SAMPLE SAMPLE SITE PLAN SITE PLAN SCALE: 1 : 150

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1 SCOPE OF WORK: BSEMENT: - NEW FOUNDTION FOR PROPOSED RER DDITION - NO PROPOSED WORK FOR EXISTING INTERIOR BSEMENT 1ST FLOOR: - REMOVE EXISTING LOD BERING WLL (MOVE KITCHEN TO FRONT OF HOUSE) - DEMOLISH EXISTING SINGLE STOREY RER KITCHEN ND SHED (RECONSTRUCT NEW 2 STOREY DDITION WITH COVERED PORCH - MINTIN FOOTPRINT) - WINDOW LTERTIONS S PER PLN - REMOVE WLL FOR STIRWELL TO CRETE OPEN TO BOVE & BELOW STIR. 2ND FLOOR: - RER DDITION ONTOP OF EXISTING RER SINGLE STORY - ENLRGE BTHROOM - WINDOW LTERTIONS S PER PLN DT: EXISTING PROPOSED LOT RE GF - FIRST FLOOR GF - SECOND FLOOR GF - TOTL FLOOR RER PORCH RE 2402 SF 526 SF 390 SF 916 SF SF 526 SF 1052 SF 93 SF 1'-3" [0.38] 9" [0.24] 76'-9" [23.40] 1'-3" [0.39] 19'-0" [5.79] EXISTING GRGE COVERED PORCH 11'-10" [3.61] 20'-3" [6.17] 68'-9" [20.95] SITE PLN 1 : 150 SITE PLN EXISTING 2ND FLOOR RER WLL FRONT PORCH 6'-3" [1.90] 3'-5" [1.03] 37'-0" [11.26] 12'-9" [3.88] 126'-5" [38.54] 3'-5" [1.05] 1

2 25' " SHEET TITLE: UNFINISHED BSEMENT 14'-6" EXISTING BSEMENT 7'-6" 36' " 8'-01 2 " SHED DN 11 KITCHEN LIVING ROOM 14' " EXISTING FIRST FLOOR 1 8" : 1'-0" 1 8" : 1'-0" 1 8" : 1'-0" EXISTING PLNS 27'-4" BEDROOM BEDROOM 14' " EXISTING SECOND FLOOR 2

3 7' " 2"X10" 16" O.C. DN 11 (2) 2"X10" (2) 2"X8" LEDGER BOLTED TO FOUNDTION 2"X10" 16" O.C. (2 ROWS CROSS BRIDGING) 10" 12' " 10" 45 9' " 40 EXT'G STEEL BEM S CO UNEXCVTED (UNHETED CRWL SPCE) FURN 14' " 19 UNFINISHED BSEMENT HWT 11'-0" 10" '-10" 25' " LEDGER BOLT TO EXISTING WLL WITH 1 2" Ø 24" o.c. DRILL 6" INTO EXISTING WLL ND GROUT WITH HILTI HIT HY 150 DHESIVE SYSTEM OR PPROVED EQUL 20"X6" CONC STRIP FOOTING 10" CONC BLOCK FDN CCESS DOOR FOR CRWL SPCE FOUNDTION / BSEMENT PLN PROVIDE 1 2" DOWELS SPCED 12" O.C. WITH MIN 4" EMBEDMENT BOTH WLLS (ENSURE DMPPROOFING ND DRINGE LYERS RE CONTINUOUS S REQUIRED) EXISTING FOUNDTION TO REMIN 3

4 12'-3" 6" X 6" POST SBF 2"X10" 16" O.C. DN 11 (4) 1 3 4" x 8" 1.9E LVL DN 14' " 11' " 2'-10" 20 (2) 2"X12" COVERED DECK 2'-8" (2) 2"X8" LEDGER BOLTED TO RIM JOIST 36 (2) 2"X8" LTL (2) 2"X8" LTL 2"X10" 16" O.C. (2 ROWS CROSS BRIDGING) 19 SITTING RE 13' " W200x36 (W8x24) STEEL BEM 4'-6" DINING ROOM S 45 CO SSUMED DIRECTION OF EXISTING FLOOR JOISTS TO BE CONFIRMED BY CONTRCTOR 20 BREKFST BR (4) 1 3 4" x 8" 1.9E LVL UP 14 SSUMED DIRECTION OF EXISTING FLOOR JOISTS TO BE CONFIRMED BY CONTRCTOR KITCHEN 41 (2) 2"X12" LTL (2) 2"X12" LTL 25 4"X4" P.T. POST (WRPPED IN WOOD TRIM) 1 2 WLL NEW WINDOW S PER ORIGINL LOCTION ND SIZE NEW HIGH WINDOW EXISTING LOD BERING WLL TO BE REMOVED EXISTING TO BE MODIFIED REMOVE EXISTING WLL FOR OPEN STIRCSE TO BOVE ND BELOW WINDOW TO BE REPLCED (RISE SILL HGT) 17' " 6'-0" 3'-8" 6'-0" 3'-3" 11'-10" 36' " 8' " 6" X 6" POST FIRST FLOOR PLN 4

5 (2) 2"X12" (2) 2"x4" SB 11' " 14' " COVERED DECK (2) 2"X8" LTL (2) 2"X10" LTL 13' " (2) 2"X8" LTL 45 DN 14 DJ LIN "X8" 16" O.C. 2"X8" 16" O.C. (2 ROWS CROSS BRIDGING) DJ DJ DJ S CO DEN 28 BTH MSTER BEDROOM 2'-10" (2) 2"X12" 8' " 5'-1" 13'-4" " 2'-0" " 10'-1" 7" 11'-3" ' " (2) 2"X8" LTL "X4" P.T. POST (WRPPED IN WOOD TRIM) 1 2 WLL PROVIDE PPROVED STEEL HNGERS IF BEM DOES NOT HVE SOLID BERING ON LINTEL SECOND FLOOR PLN PROPOSED EXISTING ENLRGE EXISTING WINDOW (MTCH WINDOW BELOW) NEW 24"X36" SKYLIGHT CLOSE EXISTING WINDOW ND MKE GOOD REPLCE EXISTING WINDOW 14'-2" 3'-6" 27'-4" 11'-10" 39'-2" 5

6 2"X8" 16" O.C. 2"X8" 16" O.C. c/w 2"X4" COLLLR TIES - ECH RFTER EXISTING R.J. TO REMIN 33 (2) 2"X10" VLLEY RFTER 2"X10" RIDGE BORD 2"X8" 16" O.C. 2"X10" RIDGE BORD " " 2"X8" 16" O.C. c/w 2"X4" COLLLR TIES - ECH RFTER (2) 2"X10" VLLEY RFTER ROOF PLN 8" 8" 37 NEW 24"X36" SKYLIGHT (DOUBLE UP EXISTING FRMING ROUND OPENING) 6

7 PEK OF ROOF (EXISTING) PEK OF DDITION (PROPOSED) U/S CEILING FIN SECOND FLOOR 3'-10" 26' " [8.17] 26' " [8.06] 7'-5" 8'-11" 8'-2" 6' " FIN FIRST FLOOR FIN GRDE FIN BSEMENT FIN DECK VINYL SIDING SPHLT SHINGLES 4"X4" P.T. POST (WRPPED IN WOOD TRIM) WOOD RILING FSTENED TO END POSTS NEW WINDOW S PER ORIGINL LOCTION ND SIZE '-7" 3'-0" - LL CONSTRUCTION MUST DHERE TO THE ONTRIO BUILDING CODE ND NY SHEET TITLE: 1/4" : 1'-0" 7 ELEVTIONS FRONT ELEVTION (EST) 1 4" : 1'-0" RER ELEVTION (WEST) 1 4" : 1'-0"

8 3'-8" 1 2 WLL 5'-6" 5'-6" 6'-0" 1'-6" 2'-6" 3'-11" 1'-6" RIGHT SIDE ELEVTION (NORTH) 3'-8" 1 2 WLL 6'-0" RWL RWL 8

9 LEFT SIDE ELEVTION (SOUTH) RWL 9

10 MIN 4'-0" UNFINISHED BSEMENT UNHETED CRWL SPCE KITCHEN 20 SITTING RE MSTER BEDROOM 6'-6" 11" 8'-0" 11" 8'-2" 8" 2'-8" '-0" 3'-7" 2'-8" '-8" 1 2 WLL '-8" 1 2 WLL 26' " [8.06] 41 BTH DEN 8'-2" 29 CROSS SECTION ' " 4"

11 1 EXCVTION & BCKFILL: - ENSURE EXCVTION PREVENTS DMGE TO LL RELTED PROPERTIES & EXISTING STRUCTURES. - ENSURE INTEGRITY OF THE EXCVTION OF IS MINTINED THROUGHOUT CONSTRUCTION - BOTTOM OF EXCVTION TO BE FREE OF STNDING WTER ND KEPT FROM FREEZING. - EXCVTION MUST BE CONTINUOUS TO UNDISTURBED SOIL. - ENGINEER PPROVL REQUIRED FOR INDEQUTE SOIL CONDITIONS ( INCLUDING HIGH GROUND WTER, UNSTBLE SOILS, CLY, ND NGLE OF REPOSE REQUIREMENTS.) - CONTRCTOR IS RESPONSIBLE FOR LL BRCING & SHORING WHERE REQUIRED. - ENSURE FINISHED GRDE LLOWS FOR DRINGE TO PPROVED LOCTIONS. - PROVIDE TEMPORRY BRCING FOR LL FOUNDTIONS THT REQUIRE LTERL SUPPORT 2 FOOTING: - 15 MPa CONC FOOTING S PER PLN WITH SHER KEY OR 15M DOWELS 48" O.C. - ENGINEER DESIGN WHERE JOISTS EXCEED 16'-1", 3+ STOREY CONSTRUCITON, OR HIGH WTER TBLES. - LL FOOTINGS TO BE RESTING ON UNDISTURBED SOIL ND MINTINED T 48" BELOW GRDE. 3 9 SILL PLTE: - 2"X4" FSTENED WITH 8" NCHOR BOLTS ( 1 2" dia) 7'-10" O.C.(MIN 4" EMBEDMENT) - LEVEL SILL PLTE WITH NON-SHRINK GROUT S REQUIRED - FOM GSKET OR 6 MIL POLY TO SEPRTE PLTE FROM FOUNDTION WLL. 11 CONCRETE PIER (WITH STRUCTURL WOOD POST): - 8" POURED 15MPa CONCRETE PIER WITH 20"X20"X8" CONC FOOTING - METL SHOE FSTENER WITH MIN 6" EMBEDDED INTO CONCRETE PIER - 4"X4" P.T. WOOD POSTS NCHORED TO METL SHOE WITH 1 2" BOLT - POURED CONCRETE TO BE MIN 6" BOVE GRDE - ENSURE UNDERSIDE OF PIER IS MIN 48" BELOW GRDE 19 FLOOR FRMING: CONSTRUCTION: - FINISHED FLOORING - 3 4" PLYWOOD FLOORING(NILED ND GLUED TO FLOOR JOISTS) - FLOOR JOISTS, TRIMMERS, HEDERS, ND BEMS S PER PLN - CROSS BRIDGING 6'-11" FROM OTHER STRPPING OR END SUPPORTS - 1 2" TPED DRYWLL OR 1"X3" STRPPING FLOORS EXPOSED TO UNHETED SPCE: - FLOOR JOIST ND BEMS S PER PLN - 6MIL CONTINUOUS POLYETHYLENE - MIN RSI 4.40 BTT OR FOM INSULTION - EXTERIOR GRDE PLYWOOD OR LUMINUM SOFFIT - FLOOR JOISTS TO HVE MIN 1 1 2" BERING FSTENED T ECH END TO SILL PLTE OR HEDER. - PPROVED STEEL HNGERS WHERE FLUSH MOUNTING. - DDITIONL JOISTS OR BLOCKING UNDER PRLLEL NON-LODBERING WLLS BOVE - SND ND SCREW LL JOINTS WITH #8 12" O.C. - ENSURE MIN 3.34 RSI NON-COMBUSTIBLE BTT INSULTION ND 6 MIL POLY RE CONTINUOUS INTO JOISTS SPCES T EXTERIOR WLL RES WHERE REQUIRED. 21 STIRS: - GENERL DIMENSIONS: (MIN HED ROOM: 6'-5") (MIN WIDTH: 2'-10") - STRIGHT STIR: (RISER LIMITS: 4 7 8"-7 7 8") (RUN LIMITS: 8 1 4"-14") (TRED LIMITS: 9 1 4"-14") - HNDRIL REQUIRED FOR STIRS WITH 2 OR MORE RISERS (3 OR MORE FOR EXTERIOR STIRS) EXTEIROR STIR (WOOD): - 2"X12" PRESSURE TRETED STRINGER (NILED TO DROPPED DECK WITH MIN 4" DEPTH) - TRED BORDS SCREWED TO STRINGER - BOTTOM OF STRINGER TO BE NCHORED TO PRECST CONCRETE BSE WITH 2-.5" THRU BOLTS - HNDRIL REQUIRED FOR LL STIR WITH MORE THN 3 RISERS - REFER TO SB-7 OF OBC FOR LL RILING ND GURD CONSTRUCITON DETILS 25 FOUNDTION WLL: FOUNDTION WLL CONSTRUCTION (CONCRETE BLOCK): - 10" CONCRETE BLOCK (15MPa) CENTERED ON FOOTING. - 8" NCHOR BOLTS ( 1 2" dia) EMBEDDED MIN 7'-10" O.C. (SOLID CONC FILLED TOP COURSE.) INTERIOR FCE (UNEXCVTED): - MIN RSI 2.11 (R12) RIGID INSULTION (EXTEND MIN 24" BELOW GRDE) - ENSURE INSULTION SEPRTES INTERIOR FLOOR SLB ND FOUNDTION WLL DMPPROOFING & DRINGE LYER: - BITUMINOUS DMP PROOFING LYER ON 1 4" LYER OF PRGING FOR CONCRETE BLOCK. - OVERLPPING LYER OF DELT-MS DRINGE WRP(INSTLLED S PER MNUFCTURER'S ) OR MIN 4" FREE DRINING GRNULR MTERIL. - LL DMP PROOFING ND DRINGE TO EXTEND TO FOOTING LEVEL WEEPING TILE: - 4" WEEPING TILE(1% SLOPE TO DRIN) WITH MIN 6" OF 3 4" GRNULR STONE COVER - WEEPING TILE TO BE LEVEL WITH FOOTING BELOW INTERIOR SLB. ENSURE TILE IS CONTINUOUS & CONNECTED TO PPROVED DRINGE LOCTION " PRGING LYER FOR LL CONCRETE BLOCK FOUNDTIONS - PROVIDE BRUSH COT PRGING FOR EXPOSED FOUNDTION BOVE GRDE. - WTERPROOFING REQUIREMENTS WHERE HYDROSTTIC PRESSURE OCCURS - MIN RSI 3.34RSI (R20) WHERE 50% OF FOUNDTION IS BOVE GRDE - FOUNDTION TO EXTEND MIN 6" BOVE FINISHED GRDE. - LTERL SUPPORT FOR FOUNDTIONS EXCEEDING HEIGHTS IN OBC TBLE OR 40'-0" IN LENGTH VINYL SIDING EXTERIOR WLL (2"X6" FRMING): - HORIZONTL VINYL SIDING EXTERIOR FINISH (PPLIED S PER MNUFCTURES ) - CONTINUOUS OVERLPPING IR BRRIER SYSTEM - 'TYVEK' - 1 2" EXTERIOR TYPE WLL SHETHING - 2"X6" 16" O.C. (BLOCKING MID HEIGHT) DOUBLE TOP PLTE / SINGLE BOTTOM PLTE - MIN 3.34 NON-COMBUSTIBLE BTT INSULTION - 6MIL POLY VPOUR BRRIER - 1 2" GYPSUM BORD 45 MIN F.R.R: - 5 8" TYPE 'X' GYPSUM BORD IN LIEU OF TYPICL 1 2" GYPSUM BORD WHERE LL EXTERIOR WLLS HVE LIMITING DISTNCE LESS THN 3'-11" SHEET TITLE: 29 INTERIOR PRTITIONS: NON-LODBERING: - 2X4 SPRUCE STUDS 16" O.C. WITH SINGLE TOP ND BOTTOM PLTES (2X6 WHERE NOTED) - 1 2" GYPSUM BORD FINISH ROOM SIDE LOD BERING: - 2X6 SPRUCE STUDS 16"O.C. (BLOCKING MID HEIGHT) WITH SINGLE BOTTOM PLTE / DOUBLE TOP PLTE (ENSURE PLTES RE DEQUTELY SECURED TO FLOOR ND ROOF SSEMBLIES) - 1 2" GYPSUM BORD FINISHED ROOM SIDE. - LOD BERING WLLS MY BE OFFSET MX 24" FROM END BERING BELOW WHEN JOISTS RE RUNNING PERPENDICULR TO WLL - LOD BERING WLLS TO BE RESTING ON STRUCTURL BEM BELOW WHERE FLOOR JOISTS RE RUNNING PRLLEL TO WLL 33 ROOF CONSTRUCTION (PITCHED / UNHETED TTIC SPCE): CONSTRUCTION: - 25 YER SPHLT SHINGLES - NO 15 BUILDING PPER - 3 8" ROOF PLY SHETING('H' CLIPS T UNSUPPORTED EDGES) - ROOF FRMING S PER PLN (C/W 2"X4" COLLR TIES ECH RFTER) - RSI 7.00 BTT INSULTION - 6 MIL POLYETHYLENE - TPED 1 2" DRYWLL FINISH ROOF VENTILTION: - MIN OF INSULTED RE WITH MIN 25% T RIDGE ND 50% T SOFFITS - MINTIN MIN 1" CLERNCE BOVE BFFLE BORDS WITH MIN RSI 2.11 OVER EXTERIOR WLL EVES PROTECTION: - EVE PROTECTION TO EXTEND MIN 36" UP FROM EDGE OF ROOF WITH NO LESS THN 12" BEYOND INSIDE OF INTERIOR WLL FCE. - MIN 24" WIDE STEEL METL VLLEY FLSHING - TYPICL RIDGE BORDS, HIP/VLLEY RFTERS TO BE 2" DEEPER THN COMMON RFTERS - COLLR TIES TO HVE 1"X4" BRCING WHERE SPN IS GRETER THN 7'-10" IN LENGTH. 37 EVE CONSTRUCTION: CONSTRUCTION: - PREFINISHED LUMINUM PERFORTED SOFFIT, EVESTROUGH & FSCI - EVESTROUGH & DOWNSPOUTS TO CRRY RINWTER TO PPROVED DRINGE LOCTIONS 40 EXTERIOR DECK FLOOR FRMING: - 1"X4" P.T. WOOD DECKING (SPCED WITH 1 4" GPS) PERPENDICULR TO DECK JOISTS - PRESSURE TRETED DECK JOISTS ND BEMS S PER PLN NOTE: - LL EXPOSED LUMBER ND END CUTS TO BE PRESSURE TRETED 41 HND RILING & GURDS (EXTERIOR DECK) - 4"X4" PRESSURE TRETED WOOD POSTS - 2"X4" TOP ND BOTTOM RIL FSTENED TO POSTS - 2"X2" PRESSURE TRETED PICKETS - REFER TO OBC SB-7 DETILS FOR LL CONSTRUCTION DETILS ND NOTE: - 3'-11" MXIMUM SPCING BETWEEN POSTS - MIN 35" GURD HEIGHT FOR LL CCESSIBLE RES THT EXCEED 24" HEIGHT TO DJCENT LEVEL (42" WHERE GRDE DIFFERENCE EXCEED 6'-0") - MX 4" SPCING BETWEEN PICKETS - NO MEMBERS TO FCILITTE CLIMBING BETWEEN 4" & " MINIMUM SPECIFIED LODS: - MIN HORIZONTL LOD PPLIED INWRD OR OUTWRD T NY POINT T THE TOP OF THE GURD SHLL BE MIN 0.75 kn/m (52 lb/ft) OR CONCENTRTED LOD OF 1.0 kn (224 lb) PPLIED T NY POINT - PICKETS & OTHER INDIVIDUL ELEMENTS TO BE DESIGNED FOR MIN CONCENTRTED LOD OF 0.5 kn (112 lb) T NY MOMENT - MIN VERTICL LOD OF 1.5 kn/m (103 lb/ft) 44 STEEL POST: " X 3 16" STEEL POST - 5"X5" TOP ND BOTTOM PLTE (PLTES TO BE BOLTED TO STRUCTURE WITH (4) 6"X 1 2" BOLTS - CERTIFIED FIELD WELDING WHERE STEEL MEMBERS RE FSTENED TOGETHER 45 LRMS & DETECTORS: - PROVIDE C.O. DETECTOR IN LL ROOMS WHERE THERE IS SOLID FUEL BURNING PPLINCE OR STOVE. PROVIDE ONE SMOKE DETECTOR ND C.O. DETECTOR PER FLOOR, NER THE STIRS CONNECTING THE FLOOR LEVEL. SMOKE DETECTORS TO BE LOCTED SUCH THT ONE IS WITHIN 16'-5" OF EVERY BEDROOM DOOR ND NO MORE THN 49'-3' TRVEL DISTNCE FROM NY POINT ON THE FLOOR. LL LRMS TO BE CONNECTED TO N ELECTRICL CIRCUIT ND INTERCONNECTED TO CTIVTE OTHER LRMS IN DWELLING. 46 TTIC HTCH: - CCESS HTCH TO BE MIN 20"X28" WITH WETHER STRIPPING ND MIN 7.00 RSI RIGID INSULTION BCKING. - LLOW 24" MIN HEDROOM BOVE HTCH 49 DOORS & WINDOWS: WINDOWS: - FINL DOOR ND WINDOW SIZES TO BE CONFIRMED ON SITE IN CCORDNCE WITH WINDOW MNUFCTURERS INCLUDING R.S.O.(ROUGH STUD OPENINGS) - EVERY FLOOR CONTINING BEDROOM ND NOT SERVED BY N EXTERIOR DOOR SHLL CONTIN T LEST 1 WINDOW HVING N UNOBSTRUCTED OPEN RE OF 3.8 SF (NO DIMENSION LESS THN 15" ) ND SILL HEIGHT MINIMUM OF 3'-3". - EXTERIOR DOORS & WINDOWS WITHIN 6'-7" OF GRDE TO BE CONSTRUCTED TO RESIST FORCED ENTRY. - PRINCIPL ENTRNCE TO HVE DOOR VIEWERS, GLSS, OR SIDE LIGHTS. - LL WINDOWS STNDRDS TO CONFORM TO REGRDING IR TIGHTNESS, WTER TIGHTNESS, ND WIND LOD RESISTNCE. - LL SILLS TO SLOPE WY WITH DRIP LOCTION MIN 1" FROM THE WLL SURFCE. - EXTERIOR DOORS TO BE MIN RSI 0.7 CONSTRUCTION NOTES 11

12 SHEET TITLE: GENERL: - DIMENSIONS TO BE VERIFIED ON SITE BY LL CONTRCTORS - CONTRCTORS RE RESPONSIBLE FOR NY MODIFICTIONS IN DIMENSIONS ND DUE TO FIELD CONDITIONS - LL CONSTRUCTION TO DHERE TO THE REQUIREMENTS OF THE ONTRIO BUILDING CODE S WELL S NY OTHER CODES ND. - LL MTERILS TO DHERE TO THE OF THE 2006 ONTRIO BUILDING (CHECK TRDES, MNUFCTURTES ND SUPPLIERS REGRDING LL SPECFICTI0ONS RELTED TO NY PRODUCTS ND INSTTLION REQUIREMTNS ) PREFBRICTED ITEMS & ROOF TRUSS SYSTEMS: - LL PREFBRICTED ITEMS TO BE SITE MESURED PRIOR TO CONSTRUCTION (NY DISCREPNCIES MUST BE REPORTED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION) ROOF TRUSSES: - ROOF TRUSS SYSTEM TO BE DESIGN BY TRUSS MNUFCTURE - CONVENTIONL FRMING WHERE NOTED S PER PPROVED TRUSS LYOUTS - LL LMINTED VENEER LUMBER (LVL) BEMS, GIRDERS TRUSSES, ND STEEL HNGERS SUPPORTING ROOF LODS MUST BE DESIGNED ND CERTIFIED BY TRUSS MNUFCTURER SOIL CONDITIONS & HIGH WTER TBLES: - SOIL ENGINEERING PPROVL REQUIRED FOR INDEQUTE SOIL CONDITIONS; INCLUDING HIGH GROUND WTER, UNSTBLE SOILS, CLY, FROST SUSCEPTIBLE ND NGLE OF REPOSE REQUIREMENTS. - ENSURE DEQUTE WTER PROOFING SYSTEMS RE INSTLLED FOR FOUNDTIONS ND BSEMENT FLOOR SLBS WHERE HIGH GROUND WTER CONDITIONS EXIST (INCRESE FOOTING SIZES WHERE REQUIRED) STRUCTURL BEMS, LINTELS, COLUMNS, & POSTS: - LL WOOD BEMS TO HVE 3" MIN SOLID BERING - LL WOOD LINTELS TO HVE 1 1 2" MIN SOLID BERING -LL STEEL BEMS ND LINTELS TO HVE 6" MIN SOLID BERING - LL STRUCTURL POSTS SHLL HVE WIDTH NO LESS THN THE WIDTH OF THE SUPPORT MEMBER - LL STRUCTURL MEMBERS BERING ON MSONRY WLLS TO HVE MIN 14" SOLID MSONRY WITH 4"X12"X 5 8" STEEL PLTE - MSONRY COLUMNS SHLL BE MIN 12"X12" - ENSURE STUDS RE DOUBLED UP ON BOTH SIDES OF WOOD LINTELS SOLID BERING: - LL STRUCTURL LODS TO BE CONTINUOS & VERTICL THROUGH THE FOUNDTION - STRUCTURL MEMBERS TO BE INSTLLED PLUMB, VERTICL ND NCHORED IN SUCH WY TO PREVENT UPLIFT ND LTERL MOVEMENT - ENSURE POSTS RE LTERLLY SUPPORTED T BOTH ENDS - PROVIDE BLOCKING BENETH FLOORS FOR CONTINUOS SOLID BERING INSULTION: - LL INSULTION TO BE NON-COMBUSTIBLE BTT INSULTION OR FOM INSULTION (FOM INSULTION TO BE ICYNENE INSULTION OR EQUIVLENT) - CEILING WITH TTIC - R38 - ROOF WITHOUT TTIC - R28 - EXTERIOR WLL - R19 - FOUNDTION WLL(24" BELOW GRDE) - R12 - EXPOSED FLOORS - R25 - SLBS ON GRDE - R10 - SUPPLY DUCTS TO UNHETED SPCES - R12 DOORS ND WINDOWS: - R.S.O FOR WINDOW SIZES TO BE SUPPLIED BY WINDOW MNUFCTURER - EVERY FLOOR CONTINING BEDROOM ND NOT SERVED BY N EXTERIOR DOOR SHLL CONTIN T LEST 1 WINDOW HVING N UNOBSTRUCTED OPEN RE OF 3.8 SF (NO DIMENSION LESS THN 15" ) ND SILL HEIGHT MINIMUM OF 3'-3" FIRE RTING REQUIREMENTS: - LLOWBLE EXTERIOR WLL OPENINGS TO TO CONFORM TO TBLE (NO OPENINGS PERMITTED IN EXTERIOR WLLS THT RE LESS THN 3'-11" FROM THE PROPERTY LINE) - EXPOSED BUILDING FCE WITH LIMITING DISTNCE LESS THN " REQUIRE NON-COMBUSTIBLE CLDDING - EXPOSED BUILDING FCES WITH LIMITING DISTNCES LESS THN 3'-11" REQUIRE 5 8" TYPE 'X' FIRE RTED INTERIOR DRYWLL (CONTINUOUS) - FIRE STOP BLOCKING TO BE PROVIDED BETWEEN LL STUDS - PRTY WLL ND FIRE WLL REQUIREMENTS WHERE REQUIRED S PER O.B.C 9.10 HVC: - HVC DESIGN ND CLCULTIONS TO BE PROVIDED BY QULIFIED HVC DESIGNER. LEGEND # # BBREVITIONS - RE OF WORK - EXISTING TO BE REMOVED - EXISTING TO REMIN - PROPOSED PRTITION - PROPOSED (CONC BLK WLL) - PROPOSED (POURED CONC WLL) - PROPOSED EXTERIOR WLL (BRICK VENEER) - PROPOSED EXTERIOR WLL BUILING SECTION - STRUCTURL BEM - SMOKE LRM - CO DETECTOR - EXTER VENT / FN C - IR CONDITIONING BLK - CONCRETE BLOCK CJ - CEILING JOIST CLO - CLOSET CO - CO2 DETECTOR CONC - CONCRETE EXTG - EXISTING EXH - EXHUST FN F - FLT RCH FD - FLOOR DRIN FG - FKE GLSS FIN - FINISHED FJ - FLOOR JOIST FTG - FOOTING FURN - FURNCE GFI - GROUND FULT INTERUPTER HB - HOSEBIB HWT - HOT WTER TNK LIN - LINEN LTL - LINTEL OC - ON CENTER OH - OVERHED OT - OPEN TO BOVE OTB - OPEN TO BELOW PL - POINT LOD PT - PRESSURE TRETED RJ - ROOF JOIST RWL - RIN WTER LEDER SB - SOLID BERING SBF - SOLID BERING FROM BOVE S - SMOKE LRM STL - STEEL LINTEL U/G - UNDER GROUND U/S - UNDER SIDE UNEXC - UNEXCVTED WB - WOOD BEM - CONSTRUCTION NOTE (UNLESS NOTED OTHERWISE) - DOOR SIZE (INCHES / SEE DOOR SCHEDULE) - STEEL COLUMN - STRUCTURL POST - POT LIGHT UTILITIES ND UNDER GROUND SERVICES: - CONTCT LL LOCL TO GS, ELECTRICL, WTER, SEWER, DRINS, ESEMENTS ND OTHER RELTED ITEMS WHERE PPLICBLE FD - FLOOR DRIN TRUNK dia LESS THN 10 CM DOOR SIZES MIN PROTECTION DISTNCE 1.8 M CM 2.4 M CM 3.0 M CM 3.6 M CM 4.2 M CM 4.8 M CM 5.4 M CM 6.0 M NO CONSTRUCTION CTIVITY IS PERMITTED WITHIN PROTECTED TREE ZONES S OUTLINED IN THIS TBLE TREE PROTECTION ZONES PPLY TO LL PRIVTE ND CITY OWNED TREES (RVINES INCLUDED) PROTECTION ZONES MUST BE MINTINED THROUGHOUT CONSTRUCTION NY WORK THT WILL ENCROCH INTO TREE PROTECTION ZONE REQUIRES WRITTEN NOTIFICTION TO THE URBN FORESTRY SERVICES TREE PROTECTION MIN 1'-6" X 6'-8" X 1 3/4" MIN 1'-8" X 6'-8" X 1 3/4" MIN 1'-10" X 6'-8" X 1 3/4" MIN 2'-0" X 6'-8" X 1 3/4" MIN 2'-2" X 6'-8" X 1 3/4" MIN 2'-4" X 6'-8" X 1 3/4" MIN 2'-6" X 6'-8" X 1 3/4" MIN 2'-8" X 6'-8" X 1 3/4" MIN 2'-10" X 6'-8" X 1 3/4" MIN 3'-0" X 6'-8" X 1 3/4" - FINL DOOR HEIGHTS TO BE CONFIRMED ON SITE. - EXTERIOR DOORS TO BE MIN R4 - EXTERIOR DOORS FOR FIRE RTED WLL SSEMBLIES TO BE MIN R20(45MIN RTED WLLS) OR MIN R45(1HR RTED WLLS) - GRGE TO HOUSE DOORS TO BE EXTERIOR TYPE DOORS WITH SELF CLOSING DEVICE - ENSURE LL FRONT DOORS RE DEQUTELY PREPRED WITH DOORS VIEWS ND RESISTNCE TO FORCED ENTRY 13