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HomeMy WebLinkAboutLarge FormatSECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST LEGEND t t, , , \ EX.12" ADS STORM EX. CL RIM 1 EX. BUILDING \, INV. 14.F85 \ \ "N"S AUTOMOTIVE (506) \ \ , , \ 15' LANDSCAPING \ ALLY- , , a 1715 , 1] n V DR 2 79LF8 PVC S 1 I ° SO ° P \ C� 0.3 / SLOPE , :i . ti C , RIM :t';50: N. 5:82 NEW 25_A_S F' , ALT r--' — , 3 , 0 EX, BUILDING DRIVEWAY Ir NG '0 I 3 t. — „— c GENERAL Q , .r TER RAZO C , , LANDSCAPING �-- , . 3 0 501 _ . t I , 0 i :i . g -� I �..: ,-', NEW CONCRETE .......... \ _ ,1 `. , DETENTION Y t ti R C t-F NEW BJILD N G P i � OR EQU AL) L , s 77 X 50 ' n 0 F PVC DR 35 - I 1 L 8 S _1 U FT ) F V .0 � F ESE 8 7. i ,...@ 0.0 a 177 _77X, PIKE Q�JTLET �?;;. INV, 16.13 , - . '� �e —=—� _ CONTROL STRUCTURE 2 —�—RIM 1 :DO 2 INV. 15,`50 :. e 4V L•F8 PC S U R 35 .�'• 1 I3� d 1 �@ 0. / SLOPE TRASH — - - - EX, 8n DI AREA _ a 1 1 NEW CONTROL STRUCTURE «.8PIPE 2 RIM 1 .00 BIOFILTRATIO INV.15,5C SWALE _LANDS._CAPING I�EX. CB 56-r- om AREA /� / `RIM 18.43 EX. DRAINAGE DITCH LIND AVENUE SW c• lli vvP1)APC:r1 RY• °.O. Box 1524 �I' / L 3040 B Street N.W. I Aubum, Washington 98071 Telephone 253.804.8869 N G I N E. E R cacssmile 253.804.8008 28 LF11" CP'EP "Pi @ 0.5 % L P 0 48 LF It ?NFv-.__ @ 0.5 % SLOPE DRAINAGE PLAN Scale : ,•• = za• \ EX. 18" STEEL SPIRAL RIB PIPE OUTLET INV. 15.80 Fv) DESCRIPTION STORM DRAIN SEWER LINE ROOF DRAIN CATCH BASIN RIPRAP AC PAVING CONCRETE SITE DATA NEW EXISTING 1 J; ZONING: CA ADDRESS: 500 S.W. 13th STREET PARCEL NOS.: 334040-4147-01 ,334040-4285.03 PROPERTY SI717: 0.508 +/- AC. (22,124 FEET) STORM DRAINAGE 'OTES VIA: ITY MA NOT T SCALE 1. BEFORE ANY CONSTRUCTION OR DEVEL(1:1PMENT ACTIN`! 1Y OCCURS, "RE-CONSTRLI ION MEETING MUST BE HELD WITH THE CI xY OF RENTON PLAN REVI{:IWFR. 2. ALL CONSTRUCTION SHALL BE IN ACCOHDANCE WITH TH 994 StAN` 'D SPECIFIC:' )NS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED BY ODOT, ANP E APWA, AS ENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONS TRUCTE:D Ar;(;ORDING TO TF E APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS, AN`' 0i `IATION FROM TW= APPROVED PLANS WILL REQUIREWBITTEN APPROVAL FROM THE CITY OF RENTON DEPA TM_NT F PUBLIC WORKS, RKS, SURFACE WATER R UTILITY, 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE v'HENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY C1 Y Cr' AENTON DEPARTMENT OF PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PI. A": t. e r •� � I P - I CLEARING AND BUILDING I T Ti R vR TO CLEAR G I l � FACILITIES S M B IN OPERATION 6, ALL SEDIMENTAT ONi�.ROS Or L �. MUST E CONSTRUCTION,AN TH EY MUST BE SATISFACTORILY MAINTAIN=D UNTIL CONSTRUCTION IS COMPLETED MP. LETED AND THE POTENTIAL FOR ON -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 APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, SURFACE WATER UTILITY. I N CITY FRENTON 8, GRASS SEED MAY 8E APPLIED BY H .Y DROSEEDlNG. THE GRASSSEED MIXTURE, OTHER THAN C O APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, SURFACE WATER UTILITY. N D WITH F A FOUNDATION I ACCORDANCE P ANTES SHALL B LAID ON A PROP ERLY R_ RED OUN 9. ALL PIPE AND APPURTENANCES E SECTION 7.02 3( 1)OF THE CURRENT STATE OF WASHIN TON STANDARD SP ECIFICATION FOR ROAD AD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEV ELING G OF'THE TRENCH BOTTOM 0 RT HE TOP OF THE I FOUNDATION MATERIAL AS WELL ASPLACEMENT AND COMPASTON OF REQU IRED BEDDING MATERIAL TO UNIFORM UNYIELDING N DIN BASE. DENSE L YIEL G 7 B SUPPORTED ON A UNIFORMLY R I NG H F THE PIPE WILL E GRADE SO THAT THE ENTIRE LE Q E EE 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 ASTNI 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 #1 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 DEPRESSEDO. 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[MINISTRATOR, 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 TILE 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. CALL BEFORE YOU DIG 1-800-424-,5555 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PRO,;ECT LOCATION 18 WITHIN THE AQUIFER PROTECTION AREA (APA). d ACC \ To L �� I ill - - FKOF ER`I'Y L-WM 100, 00 FT. xrav vtuAGi CEN WR ur+ v] ;AGE P; I•[[ _ I jI - `q ✓• 15Tit i _ SN f 9T#! Si I t Ent is .r+ 51FAN p 1 I ail — ° 19Tf1 zUlit I a.i$cX to .1 LI r'Ctl` - Sk zit i _i S _27KA _`.T Ii ,, I T 0 5 10 15 20 KUomet era � a E 5 -- �- . "&-..-+k.ni• ZDnL.CS rAGiLITY for: BRYANT'S TRACTOR 4 MOYVER Inc. ADDRE55 ; 500 S.W. 1 3th STREET CITY, STATE: RENTON, WA q 8005 CONTACT PERSON William Bryant O ri N E R'5 NAME: "////am and Karen Bryant ADDRESS : 25 100- Roberts 17r/ve CITY, STATE Black Diamond ,Y4A PHONE :206-886-2 -790 AREA OF SITE: .3 12 ACRE5t 13,5g6 5.f= PROPERTY ZONING: CA SEISMIC ZONE : (0) THREE DESIGN LOAE',5: ( SEE STRUCTURAL NOTES) 501L: 1000 P.5.F. (5EE GEOTECH REPORT ATTACHED) _ _ LIVE LOAV5 DEAD L.OAD5 FIRST FLOOR: 100 psf actual SECOND FLOOR: 50 psf actual ROOF: 25 psf actual WIND: 80 mph EXP05URE : "C" '�- USE OF BUILDING :Tractor and Mower 5alesand Repair FOOTAGE: Firf�t Fir- 3553 5/f Second Flr- 2 14 1 5/f OCCUPANCY GROUP :"B"/"H4" ' TYPE OF 60145TRUCTION V-N. OCCUPANCY l-OAD :Table 10A Sales- 1: 1 00- 3 q fi offices- 1: 100 - 2 1 ''• TOTAL 60 REQUIRED ` RKING: 12 �\ 'ROP05EG l�RKING : 1 1 Standard + 1 Barrier Free ARCHITECT ZANONI ANTI A580CIAT'LS INC. ROBrRT A ZANONI A.LA. a 6122 ' 640-21 et 5 T7RWr 5. f. AUBURN, AA. g8002-7641 (206)-g99- ' ' 11 twAX.• (206) g39-2411 -.� -AND5CAf ' RGHITE_C_T_ _�- Not 17etert -d V"AVIL E_ NGINE,- 5: l•" 'liam D Carson P.E. No. 00152-97 � ,tl L I H D Avff. OVER_ALL. _ 1TE PLAN AL _ SCE : 1 " - 10' -0" (PARKING SHOk4N ) NO Access (4>z m STRUCTURAL ENGINEERS Foundatlon- Interior fra17ing Pre- Englneered Bu/lding SEGA L'NG/Nff R5 P/NINACLE 7?FUCTVRES, /NC 22g28- 5L -912TH 2665 Hi'Y?' 921- BY-PASS BLACK DIAMOND, h1lAg80 'O CABOT, AR 72025 90 Greg Thesenvitz P.F. 51o' Carl A. eialker P.E. MEGHANIGAL_H.V.A.G 4 PLUMBING Bidder Designed.- To furnieh Complete system to meet or exceed U.M.G. 1 g94; N.R.FC.; V.IA,0.; U. P.C. 111 174; and r City of Renton Ammendments. ELECTRICAL Bidder'Pes/fined To Furn/ah Complete electrical, Include Load Calculations, Power Budget forms and Compliance. YYASHINGTON 5ThTf- --NON RE5IDENTIAL ENERGY.CODE Provided by the Arch/tect o Record ENV Checklist Com Approach. pliarrc s Forms (Attached) Prescriptive CITY OF RENTON PARK/NG FEQU/REMENT5 Per City of Renton Zoning Rr��ulat .ons: Zoning: GA 5ectlon 4,32, 10.4 5ectlon 4. 14.8-(6.J RETAIL v 1: 500 (10.) Vehicle Repair a 1: 400 2000 s/f f 400 - 4 5ta#4 Red-u/red. 4 14 1 s/f_t 500 - 8 5ta. Azeau/red TOTAL STALL 5 REGO%Rt 0 - 12 Stalls pro v/ded (1 1) Ste -, 1ar d 9 X I , ( 0 B4, -ler Free Stall 16'X 1 9' ==A -- X �W It— ir'K CTV-- iC i Y L.1 N E U. cno r-T. Lots 41, 42, 43, 44 and 45 in Block 26 of Hillmans Earlington Gardens, Division No 1, a5 per Plat recorded in Volume 1`7 of the Plats, Page -74, Records of King County; Except that portion of said Lot 45 conveyed to the State of r-b5hington for Primary State Highway No 1 by Deed recording under recording No 5435164; Situate in the City of Renton, Gounty of King, State of washington. PROPERTY LINES Exi5TING Gy.AiNt_INK FENCE 6 FT 0611. BUILDING LINES A5PH,AJ-T PAVED AREA5 ----- CENTERLINE PROP0515P FACILITiEB 6" EXTRUDED CURB — DIRECTIONAL I-IGIITIN6 C7 ON LITE Pores i 20 FT. 5LOp'E5 --i-- C HAIN ENTRANCE CODE EDITIONS: UBC 11 Uniform Building Code as amended by WAC 51-30 U M C fit Uniform Mechanical Code (ICBO) as amended by WAC 51-32 UFC 94 Uniform fire Code as amended by WAC 51-34 UPC 91 (Jnrfonn Plumbing Code as amended by WA 5126 VI,AQ 96 Vent/lat/on and lnobwAir Ouahi y Coo,� WA 51-13 WSEC Washington State Energy Code (P8r1? NRFC) WAC 51-11 FROW F;� Flows, Water Md/ns and Fire Hydrants as amended by the City of Renton's Codes and C)rdrnances. P 0 X _._ _T_O__P R A W IN (5_ 5 -- SHEET NO. PESGRFTk�N CavER 51TE PLAN a CODE ANAL1515 5HEET BUIL.DINS INFORMATION 5HT 1 FOI)NDATICd PLAN SHT 2 FLOOR PLAN 5HT 3 ELEVATION5 5HT 4 SECOND FLOOR/ CEILING PLAN SHT 5 BUILDING SECTION 4 GENERAL NOTES 5HT 6 BARRIER FREE RESTRMS 4 STRaJCT1.IRAL DETAILS ATTACHMENTS N R.E.G.COMPLIANGE FORMS SOIL ENGINEERS REPORT LEGAL DESCRIPTION 6122 1 REGISTERED F(TjjE I!SV!TAT( Of 091111111M BEYI�IQd$ VAIX t�v�e;on AAA ewe, (JWOCrr, r!'Artcy fu}r5�,91a, � s tr a s rrww• R� N DAM, 04/24/W .ae. ra, 95021,51 S+#M Nll"!l" COVER SHEET L' 3 0 rn w O � W z Z w (~!+ t N z Er 00 ct: M z Q 3 to LL Z c 00 E Z 3� Q -!2w (�w V M j E � E �N U coI U M do 'U 1C) I ID S J >- n b i 1 � l a z � 5 V W 5 i l I ��I sta. 2+11 3' right 1 - 10' vert. cross (MJXFL) 1 10' x 6' reducer (MJ) sta. 2+04 3' right -- 1 - 10' x Ir tee MJXFL 1 - Er valve FLXMJ 1 - 10' gate valve MJXMJ 1 - fire hydrant assembly (21' right concrete block i connect to 1 existing 6"0a� �\ main p LAWN 01 6'o Fire Hydrate sta. 0+95 3' right 1 - 10' x 6" tee �VMJFL 1 - 6' gate valve Epp 1 - 10' gate valve (MJXMJ 1 - fire hydrant assembly (21' right concrete blocK �o n . 0 o, \ErO Fire Hydrate i iC ELEV. 17.8 v 4v ELEV. 17.8 0 �s ELEV. 17.8 OIL WATER SEPARATOR goo " " , clean out �� �'e _,�' .{ EV. 17.8 01 2*0 ro DOOR DRAIN 'i (clean out PIT �q o, DOOR DRAIN 8' BY 16' BERMED AREA FOR WASH DOWN 30' BY 48' WASH DOWN PIT 48" DEEP -. "I PIT , 'Vo Asphalt. graded --, away from IlLlild;ng reference line "+ tf Y U A ELF`, -7.8 G W 4 N r� ASPHALTED f DRfVE WAY r, LAWN WATER PLAN SCALE: 1" — 20' —0" 4 1 ' CONNECTION DETAIL SCAM STA. 2+11 (S.W. 13th ST.) i - 1 T vent. cross (MJxFL) w/7 - 10 blind flange 1 - w/7' tap do 7 lug 10' min 1 - I T x 6' reducer (4 2 - 6' caee (MJ) 1 w/2" temp. B.O. assembly 2 - temp. tort. blocks BEFORE 2}gyp After pressure do purity test, remove temporary 7 B.O. assem. do temp. 6' caps/concrete blocks. Install 6` n pies sized \ \ , to fit and solid sleeves. AFTER OD 11 ` d� u' a. 1+79 15' right W I i 17 x 10" tapping tee (MJxFL) 8 A* 10" gate valve (FLxMJ) 1 T vert. crass (MJxFL) c�. Sete block �`,. STA. 0+79 (S.W. I M ST.) 1 - 17 x 10' topping (MJxFL) 10' min 1 - 1 Cr gate valve ( ) 0-011 2 - 10" lug (MJ) j 1 w17 temp. B.O. assembly I 1 - 10" vert. cross (MJxFL) 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. T B.O. assembly & temp. 1 Cr plugs/ concrete blocks. kCM Install 1 T nipples sized to fit and 10" solid sleeves. AFTER GENERAL NOTE: Use city of Renton datum: NAVD 1988 NAD 1983/1991 Z t an r c c - z G w ?- w _ L1r) 1 Q `L cn z w < N -' w W I � O W w z c z v r 3 - - M 2 _X w �z 3< LLJ i f < < < < i ar a i < i connect to existing 6"01__- main 1 6'd Fire - Hydrated _ Y ELFIN. 16.0 -- - ELEV. 17.8 1 1 LAWN \ �- ELEV. 17.8 OIL WATER SEPARATOR V 1 o ELEV. 17.8 o, 'ro clean out LEV. 15.5 6°0 Fire Hydrate ELEV. 17.8 0 0 \ \ \ 0 --- IE<AS BURIED> co, ELEV. 15.4 (IN & OUT) a ELEV. 15.3�;- J `�� 0 ELEV. 17.9 0 6"o 'ELEV. 17.8 a� To. - _ ��� co ELEV. 17.8 s ELEV. 15.2 7• LAwrl " � � Z„ __� - o �, N \1Y U\ C DOOR DRAIN top of clean out 8' BY 16' ,0 Z N ASPHALTED o PIT ELEV. 15.4 BERMED AREA FOR WASH DOWN \0 o DRIVE WAY -N �\ U 30' BY 48" WASH DOWN PIT 48" DEEP 4'1d� clean out- ELEV. 16.0si ELEV. 17.7 DOOR DRAIN PR � Asphalt graded ' _ away from building '4 _ 'Co8Ei reference line at ELEV. 17.8. \ ELEV. 17.8 ELEV. 17.8 New 10"0 DI Water Main sta. 0+00 (S.W. 13th St.) E L EV. 1 r, t 3 GUTTER FLOW LINE ELEV. 18.1 - ELEV. 17.9 CD LAWN c ul � U ELEV. 17.8 u ELEV. 15.55 `\ air SWAT E \ ELEV. 15.5 263 LF 10"0 Connect to existing main on SW 12th Street ELEV. 17.8 EXISTING DRAINAGE DITCH 3' WIDE - - Centerline LIND AVE. - STREET IMPROVEMENT PLAN SCALE: 1 " = 20 _0" EXISTING CONCRE?E SIDEWALK sta. 0+00 (S.W. 12th St.) EX. CB 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' L5 -el_ - -'- - WINDOW SCHEDULE LOCATION QTY SIZE DESCRIPTION a 2 '�121aoxe ��� �� WA l� S 406o n u a w t. fi. If it G 205 0 6414. 1 h/ StAAT6" i fzG, 51+"* 414Z Aee--cW o.4 {. 2'xb" H/FO STUDS'a) 16"o/c.ONE LAYER 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 O,Oeb" SHANK, V4' HEADS,1" 0/0. JOINTS OF SQUARE EDGE, BEVEL EDGE OR PREDECORATED WALLBOARD MAY BELEFT EXPOSED, STAGGER JOINTS EACH SIDE. ( LOAD BEARING). ONE HOUR RATED GA FILE NO 5420 5/8" TYPE "X" GYPSUM WALLBOARD OR VENEER PASE APPLIED AT RIGHT ANGLES TO 2 x 10" WOOD JO16T6 AT 16 O/C, WITH fad COATED,.NA1L6 1-1/8" LONG 0 O'W SHANK 1/4' HEADS, b" O/C. JOISTS SUPPORTING 1 NOMINAL �OOD SUB AND FINISH FLOOR, OR 19/32 PLY- WOOD FINISHED FLOOR WITH LONG EDGES T t G AND 15/32" INTERIOR WITH EXTERIOR GLUE SUBFLOOR PERPENDICULAR TO JO15T6 WITH JOINTS STAGGARED. SHEAR WALL SCHEDULE Man MWmum sheathing 1 Sheathing Nadu► 1 Anchor Bolts Remarks '/j GW8 5d dryw" 1/2" C 48' o.C. G. = 150 pit V V Each Side ® 4' O.C. BD 3/; OSB of 6d ® 6' o.c 1/2' ® 48' o.c. 0.4 = 195 pit Cox © 'h' OSB of Ad ® 4' o.C. 11r Q 48' O.C. O., = 355 p1l CDX o Notes - 1) A I walls designated' ' are shear wags. Exterior walls shag be sheathed with rated sheathing (24/0, 0S8 of CDX) No nailed at ag panel edges (Blocked) per schedule (u(1o). Nailing at intermedaN kamk►p to be ar 12' oa Nailing not called out shall be per USC Table 23-1-0. Nailing at GWB to be al all studs. top and bottom plates, and blocking. — 2) Top end boltoril pWes 01 shear ways sttaW be nailed to the horizontal diaphragms and the diaphragm to the joists. bean►. of block irw pef shear wag schedule. 3) HoldQwnf and WW ((aming hardware by Simpson of equal to be used per plan. E ,s of shear wags shag use doubts studs Mk ru+m M40). {) See NER-272 IQ( akefante rwil" / stapIs- C 14 BRICK VENEER / TO TOPO WDIWb —�.. ISO.►` 6cale: 1/4ii= u011 T 12"xIb" Concnsts pIInth to/(4) #5 ysrtical 4 #3tlse bo/c (tv of 2 Plac rt. �• 4-4 O PATE f?--Y 3,aN soar a ootio Lo TO 00 ILIA }- 11)­ i (Ll < < i sre�✓ :z -� o r' LLI z i•-- rl C3� tee,., 0 0 Ul LU iti t!7 Q u t'h,E T Kr-- -- x 6122 REGIST.1717 Q L EN o K i H .Loll ,. 2G G,h 1��'1 tJt � t� Ht �'f.L KCx��! !•!t,-,r �c�-i �►t,fa .•--. j � Gt�.tT' � W► fit. Cvt.JTTE;K i I I I I I I li .i r T. 4 �4 1" 1 O"T C VXIC-4 vp;Q P171 (ram,) - Us1)_0i1 1 T°x 14-0 nat.,-UP fie,, ►2 � m 4� usm ►,I a 6 t 22 REGISTERED ITECT RATE OF InSINIpTiO1E✓ Zr W Q- V • a1 • �f N Z Q N DATE, 09/15 /11 im. No. 95011,51 GNM mums" 3 rat