|
BUILDING LASTING RELATIONSHIPS
<br /> )JECT SPECIFIC DETAILS FOR CONSTRUCTION PURPOSES.
<br /> ION STANDARDS ARE TO BE APPLIED AT RELEVANT RYANC~MPANIESUS,INC.
<br />GRID 50 South Tenth Street, Suite 300
<br />TAPERED CEDAR OVER ~ N 0 N LY ~ Minneapolis, MN 55403-2012
<br /> - - - 612-492-4000 tel
<br />314" FRT PLYWOOD SLOPE --i. PREFINISHED METAL CAP _ WI CONTINUOUS KEEPER EACH
<br />SIDE T.O. MASONRY `0 612-492-3000 fax
<br />SEE SECTIONS r ~ " tl WWW.RYANCOMPANIES.COM
<br />q. CONTINUOUS SEALANT ~ EPDM MEMBRANE FLASHING UP
<br />gEp,p ~ ' ~ AND OVER PARAPET. FULLY
<br />SMOOTH FACE CMU ADHERED A B
<br />A B PROJECT NAME
<br />PROVIDE CELLVENTING AS REQUIRED AT CMU z 6 TRANSOMA
<br />OPEN CORES
<br />TOP OF MASONRY _ 4 TOP OF MASONRY _
<br />.i'. "r; CMU AOT02 - ~ - , . , - - - - - - - 'r., .
<br />SEE SECTIONS SEE SECTIONS - ~ f~~, • • - - _ _ - - • - - I-...• -
<br />MASONRY CELL VENT MASONRY CELL VENT ' :~`r,'? 1 - `~r;; rr;~-~ - i ~ - i, , r-., - -
<br />- .~r'4~
<br />
<br />;'r
<br />5 - '~r, - , r. - - - ~
<br />5
<br />4 TYPICAL PARAPET CAP - - - MORTARDRAINAGE MESH AOT02 MASONRY DRAINAGE MESH - - -1_,,;~ LOCATION
<br />OTO 1 112" =1'-0" MASONRY WEEPS ON MASONRY WEEPS ON ~ - - - , , - , i. - - r: - ~7~ - - - - - r:- - - - 1•~•
<br />BONDBEAM (MTI SYSTEMS) ~ BOND BEAM (MTI SYSTEMS) 4 , ; , - - - - - .L~~ _ E BRI - - GH 0 - N W T N .r" - •r; i~• ^ i ";'rr ~Y~, ,
<br />_ - - - ; J015TBEARING ~ ~ ` CMU _ - _ _ JOIST BEARING " " ~ I-( ~ 1. ••i r: ~.y., ~ y". 5' ' - ~ Fr ra-. .-1 - ~Y. - - "rr'~ _ _ _ I A M ESOT NN ~
<br />~ EPDM MEMBRANE FLASHING SEE SECTIONS SEE SECTIONS ~ - , ,f. J 1~ r. . :rt,~~., . ~ ..;-C. r. •1 ,~,:..c:.~ ~Y:. G~- _ -`~t~. .~tt;.rtrll ir,~ .titi _f+
<br />E H UPANDOVERPARAPETWALL. - - MORTARDRAINAGE M S 2 ~ Lr, _ - 4. - L. - r l ` - - fi - - ,{r - ~(4 • - • , - - -
<br />FULLYADHERED ~ - ;',r,- - MASONRY CELL VENT MASONRY CELL VENT ~'-'-=~-,r n - - - - - SHEET TITLE
<br />MASONRYWEEPS ON ~ - FILLED CMU (MTI SYSTEMS) ; , CONSTRUCTION
<br />_ 1 - -;-F; - . ~ I STANDARDS
<br />
<br />-
<br />- ; - U , , ,
<br />_ ` ~ ~ CMU WALL -SEE SECTIONS ,n - - r REVISIONS
<br />h? \ - ~ : a- ~ ~ ~ CMU WALL -SEE ~ 0
<br />- SECTIONS ' - - - , - ~ 07.31-2007 BID PACK #1 s . • ~
<br />~ 06.24-2007 PERMIT ISSUE , 5 5 2 ~
<br />JOIST BEARING i . , , r Z l ~ ,i,
<br />SEE SECTIONS ~ . t? ~ ,"",r ~ 1 .A , r`r.. ~
<br />FUTURE TENANT WALL WITH 1 r ~
<br />INSULATION AND VAPOR MASONRY DRAINAGE MESH ~.`~~ti~:
<br />CMU BOND BEAM • a... BARRIER. (NIC) ~ ~ . ~ MASONRY CELL VENT MASONRY WEEPS ON 2 -
<br />BONDBEAM (MTI SYSTEMS) - '`'r7 ,'yr , ~ ~
<br />PAINTED GALVANIZED ~ °''•~~a
<br />METAL FLASHING s i~ a ,4., i r •
<br />PROVIDE CMU CELL VENTING AS REQUIRED AT OPEN CORES , r
<br />;
<br />_
<br />
<br />5 TYPICAL ROOF AT MASONRY WALL
<br />_ ~ T 112 -1 0 o i -o - - -
<br />METAL THRESHOLD IN :'r''.: CONTINUOUS SEALANT BED ~ I I ,,L .r ,r:,
<br /> ~i _ I
<br />PROVIDE FULLY ADHERED c - i
<br />REFER TO STRUCTURAL FLEXIBLE FLASHING-MIN, 6 7 SIM, 5
<br />" ~ METAL DOOR AND FRAME CMU -SEE SECTIONS 2 ABOVE BLOCK FLASH D FOR SIZES AND TYPES AOT02 AOT02 -SEE ELEVATION ti ;y,,
<br />SYSTEM STOOP. COORDINATE FLEXIBLE FLASHING ~ ''r~"-F STOOP DIMENSIONS WITH ~ ''h -
<br />~ CIVIL DWGS. MORTAR DRAINAGE MESH n ~I , 1 5• t , -
<br />FUTURE TENANTWALL ' VAPOR RETARDER UNDER I VAPOR RETARDER UNDER WITH INSULATION AND MASONRY WEEPS ON SLAB CUSHION -VERIFY SLAB CUSHION -VERIFY ,~~I~ •,'n 't:
<br />BE BOND AM MTI SYSTEM ( ) VAPOR BARRIER. NIC PLACEMENT WITH GEOTEC PLACEMENT WITH GEOTEC MORTAR DRAINAGE MESH ( ) ;~~.~5'• a•!~,• i•~~• 5 - r•'
<br />ENGINEER TYP ENGINEER P I ~ ' FINISHED FLOOR ~ i ( ) FINISHED FLOOR ~ ) T'S
<br />FINISHED FLOOR • -r , - - r. MASONRY WEEPS ON ~ SEE SECTIONS 'x • ~ ~ SEE SECT. ~ , _ ` x~ a 3
<br />A . . M SEE SECTIONS , FILLED CMU MTI SYSTEMS - . ( , ~ Q
<br />' SIDEWALK OR CMU BOND COURSE CMU BOND BEAM THERMAL BOND BREAK ~ ~ /
<br />GRADE i • ~
<br />~ . PROVIDE TREATED 2 X~BL KlN' ~ ; / SYSTEM NOTES, ~ '..A 'EM NOTES;
<br />~ FOR THERMAL BREAICA ~ ~ _ ~ ~ ' : ' / VAPOR RETARDER. ~ ~ ~ ~ \ ~ ~ ~ • . 1112 EXTRUDED THRESHOLDATTACHMEN~~,/ 1112 EXTRUDED
<br />' PLACE UNDER SLAB ~ , ~ ; ~ POLYSTYRENE ~ ~ ~ _ POLYSTYRENE OPEN CMU CORE AREA 0 MASONRY WEEPS INSTALLED ON TOP OF FILLED CMU CORES OR BOND BEAMS. WEEP
<br />CUSHION VERIFY ~ ~ ~ . ~ , . ~ , ~ 1 OPEN CMU CORE AI \ _ ~ ~ ~ BOARD INSULATION \ ~ . BOARD INSULATION • ~ . - DRAIN TILE ~ ` TO WALL EXTERIOR.
<br />/ / , ~ WITH FILTER ~ , ; /
<br />~ FABRIC , r : TOP OFFOOTING / / TOP OF FOOTING _ 2 GROUTED CORES C
<br />GRADE 1 112" EXTRUDED SEE SECTIONS SEE SECTIONS ROUTED CORES OR BOND BEAM -SEE STRUCTURAL FOR LOCATIONS 05 MORTAR DRAINAGE MESH. INSTALL AT AN ANGLE AS INDICATED IN DETAILS IN EACH OPEN CMU CELL ABOVE IMBEDDED FLASHING UNITS OR MASONRY WEEPS
<br />POLYSTYRENE ~
<br />BOARD INSULATION ~ - ' ~ 3 EMBEDDED FLASHII MBEDDED FLASHING UNITS INSTALLED IN EACH OPEN CMU CORE. INSTALL O CELL VENTS. INSTALL IN HORIZONTAL MORTAR JOINTS BRIDGING CENTER WEB OF
<br />ONE COURSEABO~ ENE COURSE ABOVE ADJACENT 51DEWALK OR GRADE. WEEP TO WALL CMU TO ALLOW AIR FLOW THROUGH BOTH OPEN VERTICAL CORES.
<br />EXTERIOR. XTERIOR.
<br />' SECTION AT B SECTION AT A
<br />6 TYPICAL FLOOR AT BLOCK WALL 1 SINGLE WYTHE MASONRY EXTERIOR BEARING WALL -WEEP SYSTEM & VENTILATING DIAGRAM
<br />OTO 1 112" =1'-0" OTO 112" =1'-0"
<br />GRID
<br /> CURB BY CIVIL
<br /> 4' - 3 314"
<br />PROVIDE EMBEDDED FLASHING CURB BY CIVIL REFER TO DETAILS FOR SILL PROFILE MORTAR DRAINAGE MESH UNIT IN EACH OPEN CMU CELL CONCRETE SIDEWALK
<br />(BLOK FLASH SYSTEM) CONCRETE SIDEWALK CONCRETE STOOP DIMENSION PAVEMENT ELEVATION EXPANSION THERMAL
<br />CMU PAVEMENT ELEVATION ~ DIAL BOND BREAK VARIES -SEE PAVING JOINT FILLER BOND BREAK I hereby certify that this plan, specification,
<br />VARIES -SEE PAVING SEE PLAN THERMAL BOND BREAK EXPANSION JOINT FILLER ~ PROVIDE FLEXIBLE FLASHING PLAN PLAN or report was prepared by me or under my
<br />AT ALL EXTERIOR SINGLE EXPANSION JOINT FILLER AGGREGATE direct supervision and that I am a duly
<br />REFER TO STRUCTURAL WYTHE CMU WALLS -EXTEND AGGREGATE - DRAWINGS FOR CONCRETE MIN, 2" ABOVE BLOK FLASH a : , = ad. . . '••t , r ,'t,, ,i' f :d'~ ;.d+.;. , r F ~ t , d t , a." BASE COURSE ~ `E ' ~ ~ Licensed Architect under the laws of the
<br />- ; i STOOP. COORDINATE STOOP that ~uursat _ _L ~L - ~ - z Jl6lL. V11Y111ll11.~V LA.
<br />DIMENSIONS WITH CIVIL DWGS. THERMAL BOND BREAK
<br />cc)
<br />FIN FLOOR z - - gax
<br />/ - Q K 100TItd , RUCTU SEE SECTIONS \ \ / Y 3
<br />. zk~ „ ~ a ~T T TT. ,
<br />SUBGRADE SUBGRADE~
<br />U/tPOR RETARDER.. RLAG.: y, A r c k r` (COMPACTED AS \ \ , i Utf?E~SLABGUSWiON V€RIY' REQUIRED (COMPACTED AS - 0" 6" 6" REQUIRED 7r ~f
<br /> d n. a
<br />DRAIN TILE WITH SOCK • SLOPE TO STORM F UNDATION WALL- SEE
<br />4-0 I t / DRAIN SYSTEM AS REQUIRED, CONFIRM CONC FOOTING -SEE S UCTURAL \I r EXTENT W/ CIVIL ENGINEERS. 'i TR T RAL DRAIN TILE WITH SOCK - SLOPE TO REGISTRATION NO. DATE _ STORM DRAIN SYSTEM AS /
<br />. ,A BOTTOM OF FOOTING 'Z k , BOTTOM OF FOOTING =xa REQUIRED. CONFIRM EXTENT WI
<br />1 112" EXTRUDED POLYSTYRENE SEE SECTIONS CIVIL ENGINEERS SEE SECTIONS c 2007 RYAN COMPANIES US, INC.
<br />BOARD INSULATION
<br />7 TYPICAL CMU WALL AT FLOOR 3 TYPICAL SIDEWALK WEDGE DETAIL AT STOOP 2 TYPICAL SIDEWALK WEDGE DETAIL AT WALL JOB NUMBER HISTORY
<br />OT0 1 112" =1'-0" OT0 314" =1'-0" OT0 314" =1'-0"
<br />SHEET NUMBER
<br />AOT02
<br />DRAWN BY CHECKED BY
<br />LBITR JC
<br />JOB NUMBER DATE
<br />070061.000 08-24.2007
<br />
|