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align edge with north face align edge with south edge of <br />brick pilaster/upright door casing on existing house <br />a terrace edge 4 west edge of terrace <br />N <br />match existing < <br />AZZ; <br />- <br />-- <br />---------- <br />TYPICAL SEC 770M 0 PLANTER WALL <br />soil TBD by landscape architect <br />7 <br />filter cloth <br />line of <br />1/2" th, drainage bd. <br />'N' <br />114 "th protection bd <br />(open) V 6waterproofing layers (PROCORE" t <br />ickness a. drawn) <br />X <br />re <br />777 poured conc (th <br />8* <br />T-8 4 4" <br />0 tJ <br />---------- <br />21 a <br />Z 4 <br />N <br />----------------- ---- <br />--------- 89 minimum <br />(slopes to drain) <br />< <br />0 <br />soldier course (4? planter edge <br />brick pavers to match existing terrace <br />( Verity Paving material wl la n dsca pe Architect) <br />FFE (existing) <br />1001-01 <br />TYPICAL SECTION OTERR4CEICEILIN9 <br />see notes (90 adjacent drawing <br />T.O. Bearing <br />VERIFY W/ EXISTING HOUSE <br />varies -(sloped} <br />BEARING 0 WEST ED - GE <br />, 98'-6* <br />BEARING @ EAST EDGE <br />98'-2' <br />shelf height varies due to slope of plank <br />see structural for reinforcing <br />planter bed wl 4" gra vel 4 bottom <br />W91 <br />replace /repair flooring at EXISTING GARAGE <br />as necessary to match existing <br />T.O. BEARING <br />4-T-_1 _1" <br />5 0 () T(Ty) ka (t)(2 AW <br />0- see structural for reinforcing <br />@ 0 <br />bond beam w12 #5 continuous vJ <br />surrounding bl'odeffradabile form T.O. Bearing <br />half course 12" CMV <br />y <br />> <br />F -v <br />I <br />- WALL 0 SOUTH FACEABOVE GARAGE FLOOR <br />I 112'protection1drainage bd. (warm -n -dry) <br />moisture protection 14W (tuffn-dry) <br />12' CMU <br />2 x furring with rigid insulation at cavity <br />vapor barrier <br />518" th gypsum bd. <br />TYPICAL SECTION 0 GARAGE FLOOR/CEILING — <br />concrete slab wl infloor heating NOTE. <br />drainage bd. <br />,01/ drains forgarage floor are, to be bi-level drains -- <br />waterproofing layer ("PROCORE" system) /they allow drainage at both the top surface and at <br />bed of conc. over plank -slope If; drains the drainage board located within the slab <br />12'conc. -plank - <br />wood stud furring wl ba tt insulation <br />vapor barrier <br />518' ffi gypsum bd. <br />T.O. BEARING <br />bond beam w12 #5 continuous <br />cut 16' CMU as necessary to achieve proper <br />bearing height <br />WALL 0 SOUTH FACE BELOW GARAGE FLOOR <br />1 112 NprotectionAdrainage bd. (Warm-n-dly) <br />moisture protection layer (tuff -n -dry) <br />160 CMU <br />2 x 6 furring with batt insulation at cavity <br />vapor barrier <br />518" th gypsum bd. <br />Insulate 4@ slab edge, run vapor barrier below slab up <br />wall surface tape continuous to vapor barrier of wall <br />01 F.F.E. (lower level-, <br />78'-81 <br />E <br />TP <br />run waterproofing layers 8' beyond terrace level <br />3 <br />copper flashing between stucco and terrace pavers <br />lo: <br />run drainage bd./protection bd CP wall edge <br />F.F.E. (ter -race) <br />E <br />TYPICAL <br />MATCH -EXISTING <br />SECTION 4& <br />4y <br />TERRACEREILING <br />brick pavers to match existing <br />—jr_ -X- <br />leveling concrete bed <br />112' drainage bd. <br />114' protection bd. <br />A <br />waterproofing layers ("PROCORE" system) <br />smoothing bed of conc. ever plank (I' nom.) <br />8 "conc. plank sloped to outside edge -- <br />(one 4' section of 12" plank set level OP FP.) 1-0" <br />co r= <br />wood stud furring wl batt Insulation <br />vapor barrier <br />11_O <br />518' th gypsum bd. <br />E 't;; <br />T.O. Bearing <br />2 <br />- -- <br />r <br />E2 <br />0- <br />0: <br />— <br />(typical at plank ends) <br />-7 <br />— add necessary furring to fill void between <br />40. <br />bond beam and existing structure <br />— bond beans w12 #5 continuous, set at plank <br />bearing-- NOTE- due to sloping plank west <br />wall has higher bearing elevation than east wall, <br />slope plank 4"over length of span <br />8" <br />— cut 12' CMU as necessary to achieve proper <br />bearing height <br />- WALL 0 SOUTH FACEABOVE GARAGE FLOOR <br />I 112'protection1drainage bd. (warm -n -dry) <br />moisture protection 14W (tuffn-dry) <br />12' CMU <br />2 x furring with rigid insulation at cavity <br />vapor barrier <br />518" th gypsum bd. <br />TYPICAL SECTION 0 GARAGE FLOOR/CEILING — <br />concrete slab wl infloor heating NOTE. <br />drainage bd. <br />,01/ drains forgarage floor are, to be bi-level drains -- <br />waterproofing layer ("PROCORE" system) /they allow drainage at both the top surface and at <br />bed of conc. over plank -slope If; drains the drainage board located within the slab <br />12'conc. -plank - <br />wood stud furring wl ba tt insulation <br />vapor barrier <br />518' ffi gypsum bd. <br />T.O. BEARING <br />bond beam w12 #5 continuous <br />cut 16' CMU as necessary to achieve proper <br />bearing height <br />WALL 0 SOUTH FACE BELOW GARAGE FLOOR <br />1 112 NprotectionAdrainage bd. (Warm-n-dly) <br />moisture protection layer (tuff -n -dry) <br />160 CMU <br />2 x 6 furring with batt insulation at cavity <br />vapor barrier <br />518" th gypsum bd. <br />Insulate 4@ slab edge, run vapor barrier below slab up <br />wall surface tape continuous to vapor barrier of wall <br />01 F.F.E. (lower level-, <br />78'-81 <br />0 <br />NOTE. <br />verify all foundation reinforcing wl structural details <br />WALL SECTION: south wall of addition looking west <br />SCALE: 1112' = 1'-0" <br />FOOTING <br />77'-0' <br />patch stucco as necessary 02 existing walls <br />E <br />TP <br />run waterproofing layers 8' beyond terrace level <br />3 <br />copper flashing between stucco and terrace pavers <br />run drainage bd./protection bd CP wall edge <br />F.F.E. (ter -race) <br />E <br />TYPICAL <br />MATCH -EXISTING <br />SECTION 4& <br />4y <br />TERRACEREILING <br />brick pavers to match existing <br />—jr_ -X- <br />leveling concrete bed <br />112' drainage bd. <br />114' protection bd. <br />< < <br />waterproofing layers ("PROCORE" system) <br />smoothing bed of conc. ever plank (I' nom.) <br />8 "conc. plank sloped to outside edge -- <br />(one 4' section of 12" plank set level OP FP.) 1-0" <br />co r= <br />wood stud furring wl batt Insulation <br />vapor barrier <br />11_O <br />0 <br />NOTE. <br />verify all foundation reinforcing wl structural details <br />WALL SECTION: south wall of addition looking west <br />SCALE: 1112' = 1'-0" <br />FOOTING <br />77'-0' <br />patch stucco as necessary 02 existing walls <br />E <br />TP <br />run waterproofing layers 8' beyond terrace level <br />xi <br />copper flashing between stucco and terrace pavers <br />run drainage bd./protection bd CP wall edge <br />F.F.E. (ter -race) <br />E <br />TYPICAL <br />MATCH -EXISTING <br />SECTION 4& <br />TERRACEREILING <br />brick pavers to match existing <br />setting bed of grout, (slope to match existing) <br />leveling concrete bed <br />112' drainage bd. <br />114' protection bd. <br />< < <br />waterproofing layers ("PROCORE" system) <br />smoothing bed of conc. ever plank (I' nom.) <br />8 "conc. plank sloped to outside edge -- <br />(one 4' section of 12" plank set level OP FP.) 1-0" <br />co r= <br />wood stud furring wl batt Insulation <br />vapor barrier <br />518' th gypsum bd. <br />E 't;; <br />T.O. Bearing <br />- -- <br />E2 <br />171- <br />— #4 x 1'-0" 0 48' ac. drill an <br />grout in place 31/2" <br />— <br />(typical at plank ends) <br />— add necessary furring to fill void between <br />40. <br />bond beam and existing structure <br />— bond beans w12 #5 continuous, set at plank <br />bearing-- NOTE- due to sloping plank west <br />wall has higher bearing elevation than east wall, <br />slope plank 4"over length of span <br />8" <br />— cut 12' CMU as necessary to achieve proper <br />bearing height <br />T.O. Garage floor <br />2 <br />0'-4* <br />slopes to drain --maximum <br />TYPICAL SEC RON 0 GARAGE FLOOR f CEILING <br />concrete slab wl in floor heating <br />D <br />drainage bd. <br />C= <br />CD <br />waterproofing layers ("PROCOREO system) <br />bed of conc. over plank -slope to drains <br />120conc. plank 1t-00 <br />wood stud furring wl batt insulation <br />vapor barrier <br />518" th gypsum bd. <br />T.O. Bearing <br />— #4x1'-0'048'o.c. drill and grout in place <br />(typical at plank ends) <br />— bond beam w12 #5 continuous, set at plank <br />bearing <br />— see structural for reinforcing <br />— cut 16' CMU as necessary to achieve proper <br />bearing height <br />— see structural for reinforcing <br />8K 51/2" I <br />8 4@ <br />1112 <br />WALL 0 WEST FACE BELOW GARAGE FLOOR N <br />'INN %I 112'protection1drainage bd. (warm -n -dry) <br />moisture Protection layer (tuff -n -dry) <br />2x 6 furring with batt insulation at cavity <br />vapor barrier <br />518' th gypsum bd. <br />FLOOR 0 LOWER LEVELA <br />314' the 7&G hardwood flooring <br />0, <br />Verify Hardwd fIrlinfloor heating Interface <br />4— <br />concrete setting bed wl in -floor heating system <br />concrete slab wl wire mesh <br />W <br />vapor barrier <br />r <br />1112 Igidinsulation X <br />y ( <br />4 nom. sand setting bed <br />E. (lower IeM) <br />7 <br />3* <br />7N <br />2 >�4 <br />46- A <br />V <br />5* _X – V X <br />--A <br />V <br />< 'A <br />A <br />11/2 <br />FOOTING <br />77'-00 <br />V <br />A <br />NOTE. < 6: < 0 <br />verify all foundation reinforcing w1structural details <br />WALL SECTION: west wall OZIP south end of addition <br />SCALE: 11/2" =1`-0" <br />I <br />brick pilaster/handrail post, (beyond) to match existing <br />steel guardrail to match existing <br />brick pavers to match existing terrace <br />soldier course at outer edge <br />stucco <br />copper flashing, "highback", running between waterproofing layers <br />copper flashing to conceal drainage board, size as needed <br />copper gutter with highback flashing. <br />runs continuous between brick pilasters <br />furring necessary to be flush with stucco and gutter <br />fill ends of conc. plank <br />#4 x 1 `_0" 0 48'o. c. drill and grout in place <br />(typical at plank ends) <br />bond beam w12 #5 continuous, set at plank <br />bearing-- NOIE,• due to sloping plank west <br />wall has higher bearing elevation than east wait <br />slope plank 4"over length of span <br />cut 8" CMU as necessary to achieve proper <br />bearing height <br />TYPICAL WALL 0 EAST TERRACE FACE <br />stucco to match existing <br />8" CMU wall <br />2 x 4 furring with batt insulation <br />vapor barrier <br />518" th gypsum bd. <br />#4 x 1'-0 " (0 48" o. c. drill and grout in place <br />(typical at plank ends) <br />NOTE. <br />B.O. FOOTING r 4k verify am foundation reinforcing wl structural details <br />76'-0' <br />WALL SECTION: east wall at south end of addition <br />14 SCALE: 1112" =:1'-0" <br />brick ledge (beyond) <br />ledge bearing a elev. 85'-00 <br />moisture proofing layer applied <br />to poured wall,, (TUFF -N -DRY) <br />(typical at a// below grade walls) <br />see structural for reinforcing <br />see structural for reinforcing <br />drain tile surrounded by <br />gravel within sill screen <br />(typical surrounding footing) <br />NOTE. <br />exterlor drain tile, to daylight <br />interior drain tile to sump pump <br />sleeve through as required <br />allow] 112' rise btwn interior <br />and exterior draintiles at sleeve <br />C) <br />co <br />C/) <br />CL <br />Sheet c <br />Q <br />0) Nt <br />CD <br />2C <br />t <br />E <br />xi <br />+ <br />E <br />co r= <br />E 't;; <br />E2 <br />16 <br />— <br />C= <br />CD <br />C) <br />co <br />C/) <br />CL <br />Sheet c <br />Q <br />0) Nt <br />CD <br />2C <br />t <br />