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ASPHALT ARCH. SHINGLES <br />OVER 30# BUILDING PAPER NO. 15U <br />OVER %4" CDX PLYWOOD. ATTACH W/ —� <br />8d NAILS 6"O.C. ON EDGE AND 8" IN FIELD <br />SIMPSON H2.5A, ATTACH 6 <br />PER MFR. SPECS (TYP) <br />CONT. DRIP EDGES i <br />1 "x6" WOOD FASC <br />3/4" STUCCO CEMENT PLASTER <br />ON EXPANDED WIRE LATH, WITH <br />3/4" X 2" SCREED VENT. <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 />0? <br />N <br />'-' <br />BEAM TO WALL CONN.: <br />SIMPSON LUS210-2 (FRAME) <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.'SY"O A.B. <br />(MIN. 6" EMBED.) PER COLUMN <br />LAYOUT. (OPT.Y2"O 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 />•0 <br />@ COLUMN PER LOT <br />• <br />SLOPE REQUIREMENT <br />.0 <br />FOOTING DOWELS: #5'S <br />PER FDN. PLAN - EMBED <br />6" MIN. INTO FOOTING W/ <br />10" 90' HOOKS - LAP 25" <br />@ VERTICAL #5 REBAR. <br />a. <br />FACE ALL AROUND W/ <br />STONE VENEER <br />4" CONCRETE W/ 6X6 <br />W1.4XW1.4OR <br />•:a <br />i .• <br />FIBERMESH <br />•a <br />. awl •� 'sd <br />:;:.. SECTION 0) ENTRY POST <br />11!60, 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 CC <br />TYPICAL WEEP SCREED DETAIL <br />SCALE 1/2 = V-0" <br />BATS <br />PRE-ENGINEERED TRUSSESWI 16Y11EEL <br />U O ITI ED SPACE <br />R-30 BATT INSULATION Y2" CONT. CEILING BOARD <br />WOOD CROWN MOLDING ON ALL <br />WALLS, 2"x4" BLOCKING CONTINUOUS. 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 />5/U770WAVAR77 <br />TYPICAL INTERIOR WALL SECTION <br />SCALE: 1" = V-0" <br />1 x TREAD <br />FLOG ISTS RISER - 1/2" <br />PLYWOOD <br />OR 1 "x (OPT.) <br />T/110" <br />Xw <br />` w <br />- <br />�- Q CO <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 INGERS <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 />H 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 MIN.1 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 CROSS-SECTION OF 2.25" PER FBC 1009.11.3 & FBC 1994-R <br />THROUGH HOLES <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 />'4 RESIDENTIAL STAIR RISER DETAIL <br />A60 % SCALEA" = 1'-0" <br />PPORT BEAM <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 />4" CONCRETE SLAB W/ 6"x6"x10 <br />12"x32"X32" THICKENED SLAB REINFORCED W/ GAUGE WELDED WIRE FABRIC. <br />(3) CONT. #5 REBAR <br />EACH WAY 6 MIL. VAPOR BARRIER OVER <br />FINISHED FLOOR COMPACTED FILL - POISONED <br />0 <br />a <br />TYPICAL LOAD BEARING COLUMN <br />ABO SCALE:1" = 1.0. <br />FLOOR TRUSSES <br />TRUSSES <br />LANDING <br />uLLL___u_ <br />[FLOOR <br />STUD WALL17 <br />---------------- <br />16 <br />\-1 <br />IBEYOND _ <br />f <br />11 1 11 <br />\ <br />.''1 <br />I 11 <br />11 11 11 I <br />11 11 <br />I1 <br />14 <br />I <br />`...4.�..': <br />� u II <br />1I LAN INGI <br />----1 <br />11 II II II II II <br />OA0 BEAp21NG1j 11 <br />i� 11WALL BE ONDI1 <br />13 <br />12 <br />J <br />110 <br />. II <br />ce) U <br />118 ,' <br />ii <br />LdAD dkARING <br />bLLJ <br />ii ii 71 ,'� it <br />ii <br />WALL BEYOND <br />II ,i <br />II <br />i <br />5 <br />i 11 II it <br />I <br />II II <br />i <br />tit lip 10 <br />3 <br />i'/ jl jl I I <br />11 <br />2"�" COLUMNS <br />YI(1ICA4 <br />I II I <br />Lj 2"X6" 14" <br />, <br />, II II II 11 II <br />i II II I <br />' --11---IL L__L_—_J <br />II <br />II <br />--- <br />II II <br />LL--11- <br />BEARING FOOTING <br />BEARING FOOTING <br />SEE SHEET A5.0 <br />SEE SHEET A5.0 <br />STAIR SECTIONS <br />`XA60;F' SCALE:1/4" = 1 0" <br />T-6" <br />cV <br />N <br />TYP. LANDING DETAIL <br />SCALE:1/4" = V-0" <br />Zo <br />-cri <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 />3/4" PLYWOOD FLOOR SHEATHING — <br />PRE-ENGINEERED WOOD FLOOR <br />JOISTS AT 16" O.C.; JOIST HANGER <br />I <br />1/2" GYPSUM BOARD ON 3/4" FURRING <br />OR WOOD STUDS AT V-4" O.0 <br />W/ 1" RIGID INSULATION IN BETWEEN <br />y" <br />4" CONCRETE SLAB W/ 6"x6"x10 <br />GAUGE WELDED WIRE FABRIC. <br />VAPOR BARRIER <br />—W— <br />CLEAN, COMPACT <br />TREATED FIL <br />C0 <br />110'-0" <br />METAL EAVES DRIP <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" J� <br />T.O.W. <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 />4" L 8" 4" <br />8" <br />2 -0" 11 <br />TYP SIDEWALL DETAIL <br />SCALE:1" = 1'-0'__ <br />L <br />y.� <br />*' OU <br />LL J <br />r" U) N 04 <br />0 M <br />>_ CO (COO <br />L <br />I`� Z IZ CV <br />Q cMo <br />J <br />JNW 00 <br />Y <br />LU CD <br />k <br />Z <br />Q <br />T_ <br />W <br />w <br />Lw <br />LLLL CY)� <br />N Z <br />Z <br />mop <br />NJ <br />Z) 0 <br />cl�M <br />ir.�Q <br />Q W <br />J <br />�LL <br />05~ <br />OzZ <br />00@ <br />U <br />C� w <br />Z W <br />0 <br />mOf <br />oR <br />Q <br />a0 <br />OU) <br />w <br />o <br />N <br />J_ <br />w N Q <br />C.) zl--LOw <br />0 U0�_J0 <br />U Q <br />1. <br />w=Jc/) <br />Z00J0 <br />O 0 <br />=w <br />z W0Wcn <br />z J 3: N <br />Q <br />O <br />6i <br />4 <br />0 <br />Z <br />O <br />U) <br />W <br />re <br />' ' ally <br />signe y <br />R, T Robert T <br />QO�P 6�aTEq� R(� <br />Haug <br />sv 245T5 'E sz <br />O i, rSTA-E �F J Date. <br />2021.06. L0 <br />16:34:4 <br />i` _0 <br />w N 0 00 ao <br />w LO CD_i LLI q <br />Z LO co <br />N <br />U Q N q > <br />W =Q* o W <br />0 ~RU) <br />Z SOW <br />J pWpLLU <br />J <br />Z) O z Y <br />w of W <br />Z a m <br />O ¢ = O <br />SHEET NO. <br />A600 <br />@ COPYRIGHT 2021 - ELEMENT ARCHITECTURAL VISUALIZATION <br />