of roof or floor sheathing panel edges, perpendicular to the framing members shall not be required except at intersection of adjacent roof planes. Floor and roof perimeter shall be supported by framing members or solid blocking. For S: inch = 25.4 mm. :: SYMBOLS :: # - Pound OR Number & - - t ± - Plus or Minus :: # :: :: :: CQ - lkaline Copper Quaternary (Pressure Treated) CT - coustic Ceiling Tile - rea rain FF - bove Finished Floor LUM - luminum - nodized :: B :: BSMT - Basement BYN - Beyond BOT - Bottom BFE - Base Flood Elevation :: C :: CIP - Cast In Place CHNL - Channel CJ - Ceiling Joist CLG - Ceiling CLR - Clear CMU - Concrete Masonry Unit L - Column MPR - Compressible NC - Concrete NT - Continuous CPT - Carpet CT - Ceramic Tile CTY - Courtyard NILING SCHEULE :: :: BL - ouble EMO - emolish or emolition I - iameter IM - imension IMS - imensions N - own R - oor WG - rawing :: E :: E - East E - Each EJ - Expansion Joint EL - Elevation ELECVElectrical ELEV - Elevator or Elevation EPM - Ethylene Propylene iene M-Class (Roofing) EQ - Equal - Existing EXP JT - Expansion Joint EXT - Exterior :: F :: F - Floor rain or Fire epartment FEC - Fire Extinguisher Cabinet FIXT - Fixture FJ - Floor Joist FLR - Floor FM - Filled Metal FO - Face Of FN - Foundation FTG - Footing :: G :: G - Gauge GLV - Galvanized GWB - Gypsum Wall Board TBLE. Number of Common Nails WLL FRMING 6 GLOSSRY 2-2- per support - - per support FLOOR SHETHING 5 coolers 2- -,2 FLOOR FRMING :: H :: HG - Highest djacent Grade HC - Hollow Core HU - Hold-own Unit HI - High HM - Hollow Metal HP - High Point HR - Hour HVC - Heating, Ventilating, ir Conditioning :: I :: IRGWB - Impact Resistant Gypsum Wall Board ILO - In Lieu Of INSUL - Insulated or Insulation INT - Interior :: J :: :: K :: :: L :: LG - Lowest djacent Grade LO - Low :: M :: M - Modified MX - Maximum MO - Masonry Opening MECH - Mechanical MEMBR - Membrane MIN - Minimum MRGWB - Moisture-Resistant Gypsum Wall Board MTL - Metal :: N :: N - North NIC - Not In Contract - Number M - Nominal :: O :: OC - On Center OH - Opposite Hand OZ - Ounce Number of Box Nails - per rafter - per joist 4-40 each lap 4-40 each lap 2- per tie 2- each end -6 each end 2-6 per foot 5-6d joints- each side " OC 6 OC along edges -40 per stud,2 2-6 per foot 4- per joist 2- each end 2- each end 4-6 each block 4-6 each joist - per joist 4-6 per joist -6 per foot coolers coolers :: P :: PC - Poured Concrete PCC - Pre-Cast Concrete PLUMB - Plumbing PLY - Plywood P&M - Patch & Match PT - Pressure Treated PNT - Paint or Painted PVC - Polyvinyl Chloride :: Q :: :: R :: R/P - Remove and/or Replace RBR - Rubber RCP - Reflected Ceiling Plan R - Roof rain REQ - Require REQ - Required RM - Room :: S :: S - South SIM - Similar SPEC - Specified OR Specification SPK - Sprinkler or Speaker SSTL - Stainless Steel STC - Sound Transmission Coefficient STL - Steel STRUCT - Structure or Structural :: T :: T&G - Tongue nd Groove TELE - Telephone TLT - Toilet TO - Top Of TOC - Top Of Concrete TOS - Top Of Steel TP - Toilet Paper ispenser T/ - Telephone/ata Nail edge Intermediate Support each end each end each block 7"edge / " edge Intermediate Support " edge / field " edge / field 7" edge / " edge Intermediate Support (see manufacturer) edge / 2" field edge / field per support per support :: U :: U - Unless Noted Otherwise U/S - Underside :: V :: VIF - Verify In Field VP - Vision Panel :: W :: W - West W/ - With W - Wood WWM - Woven Wire Mesh :: X :: :: Y :: :: Z :: '-0" EN WLL STIRS BLOCKING ESIGN LO CLCULTIONS USE EXTERIOR BLNIES ECKS TTICS W/O STORGE TTICS WITH STORGE S OTHER THN SLEEPING S SLEEPING S GURRILS N HNRILS ROOF SIMPSON S/MST STRP '-0" 5 OLER NILS T " O.C. FLOOR JOISTS 2 X 4 BLOCK NILE TO ECH BRCE WITH 4- NILS GYPSUM BOR LIVE LO a SCLE 2 X 4 NTINUOUS LTERL BRCING T 6' O.C E LO 5 a. REPRESENTS SW LO TYPICL EXTERIOR HEER ETIL SIMPSON S/MST STRP 5 OLER NILS T 7" O.C WINOW GLSS 2- NILS 20 GGE STRP TYPICL EXTERIOR WLL OS FILM VINYL SIING BUILING FELT /2" PLYWOO SHETHING " BTT INSULTION /2" GYPSUM BOR IS FILM R U BLOCKING JOISTS WINOW TRIM 2 /2" #8 W SCREWS MX. SPCING 2" /2" EXT. PLYWOO MX. SPN 8'-0" WINOW TRIM 2 /2" #8 W SCREWS MX. SPCING 2" WINOW STORM PNEL ETIL SECTION FLOOR BRCING EN WLL ETIL SCLE TRUSS OR CEILING JOISTS - NILS - NILS SCLE - CEILING BRCING EN WLL ETIL GBLE EN TRUSS EN WLL STUS SCLE 6 TYP - Typical SCLE L O P T H E T I L S RIGE BEM BOTTOM WLL PLTE 4" MINIMUM CUT LENGTH FLOOR JOIST WLL STU 5/8" I. NCHOR BOLT MX. SPCING '-0" W/ " SQURE WSHERS PRESSURE TRETE SILL PLTE WLL STU 2" +/- CL SPN RFTER RIGE BEM ETIL WRPPE UNER SILL PLTE & UP OPPOSITE SIE TO BER 2" MIN ON STU FCE (TYP) MIN. 7" IMBEMENT ROOF RFTER BL TOP PLTE METL RFTER NNECTORS SIMPSON STRONG TIE CS20 SCLE SIMPSON STRONG-TIE H2 PPLY TO ECH RFTER WLL STU RFTER NCHOR ETIL FLOOR TO FLOOR STRPPING ETIL WLL TO FOUNTION NCHOR ETIL SCLE 5 /2" 5 /2" EN LENGTH EN LENGTH SCLE NILING: 4 d nails to each rafter NILING: 5 8d nails total to rafters 5 8d nails total to studs INSTLL SIMPSON STRONG-TIE CS6 INTERVLS NILING: 28 8d nails total PLYWOO SUBFLOORING HEER JOIST TOP PLTE WLL STU FLOOR JOIST INSTLL SIMPSON STRONG-TIE INTERVLS BOTTOM WLL PLTE PLYWOO SUBFLOORING HEER JOIST FOUNTION WLL NILING: 8 8d nails to box beam 8 8d nails to stud LTERTION TO THE FLOO RESIENCE 5 BENNETT PLCE SCTM: CHRISTOPHER McCRTHY, RCHITECT RWN BY: TE: SEL: CHRIS@SUFFOLKRCHITECT.M 47 RICHMON VENUE