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ASPHALT ARCH. SHINGLES <br />OVER 30# BUILDING PAPER NO. 15U <br />OVER %" CDX PLYWOOD. ATTACH W/ <br />8d NAILS 6"O.C. ON EDGE AND 8" IN FIELD <br />SIMPSON H2.5A, ATTACH _ <br />PER MFR. SPECS (TYP) <br />CONT. DRIP EDGE <br />1"x6" WOOD FASCI <br />3/4" STUCCO CEMENT PLASTER° <br />e <br />C <br />ON EXPANDED WIRE LATH, WITH BEAM TO WALL CONN.: <br />3/4" X 2" SCREED VENT. SIMPSON LUS210-2 (FRAME) <br />(2) 8"X6" K.O. BLOCKS K.O. <br />CENTER WEBS & POUR TOP <br />FULL - #5 DOWELS W/ 10" <br />HOOKS INTO TOP CAVITY <br />W/25" LAP OF VERT. #5 <br />(CAP ENDS PRIOR TO POUR) <br />POUR ALL CELLS FULL <br />W/#5 TO TOP OF PIER <br />FROM TOP OF FOOTING <br />WALKWAY <br />op <br />N <br />OR WMU (,MASONRY) @ END <br />OF (2) 2"X10" BEAMS <br />8"X8" SYP#2 P.T. COLUMN. <br />- WRAP & TRIM PER BUILDER <br />SPEC <br />SIMPSON ABU88 COLUMN <br />_ BASE W/ %"0 M.B.'S %2"O A.B. <br />(MIN. 6" EMBED.) PER COLUMN <br />LAYOUT. (OPT. 1/z"0 WEDGE <br />ANCHOR) <br />COLUMN BASE TRIM <br />- (MASONRY COLUMN HT. A.F. <br />PER ELEVATION <br />8"X16" CMU BLOCKS <br />NUMBER OF COURSES <br />@ COLUMN PER LOT <br />SLOPE REQUIREMENT <br />- FOOTING DOWELS: #5'S <br />PER FDN. PLAN - EMBED <br />6" MIN. INTO FOOTING W/ <br />10" 900 HOOKS - LAP 25" <br />@ VERTICAL #5 REBAR. <br />_ FACE ALL AROUND W/ <br />STONE VENEER <br />4" CONCRETE W/ 6X6 <br />- W1.4XW1.4OR <br />FIBERMESH <br />SECTION 0 ENTRY POST <br />`�A60 SCALE:3/4" = 1'-0" <br />R703.6.2.1 WEEP SCREEDS - A MINIMUM 0.019 INCH (0.5MM) (NO. 26 GALVANIZED SHEET GAUGE), <br />CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL <br />ATTACHMENT FLANGE OF 3-1/2 INCHES (89MM) SHALL BE PROVIDED AT OR BELOW THE FOUNDATION <br />PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL <br />BE PLACED A MINIMUM OF 4 INCHES (102MM) ABOVE THE EARTH OR 2 INCHES (51 MM) ABOVE PAVED <br />AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF <br />THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE <br />EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP <br />SCREED. <br />R703.6.3 WATER -RESISTIVE BARRIERS - WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS <br />REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL <br />INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AS LEAST <br />EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED <br />INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY <br />FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.8) INTENDED TO DRAIN TO THE <br />WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. <br />EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED <br />SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D <br />PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVIEWING, SUBSTANTIALLY <br />NONWATER-ABSORBING LAYER OR DESIGNED DRAINAGE SPACE. <br />STUCC <br />STUCCO C( <br />O <br />7 <br />a <br />C>7 <br />TYPICAL WEEP SCREED DETAIL <br />... . <br />SCALE. I .2 — 1.'.-.0 .. <br />4TS <br />I9:100frel1► <br />L <br />R-30 BATT INSULATION <br />WOOD CROWN MOLDING ON ALL <br />WALLS, 2"x4" BLOCKING CONTINUOUS. <br />TRUSSESX/ 1QXHEEL <br />11:Io�►L2eLyJ_[elL <br />CONT. CEILING BOARD <br />2" x 4" CONT. WOOD <br />SINGLE TOP PLATE <br />\ (NON -LOAD BEARING) <br />2" x 4" WOOD STUD <br />@ 16" O.C. (TYP) <br />2" x 4" CONTINUOUS <br />WOOD BOTTOM PLATE <br />4" CONCRETE SLAB W/ 6"x6"xl0 4" BASE TRIM <br />GAUGE WELDED WIRE FABRIC. <br />VAPOR BARRIER <br />2: <br />TYPICAL INTERIOR WALL SECTION <br />A60; SCALE 1 "= 1-0^ —_ <br />PRE-ENGINEERED FLOOR TRUSSES <br />SIMPSON CCQ66SDS2.5 COLUMN CAP <br />TO BE NAILED PER MFR SPECS <br />SIMPSON LCB66 COLUMN BASE <br />TO BE NAILED PER MFR SPECS <br />12"x32"X32" THICKENED <br />SLAB REINFORCED W/ <br />(3) CONT. #5 REBAR <br />EACH WAY <br />FINISHED FLOOR-\ <br />PPORT BEAM <br />4" CONCRETE SLAB W/ 6"x6"xl0 <br />GAUGE WELDED WIRE FABRIC. <br />6 MIL. VAPOR BARRIER OVER <br />COMPACTED FILL - POISONED <br />UNCONDITIONED SPACE <br />R-30 BATT INSULATION <br />2" x 6" CONTINUOUS SYP #2 <br />WOOD DOUBLE TOP PLATE <br />1/2" CONT. GYPSUM BOARD <br />TEXTURED AND PAINTED <br />PRE ENGINEERED TRUSS HANGER <br />NJ <br />3/4" PLYWOOD FLOOR SHEATHING <br />° -PRE-ENGINEERED WOOD FLOOR <br />JOISTS AT 16" O.C.; JOIST HANGER <br />;_;3,``,, TYPICAL LOAD BEARING COLUMN <br />11 A60 ' SCALE 1" = 1' 0" <br />1 x TREAD <br />FLOG ISTS RISER- 1/2" _ <br />PLYWOOD <br />OR 1 "x (OPT.) t� <br />10" z <br />_ LL1 <br />` � U <br />' w <br />LLI <br />• ill �� O <br />2 IY 2 <br />z <br />9/16" RADIUSED <br />NOSING <br />INSTALL 2"x4" LEDGER W/ <br />(2) 12d NAILS @ 12" TO WALL <br />& JOISTS, NOTCH STRINGERS <br />& TOENAIL W/(3) 12d NAILS INSTALL 2" " @ ` <br />EACH SIDE TO LEDGER, WALL OUTSIDE OF S INGE'RS <br />& FLOOR JOISTS FOR WALL OFFS <br />DETAIL REFERENCES FBC 7TH EDITION (2020) RES. <br />SECTIONS R311 & R312, R311.7.4, R311.7.5.1, <br />HANDRAIL/GUARD NOTES: <br />- STAIR HANDRAIL PER FBC 1009.11 & FBC 2004-R R311.5.6. <br />- GUARDS PER FBC 1012 & FBC 2004-R R312. <br />- HANDRAILS REQ'D MINA OF CONT. RUN OF TREADS W/ (4) OR <br />MORE RISERS (30 IN.) MIN. HT. ABOVE LEADING EDGE OF STAIR <br />TREAD = 34", MAX. HT. = 38" GUARDS REQ'D WITH PORCHES, <br />BALCONIES OR RAISED FLOORS MORE THAN 30 IN, A.F.F. OR <br />GRADE BELOW. <br />- OPEN SIDES OF STAIRS (MORE THAN 30" A.F.F. IR GRADE) SHALL <br />HAVE GUARDS MIN. 34" IN HEIGHT ABOVE TREAD NOSING (R312.1). <br />- GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE <br />OF A SPHERE OF 4" OR MORE IN DIAMETER (R312.2) <br />- HANDRAILS SHALL HAVE A CIRCULAR CROSS SECTION W/ A <br />DIAMETER OF 1.25" TO 2" OR NON -CIRCULAR CROSS SECTION <br />WATER EXITS W/ A PERIMETER DIM. OF MIN. 4" TO MAX. OF 6.25" W/ MAX. <br />FROM EDGE, NOT THROUGH HOLES CROSS-SECTION OF 2.25" PER FBC 1009.11.3 & FBC 1994-R <br />R311.5.6.3. <br />- GRIPPING SURFACES SHALL BE CONTINUOUS WITHOUT <br />INTERRUPTION BY POSTS OR OTHER OBSTRUCTIONS PER <br />FBC 1009.11.4. <br />- CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR OTHER <br />OTHER SURFACE SHALL BE A MIN. OF 1.5" PER 1009.11.6 & FBC <br />2004-R R311.5.6.2. <br />RESIDENTIAL STAIR RISER DETAIL <br />.......... <br />SCALE:1"=1'-0 _ <br />FLOOR TRUSSES <br />JJLll------- u --- LL -- <br />STUD WALL <br />BEYOND--,---- <br />r-- f---Ir <br />III II <br />:4, \ LANDIN- <br />LIL <br />r <br />BEARING FOOTING <br />SEE SHEET A5.0 <br />[FLOOR TRUSSES LANDING <br />...... <br />----- — — — — — — — -- — — — <br />17 <br />16 <br />II II I II <br />14 <br />&OAo BEARING 13 <br />II IWALIL BEYONDII 12 LANUIINU <br />u 11 II 1 1 n <br />11 n u u <br />91I I 1i 11 <br />l8 li LOAD RARING <br />71 11 WALL BEYOND <br />n n u <br />6 ,' III II a II II <br />II 5 i <br />II II i 11 11 II I II II <br />I � I I II I II II <br />3 ' 1 I I II II <br />ii 2" I CIOLUMNS <br />TY I CAM <br />� II II II II II II II II <br />II II II II II II II II <br />�---�--- ---�-- lI— <br />BEARING FOOTING <br />SEE SHEET A5.0 <br />" 5 STAIR SECTIONS <br />`�A60, SCALE:114" = 1' 0" <br />TYP. LANDING DETAIL <br />SCALER/4" = V-0" <br />1/2" GYPSUM BOARD ON 3/4" FURRING <br />110'-0" <br />METAL EAVES DRIP <br />,ywwYn` B <br />o, <br />_T _ <br />1"x6" WOOD FASCIA <br />FULL BED TOOLED SEALANT, W/ <br />BACKER ROD IF OVER 3/16" GAP <br />3/4" STUCCO CEMENT PLASTER <br />ON EXPANDED WIRE LATH, WITH <br />3/4" X 2" SCREED VENT. <br />4" x 8" x 18" E.I.F.S. BRACKETS <br />@ 2'-0" O.C. <br />R-19 BATT INSULATION @ <br />ALL 2ND FLOOR EXT WALLS <br />PROVIDE HORIZONTAL BLOCKING <br />BETWEEN STUDS AS SHOWN <br />2" x 6" SYP #2 WOOD <br />STUD @ 16" O.C. <br />3/4" STUCCO CEMENT PLASTER <br />FINISH ON CEMENT BOARD <br />2" x 6" CONTINUOUS SYP #2 <br />WOOD BOTTOM PLATE <br />PRESSURE TREATED 2"x8" PLATE, <br />1/2" ANCHOR BOLTS AT 2'-8" O.C. <br />11 V-4" Jk <br />REINFORCE WALL TIE BEAM WITH (4) <br />#5 REBAR & HOOK BARS AT CORNERS <br />(2) CONCRETE FILLED KNOCKOUT <br />BLOCK BOND BEAM W/ (4) CONT. <br />#5 REBAR. <br />3/4" STUCCO CEMENT <br />PLASTER FINISH <br />8" CMU BLOCK WITH HORIZONTAL <br />REINFORCING AT 1'-4" O.C. <br />SLOPE GRADE AWAY <br />FROM STRUCTURE <br />100'-0" <br />F.F.E. <br />TYP SIDEWALL DETAIL <br />�A66 ` SCALE:1" = 1 -0" <br />mmmm <br />O <br />*; <br />vo <br />\ <br />LL <br />o <br />co <br />ch <br />❑ <br />j_j <br />00 <br />CD <br />N <br />\\ <br />>e <br />F'' <br />z Q > z <br />0 <br />Lo <br />N <br />.." <br />.5O�Q� <br />>:a�\ <br />.. <br />wQW <br />m <br />�\\\\\\\t <br />:..,• <br />J N Y <br />Lo <br /><::\omS <br />❑ <br />z <br />Q <br />�. <br />w <br />W <br />LLJ <br />Lu <br />W <br />V <br />W <br />z <br />R co <br />C,c <br />L(� <br />NZ <br />J <br />< <br />z <br />A co <br />O J <br />°°~ <br />= <br />W <br />J <br />OLL <br />co <br />M e <br />(D z <br />00 <br />F'- <br />:) <br />F- <br />C,Q <br />w W <br />LLI = <br />w Z <br />Lij <br />Z <br />WY <br />O � <br />00 <br />� <br />CNNQ <br />�0 <br />0 <br />ct' <br />00 <br />U) <br />W <br />U <br />z <br />�F_ <br />J <br />z <br />°W�w <br />O <br />U�Jo <br />U <br />�U�Q <br />LLJ <br />Z00—o <br />=JUa <br />O <br />O <br />cy) <br />0. <br />H <br />2 <br />W <br />z <br />w <br />z <br />0 <br />a- <br />N <br />U) <br />J <br />O <br />Q <br />LLI <br />Q <br />❑ <br />z <br />O <br />w <br />e� 24575 * we <br />d STATE OF r �E <br />9;5'vM1C4ijV64' •G ram. <br />igitally isigned by l <br />berg T Haug <br />Da 2021.06.10 <br />1'6.25: - <br />co <br />W ti N m o <br />Z U Lo C) <br />C� Q N a <br />I <br />z =Q* (.0 w <br />w ❑w <br />��FtU) <br />Z mO0 W <br />U) � w z `) <br />z <br />O ¢ = m <br />Ul ❑ ❑ U o <br />SHEET NO. <br />A6mO <br />© COPYRIGHT 2021 -ELEMENT ARCHITECTURAL VISUALIZATION <br />