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HomeMy WebLinkAboutB14-0274_S4.0_1440099240.pdf " OF 1'4// B.O.W C) D F t � �a � 497 89'-O. /4" T.O.W. E T.O.W. 5.0 , 92-6. 3/4 I 00'-.0. 5/8" T.O.W OH o arc TALL MIN. 0 en Di o•• o•• o•• o•• o•• o•��,o I A 99'-1. 3/4" T.O.W GUARD ( WIRE 08/20/15 'o. AFS Mir T.O.F. 99'-0. 1/8" /°` 87'-5. 1/4" RAIL SYSTEM SYSTEM (E) T.O.W. �� I T.O.CMU 2.� 3/8" THICK SLOPING PAVER SYSTEM / MATC XIST'G STUDIO M 92'-6. 3/4" °' I 91'-5. 5/8" I OVER ADJUSTABLE PAVER _ _ _ RAIL WIRE THIS DOCUMENT SHALL NOT BE SEISMIC DESIGN PARAMETERS E p.a �. o„ \ -� \\\\\�j\�,�;, \\ v\ STANDS OVER DRAIN MAT REPRODUCED,TRANSMITTED, = D , . / tit i F AND MEMBRANE • DIA. DISCLOR INOPART WITHOUTSED OR USED IWRITTENN E N „,„,\\\\\\\\\\\\\\\\\\\\\\\\\ \ \777CONSENT BYDESIGN PARAMETERS NOTATIONS VALUE ASCE7-05 REFERENCE 5.0 ' _ I I - STUDIO M ENGINEERS, LLC. RISK CATEGORYSITE CLASS 2D TABLES BLE 6045 I _® 8" GROUTED IMPORTANCE FACTOR I I .0 TABLES 1-I E I I .5-I MM - , la - - - - - -\ - - ® M 1 1. 1/8 SHEATH'S RESPONSE FACTOR R varies TABLE 12.2-I .O`i C U WALL o SI10RT PERIOD RESPONSE ACCELERATION Ss 0.390 SECTION I 1 .4.I T.O.F. p OVER RIPPED TAPERED _a V _ o I SECOND RESPONSE ACCELERATION SI 0.077 SECTION 11 .4.I SEISMIC DESIGN CATEGORY C TABLE I I.G-I*E2 3 - T.O.F. r 90'-1. 5/8" 2X JOISTS @16" O.G. (1/4:12 PITCH) o SITE COEFFICIENT Fa I .488 TABLE 11.4-I O O 2X6 FRAMED v J SITE COEFFICIENT Fv 2.4 TABLE 1 1.4-2 E T.O. 88'-9. 5/8" I T.0.GMU OVER 3/4" TREATED PLYWOOD WALL0 , ovMAX CONSIDERED SY10RT E_QUAKE Sm5 = Pa x Ss 0.58 EQUTN I I .4-I 92-10. 3/4' OVER LVL JOISTS MAX CONSIDERED I SEC. E. QUAKE 5m I - Fv x 5 1 0. 186 EQUATION I I .4-2 1 94'-9. 5/8" STUDS @ 16 O. o LD SPECTRAL RESPONSE ACCELERATION 565 = 2/3 x Sm5 0.387 EQUATION I 1 .4-3 V.I.F. P B D Z SPECTRAL RESPONSE ACCELERATION. I SEC Sd I = 2/3 x Sm I 0. 124 EQUATION 1 1 .4-4 T.O.W. - O Q a' PERIOD PARAMETER I Ct varies TABLE 12.8-2 tin 5.0 r ` 0 (ALIGN W/ �1/2" TRTD v) PERIOD PARAMETER 2 x 0.75/.8 TABLE !2.2-2 92-�• 5/8" '(,0' 0 JOISTS APPROXIMATE FUNDAMENTAL PERIOD (SEC) Ta = Ct x h� O. 169 TABLE 12.8-2 ) p 0 SEISMIC RESPONSE FACTOR C5 0.I 19 EQUATION I 2.8-2 T.O.F. ` - ` SECTION DET PLYWOOD cp 0 00 Di 1 ,o•' 1 ,o•' STEP ® 3/4"_ �'-o" 87'-5" kkh T.O.GRADE T.O.W. 0 1 W V.I.F. 92'-0. 3/8" 100'-0" in I aT.O.F. 0 01 w FOUNDATION PLAN SECTION DETAIL 2.8 1/2"= 1'-0" (A) J o _ o T.O.W. ,e < 1/4" - 1'-0" PLAN NORTH \T.O.F. w a - 0 999 - . 5/8" NOTE: LANDSCAPE BLOCKING ►�., z O L1 li 92'-10. 1/2" 0 T.O.F. SHALL BE THE STONEGATE -/\/- . � EXIST'G I (; a NOTES: /® w • o COUNRTY MANOR PRODUCT, 0 2. 3/8" PAVER GARAGE w = �- 0 V.I.F. TOW - �95'-9. 5/8" SYSTEM, SLOPE EXISTG z . 1. NEW WALLS ARE CMU. EXISTG HOUSE WALLS ARE CAST IN PLACEcil BY KEYSTONE RETAINING oSLAB FRAMED 0 z00 CONC. PHASE 1 WALLS ARE LANDSCAPING BLOCK UNITS. 99'-5. 5/8" STEP WALL SYSTEMS. INSTALL o FOR DRAINAGE WALL D 0 o T.O.F. PRODUCT IN COMPLIANCE WITH 1/8" PER FT MIN. v) 2. REFER TO SHEET 51.0 FOR ABBREVIATIONS, LEGEND, CONCRETE AND _ O MANUFACTURERS 1. 1/8" SHEATHING FOUNDATION NOTES. I 19'-0" is RECOMMENDATIONS AND ® @1/4: 12 SLOPE THESE STRUCTURAL ".�� • -�� �� �� 3. BTM OF FTG SHALL EXTEND TO SOILS APPROVED BY GEOTECH. NOTIFY \ \\��� _--00 0 tic `NI`' ENGR OF FINAL FOOTING ELEVATIONS PRIOR TO FURTHER CONST. I SPECIFICATIONS. WHERE A ., r�o�..•P ";••.,•s�,�� ® CONFLICT MAY ARISE - a0 ... .,•?, e ; a +i+ T.O.F. : 6141'(510% REGARDING THE MANUF. w i v• i T 97'-3. 5/8" 1- \-- , , • SPECIFICATIONS AND THE 1. 3/4" X . 1/2" LVL 1 -o .4� 37 a ENGINEERING DRAWINGS, I EXIS'TG LEDGER W/ (2) �i�+�,o, •• i �� ROWS 5/8" DIA. .1,17.6, '••••••••• ��``�-' LANI�SCApE BACKFILL AND INSTALL SPECIFICATION STEP CONTACT THE ENGINEER PRIOR G THICK TITEN HD'S (4. 1/2" �Ik 6'/ONa. E.G, TO FURTHER CONSTRUCTION. CONC WALL a T.O.F. V.I.F. EMBED) @ 30" O.G. PER ROW. NOTES: a (5. 1/4" GA. BTWN 1. PAVER SYSTEM IS CONSIDERED NON STRUCTURAL AND BEYOND - SCOPE; RE: CONTRACTOR FOR PAVER SPECIFICATIONS, INSTALL Ei T.O.F. 12" THICK (MIN) X 20" WIDE ROWS) AND PROPER BEDDING PREPARATION r I I - �98-9. 5/8" (MIN) WELL COMPACTED 2. GEO-GRID HORIZ LENGTH, FROM BACK OF BLOCK: I - GRANULAR FILL (GRAVEL, 4'-O" ROAD BASE, - 4'-0" FOR WALLS UP TO 4'-3" IN HEIGHT. I OR 3/4" SECTION DETAIL B NI - 5-0" LENGTH FOR WALLS UP TO 5'-3" IN CRUSHED STONE) BED 1"= 1'-0" L.L.I HEIGHT. OH COMPACTED TO 95% - 6'-O" LENGTH FOR WALLS UP TO 6'-3" IN PROCTOR DENSITY (MIN). NOTE: CONTRACTOR MAY ADJUST Z HEIGHT. COMPACT IN 6" LIFTS, TYP SECTION DETAIL F 4. 5/8" DIMENSION BASED ON PAVER O 3. OVERLAPPING GEOGRID AREAS SHALL BE SEPARATED BY AT LEAST0 UNO. 3/4 1'-O" STAND HT. (RE: PAVER STAND I - 4" OF COMPACTED SOIL OR CLAY FILL. GEOGRID SHALL BE COATED MANUFACTURER). = PFOLYESTER WITH A MINIMUM ALLOWABLE DESIGN STRENGTH AS O T.O.PAVER HSS2x2x1/4" • 0 99'-1 0. 1/4" o GUARD POST TYP UNO - LTDS: 750 plf E MC8x8.5 o SIMPSON < 0 0 - or TAL - 500 plf © I Q --j/ 0 4. DO NOT COMPACT GRANULAR BACKFILL WITH MECHANICAL I [99-9. 5/8 ] OH DTT2Z COMPACTOR EQUIPMENT. © • / I F GUARD RAIL o Q 5. WHEN SITE CONDITIONS REQUIRE, WRAP DRAINAGE TILE IN 3/4" / K I Z 5.0 ATTACHMENT o W O AGGREGATE AND FILTER FABRIC WITH DRAINAGE COMPOSITE OR • T.O.PAVER 0.0 G MC8x8.5 SIM BRACKET, TYP. J 99-10. 3/4" 5.0 [99'-9. 5/8"] N • AGGREGATE BACK DRAIN SYSTEM, OR AS DIRECTED BY A I T si . • 0 O GEOTECHNICAL ENGINEER. (E) T.O.PATIO I / I - -0 o � ,o�� o0 Z V 6. FIBERGLASS BLOCK INSERT RODS SHALL BE INSTALLED (NOT 92'-10. 3/4" / Q SHOWN FOR CLARITY). 0 00, _ D 'T 0 ������������������������� � I- W 7. EXCAVATIONS SHALL BE INSPECTED BY A QUALIFIED GEOTECHNICAL I _ 1 ��o� 5.0 m 2X10 V ENGINEER. THE COMPACTED GRANULAR FILL BASE (OR I I .i _ - - - - - - - - - • /� J W CORRESPONDING CAST IN PLACE CONCRETE FOOTINGS SHALL BE il ® �. (TRTD) W 0 EMBEDDED INUNDISTURBED, TIVE MATERIAL, OR MATERIAL - ' �' RIM, TYP. ENAI m CC• Q COMPACTED PER THE RECOMMENDATIONS OF THE GEOTECHNICAL L1 - ENGINEER. WALL HEIGHTS THAT EXCEED 6'-3" SHALL BE REVIEWED X0.0 1:11\ g r M � BY OUR OFFICE PRIOR TO FURTHER CONSTRUCTION. _ T.O.PAVER COAT GRANULAR ..... < 1 5.0n/9,g-11. 1/2" BACKFILL AT STAIR �������������������� �' 4" SS BOLT 9. 1/4" LVL'S �� tit 1 WITH DILUTED / N @10" O.C. - -�6 CEMENT SLURRY _ TYP. TYP. ahhh T.O.PAVER N (MIN 8 BAGS @ 80# PLAN NORTH 100'-0" 11-r PER BAG, BLOCK GUT CUT LAND CAPE I PER YD OF FILL) ` , • SECTION o DETAIL 4, BLOCKG TREAD MAIN LEVEL FLAMING PLAN, ,.4\ - _- _ _ _ _ WALL / I X 2.8 8" CMU SUPPORT TO 1/4" _ - ___YI 3-- - - • WALL T.O.W. RISER TREAD BLAYOUT, V.I.F. NOTES: I -- (GROUTED) 1 0 46 T.o.SLAB5 SECTION DETAIL G 1-� �,�.�p92- 3/4" 100' O" 0 vw,, �� 1. ALL BMS SHALL BE PLACED PLUMB. I in NOTES: �►k ► lp p I 1. PROVIDE 1'-8" #4 EPDXY DOWELS `?PN1411 � ��' `" �� @ 6 FT CENTERS FROM 8" CMU O�W LL MB D T V L I A (6 EMBED) INTO E � /� 1 FDN $ FRAMING PLAN NOTES: SLURRY FILL. \$ irdi T.O.PAVER7 0 • _ 1 EXISTG LANDSCAPING WALL (PHASE1) ( ) I U) 2. WOOD HANDRAIL AT SLOPING EXISTG GROUTED 100'-0" F I T.O.W. 7 CMU SCALE. -AWN GUARD AT STAIR PER CONTRACTOR. ® EXISTING PATIO PAVER SLAB, VIF EXTENTS SHAPE SHALL COMPLY WITH IRC 92'-10. MASONRY V.I.F. WALL ® DOWEL NEW WALL TO EXISTG GONG. WALL I 311.7.7.3• PLANS, CORNER W/ 3- #5 HORIZ EPDXY DWLS X 30" 0 0 DETAILS AND (6" EMBED TO EXISTG) in NOTES ® 3-2X8 ACCESS PANEL HEADER T.O.W. 92'-9. 5/8" PERSPECTIVE DETAIL 0 AUGUST 14, 2015 ® DTT2Z HORIZ. HOLD DOWN IN APPROX. LOCATIONS NO SCALE SHOWN ON PLAN; FASTEN TO DECK JOIST. EPDXY ANCHOR ROD TO (E) GONG. WALL (4" MIN EMBED) r S4 . o