Loading...
HomeMy WebLinkAboutLUA98-159 Large FormatLEGEND SECTION 19, TOWNSHIP 23 NORTH, RANGE a EAST t, \ t \ EX.12" ADS STORM ,A EX. CE: RIM 1 .A35 EX. BUILDING ,INV, 14.85 _"Y'S AUTOMOTIVE \, (506) \ \ \151 ` LANDSCAPING ALLEY '� \ 17.8 , ' ` J V 2 79 LF 8 PVC S DR 1 I a S o , @ 0.3 / SLOPE \: :i ; ;� , 1 ter'•. — C 1 N. 5:82 A_S NEW 25 P , ALT 0 1 EX, BUILDINGDRIVEWAY Ir 1 'D 3 GENERAL �— c \ , 1 0 .... . \ TER RAZO G. 5o , LANDSCAPING LANDSCAPING �— t I 0 c o \ :\ \ 0 � .. NEW CONCRETE 4' DRIVEWAY :\ ::�.. `4 T N D A K Y ETEN`iION 11 , ,c t-F r. 3 I N I W BUILDING E BU LD P P I � OR EQUAL) 77 X 50 •.y _ n , 1 J'. PV DR 35 10 F C S - ` L 8 _1 U FT �''�• V ) FEE .0 F � 8 i J 0 .._ `A ate. o SLOP� X. PIPE 6PTLET '.I.:NEINTYPE'I:Gg:. : CONTROL STRUCTURE r2 RIM 1 :00 2 t. INV.15,`50 _ .i;_;;��:•: 14 LF 8" PVC (SDR _ ------- @ 0. /o SLOPE TRASH __..,...:::_:::: ----- -- -- -- -- - - EX,8"DI y AREA � NEW CONTROL STRUCTURE k PIPE 2 RIM 1 .00 SWA ETRATION LANDSCAPING B 1% INV. 15.5C I — - ,� 1 EX. C c, Aki DDCDADcr,. Liy• E N G I N E E R 0.0. Box 1624 3040 B Street N.W. Auburn, Washington 98071 Telephone 253.004.8869 rics:mile 253.804.8008 _4--- 04 -4 EX. DRAINAGE DITCH LIND AVENUE SW 28 LF12" CPEP PiP @ 0.5 % SLOPEQ 48 LF It @ 0.5 % SLOPE DRAINAGE PLAN / RIM 18.43 ,PIPE OUTLET INV. 15.80 cry CALL BEFORE YOU DIG 1-800-424-,5555 EX. 18" STEEL SPIRAL RIB DESCRIPTION NEW EXISTING STORM DRAIN so ------ 6D-------- SEWER LINE 99 - - - - SS- - - - - ROOF DRAIN CATCH BASIN; _ RIPRAP; AC PAVING CONCRETE SITE DATA ZONING: CA ADDRESS: 500 S.W. 131h STREET PARCEL NOS.: 334040-4147-01 334040-4285.03 PROPERTY S' WF: 0.508 +1- AC. (22,124 FEET) STORM DRAINAGE �10TES VIC ITY MA- NOT SCALE 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIW s 'f OCCURS, `RE-CONSTRU ION MEETING MUST BE HELD WITH THE C! iY OF RENTON PLAN REVIEWF.R. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TH `994 SrANI 'D SPECIFICS .DNS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED BY DOT, ,ANC` i; APWA, AS '-,:ENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONS'iRUCTk:D ACCORDING TO T} E APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS, AN`' DE"MATION FROM TIRE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON DEPAFTMF NTUTILITY. F PUBLIC WOR KS, SURFACE R 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE v'HEN'=VER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY C17Y (T AENTON DEPARTMENT OF PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PI.X`s­. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION,AN THEY MUST BE SATISFACTORILY MAINTAIND UUNTIL CONSTRUCTION IS COMPLETED MP LETED AND THE POTENTIAL FOR CN-SITE EROSION HAS PASSED, 7, ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPRO ED BY THE DEPARTMENT OF PUBLIC WORKS, SURFACE WATER UTILITY. Y I N F REN TON S. GRASS SEED MAY BE APPLIED BY H • DROSEEDlNG. THE GRASSSEED MIXTURE, OTHER THAN CITY 0 R� O APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, SURFACE WATER UTILITY. IN ACCORDANCE WITH R F A D FOUNDATION ACCO AN E PI APPURTENANCES SHALL B LAID ON A PROP ERLY _ RE 9. ALL PE AND APPURTEN E SECTION 7.02 3 1 OF THE CURRENT STATE OF WA HIN TON STANDARD SP ECIFICATION FOR ROA D AND BRID GE CONSTRUCTION. THIS SHALL INCLUDE NECESSARYORLEVELING VELI G O F' THE BENCH BOTTOM T HE TOP OF THE FOUNDATION MATERIAL AS ASPLACE MENT A D COM PACT ON OF REQUIRED BEDDING DDING MATERIAL O UNIFOR M M I NUNYIELDING BASE. T UNIFORMLY DE SE T B SUPPORTED ON A R ENTIRE LENGTH F THE PIPE WILL E GRADE SO THAT THE ENT E L 0 E ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURA. FILL AND 90% OTHERWISE PER ASTM D•1557-70. PEA GRAVEL BEDDING SHALL BE 6" OVER AND UNDER P,V,C, PIPE, 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #f1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THI.' SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK, 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0,10 FEET BELDW PAVEMENT LEVEL. 13, OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGH- OF -WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON DEPARTMENT A[MI'NISTRATOR, DEPARTMENT OF PLANNING' BUILDING/PUBLIC WORKS. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHE`'E REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8"/40%-70% PASSING; 2"-4" ROCK /30%-40% PASSING: AND -2" ROCK/10%-20% PASSING, 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE DEPARTMENT OF DEVELOPMENT SERVICES, PLAN REVIEWER OR SURFACE WATER UTILITY, AN ACCURATELY DIMENSIONED CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION, 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AC -EQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT. FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFT, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRAFFIC ENGINEERING DIVISION OF THE DEPARTMENT OF PUBLIC WORKS. ALL SECTIONS OF THE W.S.D.O.T. STANDARD SPECIFICATIONS 1-07-23, TRAFFIC CONTROL, SHALL APPLY, 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROTECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA (APA). V-98-159 -' -- • . I'sA-'• •-+%.nl• t)nL.CS rAGILIT Y for: BRYANT'S TRACTOR 4 MOYVER Inc. ADDRESS ; 500 S.W. 1 3th STREET o, ��'Q CITY, STATE: RENTON, WA 98005 CONTACT PER50N Wiillam Bryant _ µ _ 100cr� FT w, FeIjce � ��C1 , OWNER'S NAME: "1111am and Karen Bryant ADDRESS 25 1 DO- Roberts 17r/ve go o 0 ��'�" CITY, 5TA1TE Black Diamond ,YYA PHONE :206-886-27 90 i Jr �c�• �'�� = _` i AREA OF 51TE: .3 12 ACRE5f 13,596 5.F.:t i �l►�Ng �tcPS (Ty . 9p` _ =\ -- PROPERTY ZONING: CA SEISMIC ZON 3 E () THREE DESIGN LOAC,s: ( SEE STRUCTURAL NOTES) LAWN ` 0' ' `, 501L: 1000 P.SF (5EE CEO TECH REPORT A o, '�. 9 TTAGHEI7) `J LIVE LOADS DEAD �OAD5 ``- - FIRST FLOOR: 100 5f actual SECOND FLOOR: 50 p sf actual ROOF: I \ actual YVIND: 80 mph EXPOSURE: •C° I \ USE OF BUILDING :Tractor and Mower 5alesand Repair FOOTAGE. FirFyt Fir- 3833 s/f Second Fir- 2 14 1 s/f OCCUPANCY GROUP :'B'/'H 4 (2) TYPE OF CON5TRUCTION V-N. ` g OCCUPANCY LOAD : Table 10A Sales- 1: 1 00- 3 9 Offices- 1___� i N . TOTAL 60 EG2UIRED RKING: 12 _ ►\ ROP05EG `,%RKING : 1 1 5tandard t 1 Barrier Free j 4 1 i - i 1 ARCHITECT ZANONI ANO ASWC/ATM INC. 'j'�� � GLv1v ROBERT A ZANON/ A.I.A. M 6122 AUBURN, ^A 98002-7641 (206) 939-2411 ,_ANDSGAF ",RGHITE_G_T _� Not 17eterir: -d ENGINE.. 5: ''!am O Carson PE No 0018237 i t) -emu /Va Access T'`:�5 ` V1- To lnr,� - - FKOF c'N`tY I-Wft tCry,00FT. STRUCTURAL ENGINEERS Foundation- Interior fral71ng Pre- Engineered Building SECA LING/NEERS P/N/NACLE TRIJCTUIFES, /NC 22926- SE -312TH 2665 Hr%Y 321- BY-PASS BLACK OI AMONl7 # 11A qe0 'O CABOT, AR 72025 % Greg Thesenvitz P.E. % Carl ICY_ eialker P.E. MECHANICAL H.V.A.G 4_ PLU1, 31NG Bidder designed.• To furnie? h Complete system to meet or exceed U.M.G. 1 994; N.R.E.C.; V.1A,0.; U. P.G. 1 994; and r City of Renton Ammendments. ELECTRICAL Bidder Oes/gned. To FurnlrO Complete electrical, Include Load Calculations, Power Budget forms and Compllance. YVASHINGTON 5T^TENON RESIDENTIAL ENERGY COVE_ Pro vlded by the Archltec t of Record ENV Checkllst Compliance Forms (Attached) Prescr/ptive Approach. CITY OF RENTON PARKIN_& /FE0U/RE_M_ENT5 Per City of Renton Zon/ng Reaulatlons. Zon/ng : CA 5ectlon 4,32, 10.4 5ectlon 4. 14.6-(6.) RETAIL 0 1: 500 (10.) Vehicle Repair A 1; 400 2000 5/f t 400 - 4 5tails Re�'u/red. 4 14 1 s/f f 5<'O - 6 5talit� Reau/red TOTAL 5TALL5 R&G tiikFO - 1-2 Stalls pro v/ded 1/1 1) 5ta7dard 9 X 1 s ( 0 B . -ler Free Stall 16'X 1 9r EWC1Y Y!AAGE % SUL.:_I _ I i- 1 " _�� S1 ■ S ktNITUN V1; tAGE P, 51TE -ou < Aim / ? r•"' y �S rn Q T tur ar � Silt I dl 16TH 1 ST ! S!�_� r.n S T i5i+1 T ��-- - ,� g s'r I >I << 3 16TI1 ST � � � � �� � s 16r►I sl ,,�.,< 1 _LW 191111_ z 1 1_ o � ttulaj,�CPES i TkA G S 19TH ST D j �T tu), ?lSi I _ 3 �n SW13Ht1 i 1 _ _ s _?flu► I •_ � r O 5 — 10 15 20 N �t+tu O Ktlomelers 10 20 W E L-1ND AUff. OVERALL _51TE FLAN 5CALE 1 - 10 -O (PARKING 5HOY4N) (A iZ M ,�E r-'F�INAG PLAti CIF--.AI>,16.« . K IyKOFF- K T Y LtN E PE5GRIPTION CODE FRTIOIVS: Lots 41, 42, 43, 44 and 45 in Block 26 of Hillmans Earlington UMC g'UniformBuildingCOdeasamendedbYWAC51-30 Gardens, Division No 1, a5 per Plat recorded in Volume 17 of the Uniform Mechanical Code (ICgC) as amencafed by WAC 5132 Picts, Page 74, Records of Kin Count UFG 94 Unitonn Fire Cade as amended by WA 51-34 g y; Except that portion e Said UPC 91 tUnform Plumbing Code as amended b WAC 5126 Lot 45 conveyed to the State of ►^lashington for Primary State y Highway No 1 by Deed recording under recording No 5435164• VIAQ 95 Ventilation and 117ob rAir Quality Code {SAC 51-13 Situate in the City of Renton, Gounty of King, State of wash ington. WSEC Washington State Energy Code (Part B NRF,C) WAC 51-11 FFLOW F„� Flows, Water AOains and Fire Hydrants as amended by the City of Renton's Cedes and Ordinances. PROPERTY LIh1E5 SHE_1 N LV 1!X -----T-C--0 R -A IN I_N. G- 5 ET NO.---- GOVER SITE PLAN 4 CODE ANAL1515 --•— Exl5TING GHAINI_INK SHEET BUILDING INFORMATION FENCE 6 FT HIGIi. 5HT 1 FOUNDATION PLAN BUILDING LINES 5HT 2 FLOOR PLAN 5HT 3 ELEVATION5 ASPHALT PAVED AREA!5 5HT 4 SECOND FLOOR/ CEILING PLAN 5HT 5 BUILDING SECTION 4 GENERAL NOTES --- CENTERLINE SHT 6 BARRIER FREE RE5TRM5 4 5TRUCTURAL DETAIL5 ATT.AGHMENT5 N R.E.G.G.OMPLIANGE FORMS ---- PROPOSED FA+CILITIE5 501L EN6INEER5 REPORT LEGAL DE5CRIPTION 6-EXTRUDED CURB DIREGTIONA,I_ I-IGIITIN& ON LITE PoLes i 20 FT, 5LOPF-5 C� HA.IN ENTRANCE 6122 1 REGISTERED REYIMI& DATE R>c 6EQj 4M19 P a►,a Mra�(, .r�oK►a . cc we r laaw!►+, 40, ,raw—. com s fool, 4W* 0 Vsa I I _ o j � 1 I� u is -off !ii i i I I I I l� r-- 0 0 �o .\Rj (1) .W z q u t0 f-- � o J) �._. --- Z LU �3z (Y Q9 (3 :Z,4 Z �. LIA o Z o � r � � 1 rBLYv01 o 1 0 0 � 13 m f- X r u- c j _ c4 01 -� oI 7NI � O Q U ,ae. Ho. (35071,51 644E WISM COVER SHEET STATE Of nMSMW N N = I I I ! z I < 3 o rn o Q a' U L z Z g w t (V v' __ a- 3 Z N M Z 3 p 6- 0 LL Z 00 E Z 3Q w L � c �E c =; s c N c"' Q} a I G 1 U ! B% v ►- NI Q � C P1 connect to sta. 2+11 3' right 1 - 10" vert. cross (MJXFL 1 10" x 6' reducer (MJ3 2+00 sta. 2+04 3' right -- 1 - 10' x 6" tee MJXFL 1 - Er gate valve FLXMJ 1 - 1 T gate valve �Iwxw 1 - fire hydrant assembly (21' right concrete block sta. 0+95 3' right 1 - 10" x 6" tee (MJXFL 1 - 6" gate valve FLXMJ 1 - 10" gate valve (MJXMJ 1 - fire hydrant assembly (21' right concrete bIOCK 1 1 - 105' bend (MJ) concrete block 1 ELF, . '7.8 - w N U L.L_ r . 1 / . v o 0 75 i ELEV. 17.8 f".LV, 15.5 1- 15' bend concrete C� L EXISTING CONCRETE SIDEWALK t.)- sta. 0+00 (S.W. 13th St.) sta. 0+00 (S.W. 12th S - - -- - - - - - - -- - - - - --- - - Centerline LIND AVE. WATER PLAN SCALE: 1" — 20'-0" EXISTING 170 CONNECTION DETAIL S041- RM STA. 2+11 (S.W. 13th ST.) 1 - 1 Cr vent. cross (MJxF Q w/7 - 10 blind flange 1 - w/7' tap do 7 lug 10' min 1- t T x V* reducer (4 2 - 6" ccee (MJ) 1 w/7 temp. B.O. assembly 2 - temp. cone. blocks BEFORE After pressure do purity test, remove temporary 7 B.O. assem. do temp. V' caps/concrete blocks. Install 6' n pies sized to fit and solid sleeves. AFTER 1 'V 1+79 15' right t 17 x 1 Cr tapping tee (MJxFL) 10" gate valve (FUND IT vent. cross (MJxFL) \ c%: -rete block Is w EXISTING TO STA. 0+79 (S.W. 12th ST.) 1 - 17 x 10r' tappi (MJxFL) 10' min 1 - 1 Cr gate valve ( ) 2 - 1 Cr lug (MJ) �a j 1 w17 temp. B.O. assembly I 1 - 10" vert. cross (MJxFQ w/2 - 1 T blind flange 1 w/7 tap & 7 plug 2 - temp. concrete blocks 1 - concrete block BEFORE After pressure & Purity test remove temp. 8.0. assembly & temp. 10r pkM/ concrete blocks. kcM Install 1 d' nipples sized to fit and I T solid sleeves. AFTER GENERAL NOTE: Use city of Renton datum: NAVD 1988 NAD 1983/1991 t »/15, r c c E i z o: w w < Q LJ _J < w < u: 0 w �- 0 0: GLwiJ Q L - Z ^� - 3 z v r c LL z i ELEV. 17.8 connect to existing 6"0 main j 1 • LAWN 1 6•O Fire \ Hydrate' ELEV. 17.8 ELEV. 16.0 o 0 N N 1� 0 C. \ U 6"d Fire Hydrate �G .y OIL WATER SEPARATOR ELEV. 17.8 'ro clean out LEV. 15.5 0 ELEV. 17.8 . o 0 n \ 1 \ 11 co -�� IE<AS BURIED> CD �n a� ELEV. 15.4 (IN & OUT) � a �0 o ELEV. 15.3 6" o ELEV. 17.8 �1a �. \� ELEV. 17.8 ELEV. 15.2 co 7• rs to DOOR DRAIN top of clean out 8' BY 16' ��� Z PIT 1 ELEV. 15.4 BERMED AREA FOR L2 v WASH DOWN ��\ - - - 30" BY 48" WASH DOWN \\1� r PIT 48" DEEP 4-� clean out �� v ELEV. 16.0 �Q DOOR DRAIN 1 'I PR TO,� �-%. Asphalt graded away from building 4 BE reference line <4 o at ELEV. 17.8. ELEV. 17.8 100'-0 �\ I -----__--_-_-_-__-__-_------------ ---__ __---__ ___----------- ELEV. 17.8 New 10"0 DI Water Main sta. 0+00 (S.W. 13th St.) ELEV. 17.7 ,1 G• e�ii ELEV. 17.9 - LAWN N ASPHALTED 0`1�� DRIVE WAY E R/, 1r.,3 ELEV. 17.9 L2" i ELEV. 15.55 air SWA E ELEV. 17.8 -- 263_ LF -1 n"o Connect to - existingmain -on -SW -12th -Street - -- - ELEV. 17.8 EXISTING DRAINAGE DITCH 3' µIDE - - - - Centerline LIND AVE. -- - STREET IMPROVEMENT PLAN SCALE: 1" = 20'-0" 0 I-- N GUTTER FLOW LINE ELEV. 18.1 N L 0 G c 0 �{ U y 1.1 U ) X i o t t ELEV. 15.5 EXISTING CONCRETE SIDEWALK sta. 0+00 (S.W. 12th St.) EX. C8 RIM 18.43 GENERAL NOTE: Use city of Renton datum: NAVD 1988 NAD 1983/1991 NOTE: On -site storm drainage do temporary erosion plans need to meet requirements of the K.C.S.W.D.M. (1990 edition) as adopted by the city of Renton. This project will require a storm drainage report with a minimum of a LEVEL 1 ANALYSIS. The storm drainage report, drainage system design, and temporary erosion plan need to be performed by a professional civil engineer licensed by the stae of Washington. S.W. 12th St. CROSS SECTION 1' = 10'-0" tnmw a115i' K WINDOW SCHEDULE LOCATION QTY SIZE DESCRIPTION a 2 Rio 121ac-vee �0700 44 A u.ejAWz­t o.42 S 4orno Ficrua it of, to K It Q 42 G 7A5 0 �j- . N . l ►J Slil+�tE" i pGtj 3/t"�4 GI,Rf ice�.w1 0.4 �i 2hxb" H/F* STUDS 0 16"0/c, ONE LATER 5/8" TYPE `X" GYPSUM WALLBOARD WATER RESISTANT BACKER BOARD OR VENEER BASE APPLIED PARALLEL WITH OR AT RIGHT ANGLES TO EACH SIDE OF 2" FRAMED WALL AT 16" O/C WITH bd COATED NAILS,1-1/8" LONG 0,Obb" SHANK, V4' HEADS, T O/C. JOINTS OF SQUARE EDGE, BEVEL EDGE OR PREDECORATED WALLBOARD MAY BEL.EFT EXPOSED, STAGGER JOINTS EACH SIDE. ( LOAD BEARING). CDMMERLIAL FLDOf�-G 1LftC . N,5Ti U_C ONE HOUR RATED GA FILE NO 5420 5/8" TYPE "X" GYPSUM WALLBOARD OR VENEER PASS APPLIED AT RIGHT AT GLE5 TO 2 x 10" WOOD JOISTS AT 16 O/C, WITH 1�d COATED..NAILS 1-1/8" LONG 0.0915' 5HANK 1/44 HEADS, 6" O/C. JOISTS SUPPORTING 1 NOMINAL WOOD SUB AND FINISH FLOOR, OR 19/32" PLY- WOOD FINISHED FLOOR WITH LONG EDGES T l G AND 15/32" INTERIOR WITH EXTERIOR GLUE 6415FLOOR PERPENDICULAR TO J015TS WITH JOINTS STAGGARED. SHEAR WALL SCHEDULE Mart AAin mumrn Shealh" 1 sheathing Nailing 1 Anchor Botts Remarks l '/; GW9, Sd drywall 1/r ® 46- o.C. O,, = ISO pit Each 6ide ® 4' o.c. BD s/; OSB or 6d C 6' o.G 112' ® 411' O.C. O.. = 195 pit COX © sh• OM a bd ® V O.C. i/Y ® 48" O.C. DM = 355 pit CDX Notes: 1) Ail walls designated'D ' are shear walls. E)derior watts shall be sheathed with rated sheathing (24/0. OSa of CD)) and nailed at am panel edges (Blocked) pet schedule (uno). Nailing at (ntermodiate framing to be m 1X oc Nailing not called out sham be per UBC Table 234-0. Nailing N GWB to be at all sh9h. ►oP and bottom plates. and blocking. — 2) Top and bollorll plates of shag wags shah be nailed to the horizontal diaphragms and the diapittagm (a the joists. beam. of blocking per shear wall schedule. 3) ootdowntt Wo other training hardware by Simpson or equal to be used per plan. E .s of shear walls :bait use double studs minimum NNO). 4) See NER-272 for alleranle ma" ('"pies. i 10 BRICK VENEER / TO TOPO WDIWb 6Gale: 1/4ii= Uon 3 12"xlb" Concrete plinth w/(4) #5 Vertical 4 #3 d' tine 6 6' o/c (tV of 2 P lacee T .'L 0410 W 122 REGIST 1• crT � M1,f ✓7�.�.nt•r PATt fw_y I,9d->rtid lied SUNr � ' r uri? rs�eq ArAd aoor r ao►s� ��,� c* r �s Lo LLCd �-- { LU Ix 0 �-- U << LU CD � :z -- o z �� LU 111 i— c`a Z t � 0 0 tii a ^ Z h N to d t F— d) Z u- ct� d1 Z t W z-- �_D v t— CQ NZ—BER ywwrPi i Q 411- 1!011 1 r&M rka E l- j ��►,tT, P er;LCL C"UMK I � � � � �/ Lei _ i i •� J i"J � �G L. _:.t.7 •- ��� V �'M �1�. ��P!} — T � 1 r�� r. � j..L'J r _r r .a t: 'D GQt• fry '" - - — ?v O 12 � L./�PozEd coNcee�e �l 6 1 221 REGISTERED STATE Of M.9pMN 1 � � a 0 � � O 09 NJ I& U' �Z� � cz O loco LL O CQ >� O � O LU OnFN O m O O m tU 'n o QC O X N �- m ( _ + ENO � U N Q DATE, 09/15 /11 roe. No.155021,51 614M waMM 3