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FIR2023-0063+For Reference Only-Remodel Plans+6.19.2023_2.44.00_PM+3617382GENERAL CONSTRUCTION NOTES ARBY'S RESTAURANT EDMONDS 8425 244TH ST SW, EDMONDS, WA 98020 PROJECT DESCRIPTION BU ILDING CODES PROJECTTEAM NTI— esi.wncooe xemoe SEPARATE PERMIT BUILDING INFORMATION SITE LOCATION MAP v APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES Approved by Fire PFM KFLfte Cv APPROVED BY PLANNING ARCHITECTURAL City Of Edmonds o. oD��ry Irv�Ua xEMoo -a Dm. M/22/20 rmu rv�me.. BLD2021-1724 _ Door locks to comply with IBC 1010.1.9.3. Separate permits required: 1. Mechanical 2. Walk in coolers 3. Signage 4. Canopies 5. Fire alarm. RESUB nxx+oian APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES Approved by Fire PFM KFLfte Cv APPROVED BY PLANNING ARCHITECTURAL City Of Edmonds o. oD��ry Irv�Ua xEMoo -a Dm. M/22/20 rmu rv�me.. BLD2021-1724 _ Door locks to comply with IBC 1010.1.9.3. Separate permits required: 1. Mechanical 2. Walk in coolers 3. Signage 4. Canopies 5. Fire alarm. RESUB nxx+oian CHANGES IN LEVEL WHEELCHAIRTURNING DING OBJECTS ""' CLEAR WIDTH OF AN ACCESSIBLE ROUTE F�.I FBI F � -- ;�_ - CLEAN DOORWAY WIDTH & DEPTH n TWO HINGED DOORS IN SERIES N F 6 MANEUVERING CLEARANCES AT DOORS n REACH FC7ARD REACH L TiT MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS COMMUNICATION ELEMENTS AND FEATURES L) Ama TOILET-ST4LLS ER CLOSET GRAB BARS r7l� W.C. CLEAR CLEARANCES LAV. CLEAR FLOOR SPACE MLOR SPACE DRINKING FOUNTAINS (a UR!NAL CLEARANCES QD M ET STALLS CLEAR HEIGHT RESUB 9 KEYNOTES 0 1­ ­N N ` N'� 4 IN lol I I 1:pl�,IUI lAUllAl III ' 'U 7 N G.-1— .1.. .1-1 ................ BUILDING NOTES A H N$ --- 244TH ST SW --- ENGINEERING DIVISION APPROVED AS NOTED WWII. ZN_ RESUB Aug 11202 PLAN z 0 o. BOLLARD DETAIL (a) "D CONCRETE CURB RAMP DETAIL GENERAL NOTES o M. ACC. SIGN DETAIL (a) DRIVE TE THRU RAIL DETAIL tlOffSm21.1-.-ll-l=W RESUB A 2 7 CITY OF ED...D FILTER FABRIC FENCE FILTRATION SYSTEMS CITY OF EDMONDS l%w TEMPORARY TRAP SEDIMENT Ps DEfa Im POIC WORKS DEP.._'T PUBUC MRKS DEPAWM_ FOR CA— BASINS - . -1. GENERAL NOTES OUTDOOR DRIVE THRU MENU SYSTEM ,.°",,..w,.E,,.o.",��°.,n�."°".,,o,, a.°."oM..E.,,.".�o"".�o",.o..Ev"o.. MwiG.aoxa��.•ao�.».,.ww,..wEM°�oµ."n.,�o..� u —"°°"' DRIVE THRU PLAN - LINEAR �"rDRIVE THRU CANOPY BASE DETAIL v, Per cover page, canopy not included in the permit. _ 0 p w k ESUB r e .oen"� %, s� °wa mneia 1 DRIVE THRU CANOPY DETAIL *REFERENCE ONLY �P VIEW BABE PLATE n MENU BOARD DETAILS *REFERENCE ONLY AS1.2 w 9DINING ROOM WALL FRONT COUNTER z. KITCH EN WALL PARTIAL HEIGHT WALL (�) T;T OOM WALL "a' .00Ewxoiwwirvos I N11 W— CAP DETAIL 40 TYPICAL AL WALL RESUB .M ddDw«r§q)q/ �! )| _air _emcee { CD! A_,© © ® ^ � � : ■. EAST ELEVATION RESUB ago +oian z z 0 i o . _aRES__amae I;� _ c! ; A_, a ƒ {� ~w e � °` � .- ARCHITECTURAL FLOOR PLAN m 1 m 0 RESUB a�o+oian EAST ELEVATION '-- 106 NORTH ELEVATION -1. KEYNOTES N� 'N o' 'AIIINI I 1 .1 N �l I N—A— RESUB z 0 RESUB z 0 KEYNOTES Q SOUTH ELEVATION z z 0 i o . 0 RESUB ago +oian rkil z 0 WALL SECTION WALL SECTION RESUB asI (jW FINISH PLAN r_-I F---1 SYMBOL LEGEND KEYNOTES FINISH SCHEDULE RESU B I 1 1 n INTERIOR ELEVATION n INTERIOR ELEVATION t� INTERIOR ELEVATION ��®II mim INS INT(go IN ERIOR ELEVATION n TERIOR ELEVATION �J +a +a � N =a 107 17 5 17A 16 7S 35 17B 16A 71 ]ELI a ®® 16 INTERIOR ELEVATION RESUB ao+oian n INTERIOR ELEVATION �J �µa OU BOARD SOFFIT PLAN ^ BULKHEAD DETAIL MP SINK SECTION DETAIL MOP SINK CORNE R DETAIL NP SINK TRIM DETAIL RESUB z z 0 Fmale3 REFLECTED CEILING PLAN �Ju.+a RESUB ago +oian �1 SOFFIT DETAIL IPMENT PLAN RESUB ag +oiau 0 Z 0 00 Z_ Z0 a3 U oxrcn m�"I��„�����w� E%i. CORNER TRIN KIi (N F) REEZERIT r 112 ' a 5 (E COOLER o (N COOLER r 106 107 WALK-IN PLAN TYPICAL -EXTERIOR CORNER TRIM DETAIL n EXTERIOR BASE TRIM KIT ROOF FUSHING KIT B / s .wno�enm �4.wu�® n ROOF FLASHING DETAIL az. „,,. n INTERIOR FLUSH RAMP [az. �. �1 EXTERIOR WALK-IN COOLER FOUNDATION n EXTERIOR WALK-IN COOLER FOUNDATION 0 RESUB a�o+oian GENERAL NOTES FOUNDATION NOTES: STRUCTURAL STEEL AND MISCELLANEOUS IRON CAST -IN -PLACE CONCRETE 1. ALL WORK SHALL CONFORM TO THE REWIRCMENTS Of 111E IBC 202E 1. ALL Sh WA%, EXCAVATION, RECOMPACTION AND GRADING SHALL BE 1. STRUCTURAL STEEL USED IN THE FRC ECT SHALL CONFORM TO THE 1. CONCRETE PIACEMENT AND WAUTY S ALL BE DESIGNED N ACCORDANCE EUTON, AND ALL OTHER APPUCABLE REQUIREMENTS ORDERS, ORDINANCES AND REWLATIONS. 2. REFERENCE TO CONES, RULES, flEGULATONS STANDARD. MANUFACTURER'S PERFORMED IN COMRIANCE WITH THE IBC 202E AND CERTFlED BY THE CEOTECHNICAL ENGINEER OR THEIR REPREKNTATYE PRIOR TO THE OU[ENENT W ANY RDNFORpNG Sh¢ ON CONCRETE FOLOMNG SCHEWIE UNLESS NOTED OTHERWISE ON PLANS OR DETAILS. STRUCTURAL EUEMNT ASTM DESIGNATION (FY) MIN. YEID WITH THE RECOMMENDATIONS IN ACI SP-1S 2 ALL STONE TYPE ASTMOXN's3 MADE WITH CONCRETE WOK SHALL AC-0REGATES (FINEANDCOARSE) CONFORMING TO AS1M C33 AND PRODUCING ROD INSTRUCTONS OR REQUIREMENTS OF REGUTATORY AGENCIES IS TO THE L LATEST PRINTED EOTON OF EACH IN EFFECT UNLESS THE DOCUMENTS DATE 2 ALL FOOTINGS SHALL IXTEND INTO APPROVED COMPACTED FILL OR STRESS (kM) W SOPE '......"""'""'.."'."'.'".".....' P8B2 SO A UNIT WIGHi O 150 PO, UNLESS SPECIFICALLY NO1FD GTHERWY. e G SHOWN. LONPETENi NATIK SOLE, UNLESS NOTED OTIERMS. C, MCI L, COT ......... .................. .... .... A. M 'B' J. ALL AGGREGATE SHRINKAGE SHALL BE IN ACCORDANCE WTI C-15] WTI NN AKRACE DRYING SHRINKAGE AT 2B DAIS NOT EXCEEDING O.OBx 3 TYPICAL DETAILS AND GENERAL NOTES APPLY TO ALL PARTS O THE WORK 3. ALLOWABLE LESION SqL BEARING CAPACITY ASSUMED TO BE BW PSF. A SIR PIPE ............................................ A53, CRATE ROUND X5543 g EXCEPT WHERE SPEpFlCALLY DETAILED OR UNLESS NOTES OTHERWISE. ONE-THIRD INCREASE ALLOWED FEW SHORT TEND LOADING. ......................................._ A5O0. AGE R' TEAT H55.... .... _................................ ALL CpWAETE SMALL HALE A MINIMUM ULTIMATE COMPPESSK ETGENG AT 28 DAYS AS FOLOWS, BASED UPON AN APPRg2D LABORATORY DESONm $ REFER DOE ARCHITECTURAL DRAWNGS FOR BOOR DEPRESSIONS, EDGE OF OPENINGS, SLOPES, DRAINS CURBS, PADS, EMBEDDED ITEMS G SHALL CONSIST O FOR FlLLING AND BOD BORROW 4. COUP XCA MATERIAL THE E%CA MATERIAL AND/OR WRRDW AND SHALL BE FREE SSW, GRADE R' 48 RATES R BARB .................................. qJ6 Og BASE RATES MIXE S NON BEARING PA EENES, ,ETC. REFER TO MECHANICAL AND CRAWNCS FOR SLEEKS, OPENINGS AND HANGERS FOR PIPES, WC15 AND DUCTS AN IC R OR OT TH ORGANIC MATTER TRASH, BFR OR OTHER DEBRIS. BACKFlLL AROUND ....................................... A—, GRADE SO SO BOLTS USED IN BOLTED S1EFL A. SUBS ON GRACE, fWTINGS STAIRS ON GNAW 3W0 PSI BEAMS, CONCRETE COLUMNS, CAISSONS OOD PSI y �_ . EQUIPMENT. NOT B WANES SHALL NOT BE RACED UNTIL AFTER THE WALLS PRE THE PORTED WPPgtTEO BY TIE CWPIETON W INTERIOR fLAOR SKhMS 00 rv0i CONNECTIONS 1W IN. ...................................... AJ28-% COMMON BOLTS ............................._... BO AW] ONADE'A' L STRUCTURAL SUB AND In SUPPORTING BEAMS DDW PSI d S CONTRACTOR STALL KMFY AND BE RESPONS DI FOR DIMENSIONS AND C NC TIE WORK ALL TRADES MALL ALL DIMENSIONS AND CONgTONS PROCEED MIN BAQ{FlLL UNTIL ]DAIS MINIMUM AFTER THE COMPLETION OF TLOOR MTEMS UNLESS WALLS ARE BRACED. ALL THREADED ANCHOR RODS QN INSPECTION BY A REGISTERED DEPUTY WILDING INSPECTOR 5 IN 3. GONURED A IMPACT RN RIFYWRIFY WHICH IMPACT THE WORK. 11LD KRIFY SIZES, ELEVATIONS, HOLE DAMILL SIN N ON AND INS N OF DAMP SHALL NOT BE RACED UNTIL AFTER BE ETON AND CON[. AND MASONRY) W F1554. GRADE JB F.-Al SNEM STUD B COTS 2500 REWIRPO FOR ALL CONCRETE GREATER THAN 25W PSI. F H LOCATIONS, ETC. FRYJR TO FABRICATION. ANY CONNCT BETWEEN EIGUCTURNES MUST BE WRIFIED WINE%CELD ENGINEER BCEONE CON ON CAN PROC¢0. L LAYERS FLL AND BACKFlLL SHALL BE DCPOSIhD IN LAYERS NOT IM B 1 PROPERLY M MCI APPROXIMATE OPTIMUM ........................._. Al.PROOFING. 2 DULLING SHALL AFL PEWEE BY ELEG-70 BOND BY THE SHIWELDERS. 8. FORRAND ROUT G SHALL A TYPE V AND -SAND X. AS1M C-1W. ), ORYPACK piWT SHALL BE A 1:28 CEMENT -SING MIX. RE TO 8. COLUMN gMENSONS ARE TO FACE O FlNISI, JOINT CENhRONE OR AN N OR COMPACTED APEROKD EWIPMMT IN WON A MANNER AND EXTENT AS TO PRODUCE IA REUTK E""MENENIS AND A MANNE LY RdEXT OH ASTOPR PRODUCE A SERES UK SERIES OF WAUFlED AND APPRORM B. LOCATED OF ALL CONSTRUCTION JDIM MUST BE APPROKD BY THE ID CENTETNIU UNLESS NOTED OTHERWISE. DO NOT SCALE TE CONTENTION Of BOW OF MAXIMUM ONE. DENSITY EON OPTIMUM MOISTURE }_ SHALL UNIFORM N SAX A D A PERM DFREE SAX AND IPPFMANCf AND FREE OF ARGINCIANC TENT P NOT AN THE W NE ORANNGS. CONTENT PE DETEMINLD BY AT L AST K-54 METHOD O CMPACTON. HAND TAMPERS STALL W3ON AT W IRS. EACH STALL HAW A PWEI-ESINHOLES. O O PINHOLES POROSITY, AND OTHER DFRCl9 E MUN AND IN A 9. CONCRETE SHALL BE NANTAINLD GO SO DEGREES ]. EXISTING CONDITIONS AS SHOWN ON THESE BANS ALE FOR REFERENCE PONLY.RIOR MCONTRA,CONC IS REQUIRED TO FIELD KRIFY ALL EA51NG CONDITIONS CONTRACTOR SHALL REPONf CONDITIONS TIAi SQUARE FACE AREA NOT IN EXCESS O 64 SQUARE INCHES HALAL TAMPER MAY BE OPERATED EITHER MANUALLY OR MEONINICALLY AND SMALL BE USED WIEAE A POPE WELDING IB OEHOP A FOR FULL SIREBS IT SLOP MELDING SHALL BE PERNRIAED IN A SHOP APPROKD BY THE CItt BUILDING OEPARiL1ENT. FELL OR THE DAYS AFTER UNLE S NORM OTHERWISE ON T E D THE GS. 10 DAYS AFTER RACEMENT ONLE55 NDiEO OTIERWSO ON THE DRAMNGS. . CONNCL WTIH TIN CONTRACT DOCOMENTS TO THE OWNERS REPRESENTAIDW DO NOT DE An FROM THE CONTRACT DOCUMENTS LARGER POWER DRIKN COMPACTION EQUIPMENT CANNOT BE USED. ALL WELDING STALL BE DONE UNDER CONTNUOUS INSPECTON OF A REGISTERED 10. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECFlCALY DETAILED, KE MECHANICAL AND EKCONCAL DRAMNGS FOR WTHOUTWUTTENN NE OWNXCR'� 2EPRE4NTAT4£ COMPACTON SHALLON CFORM TO MEW INS DESGRGED IN THE SOIL REPORT. 8. GRADE SLAB: GRADE SUB SHALL BE SUPPORTED ON COMPACTED GRADE OR 5. SUBMIT SHOP DRAMNGS FOR REMEYW BY ENGINEER PRIOR TO FABRICATION, SLEEK LOCATIONS. 11. WHERE NEW CONCRETE IS TO BE PLACED AGAINST HARDENED CONCRETE, IIIANY DEMATON, MCOIFlCATON, AND GUESTTUTON FROM THE APPROMID .1 OF STRUCTURAL DRAMNGS SHALL BE APPROVD BY ENCINCER PRIOR TO ITS NATURAL SOIL APPROKD BY SOIL ENGINEER IF AVAILABLE, 6. 8. THE NENEW O THE SHOP DRAMNGS SHALL NOT RELIEK THE CONTRACNR CONCRETE SURFACE SHAH W BE RgHENED TO AN AHPUTUOE OF A IYRCAL ON USE OR INWUSON ON THE SHOP DRAMNGS k PRIOR TO PROCEEDING WITH THE WEAK. 6. BACKFlLL: BACKFIWNG BEHIND A RETAINING WALL SHALL NOT BE RACED UNTIL THE CONCRETE M MASONRY OBTAINS ITS DESIGN STRENGTU. SCII.S FROIJ COMPUANCE WiH THE REQUIREMENTS OF THE STRUCTURAL DRANNCS AND SPED CATONS THE WISSION FROM THE SHOP DRAMNGS OF ANY MATERIAL SHOWN OR SPECIFlED ON THE ORIGINAL STRUCTURAL DRAMNGS OIHERWSE NOTED ON THE DRAMNGS 12. ALL MISCELLANE011S IRON APPURTENANCES, ANCHOR III INSERTS, ETC. SHALL BE SECURELY MRED OR OTHERWSE ANCHORED IN PUCE PPoOR TO e My MOTOR AL BETWEENONFLICT 'CNY SHALL BE PLACID AND COMPACTED IN EQUAL LF5 ON BOTH SCES OF THE WALL UNTIL THE LOWER ELEVATION IS REACHED. UK I.A. N T TAMPERS SHALL NOT REUEK THE CONTRACTOR OF THE RESVONSIB11.1 FOP Eh PIANEMENT. BEE ARCHITECTURAL SHEETS FOR NOTCHES GROGW S. gRAWNT A"'Es'NSING BUILDINGYCOF . BE EBOLKD WN THE ENGINEER BEFOIE PROCEEDING IN CONSTRUCTION. BEHIND WALLS AT HIGHER ELEVATION. NRNISHING AND INSTAWNG SUCH MATEPoALS EKN THWpH SUGN SHOO CONM FURS, ETC. ■} 10. THE CONTRACTOR SHALL PROEEE ALL NECESMRY SHORES, BRACES AND ]. WALL GO RT: RETAINING WALLS HAVING STRUCTURAL SUPPORT AT TOP Of DRAWNGS MAY HAW BEEN RENRNEC WiH NO EXCEPTIONS OBSSMO. 13. EGN%POS DNONCREM TO HAW 3/4' GNANFER AT CORNERS SEE 4/Y GUYS REWIRED TO SUPPORT ALL LOADB TO WHICH THE WILDING SIRUCMORE AND COMPONENTS. SCILR. OTHER STRUCTURES AND UTUTES WALL SHCEL NOT BE BACKFIELD UNTIL STRUCTURAL SLAB HAS OCCURRED. B LOADING: N0T ENGINEER IF SUPERIMPOSED LOADING FROM fOUNDATON, ]. SENT HOES IN SHE¢ SHALL BE )M' LARGER OAMETER THAN NOMINAL SEE OF COLT USED, EXCEPT AS NOTED. 14. ONLY ONE GRADE OF CONCRETE TO BE ON THE SIZE AT ANY ONE TIME. sasaPM.em,a. AY BE SUBJECTED WPoNG CONSTRUCTION. SHOPoNG SYSTEMS STALL BE MG ON EC AND STAMPED BY A CINL ENGINEER UCENSD IN THE STATE W . TE TO THE SITE BY THE OWNERS REPRESENTATK WNOT INCLUDE ETC. EXISTS ON ADJACENT PROPERTY WHIN A DISTANCE D¢TNED BY A 45' IMAGINARY ONE PROJECTED UPWARD FROM TOP OF f00TING. REINFORCING STEEL 15. PONDER gAIKN fAShNERS SHALL NOT BE EXAIKN INTO CONCRETE UNTIL IT STRENGTH.AS REACHED ITS 2B DAYs DESIGN OBSFBVATON OF ABOK NOTED ITEMS. g, WATER Pfl00FlNG: SEE ARCHITECTURAL AND/OR ONL DRAWNCS FOR 1. ALL PEINiORgNG STEEL STALL BE DEFORMED BARS CONFORMING t0 A51M 16. THE MINIMUM CONCRETE COKR FOR REINFORCING STEEL IN CAST -IN -PLACE CONCRETE (NON -PRESTRESSED OF POST hNBIWEO) BHP11 BE AS FOLLOWS 11. THE CONTRACTOR SHALL PPOMGE MEANS, METHOD. TECHNIQUES, SEQUENCE WATERPROOFING, DAMP PROOFID AND BAGATIMED DRAINAGE CETAIL A-615 GRADE 60 OR ASTM A-706 FOR MELDED RDNFORGING STEEL AND PROCEDURE OF CONSTRUCTON AS REWIRED. THE CONTRACTOR IS REV SKE FOR SELECTNC FABRICATON PROCESSES, MCA W MI10. IN THE EKNT EXCAVATIONS REKAL UNFAVONABIE CONDITIONS THE 2. PRONDE SPACER BARS CIAIRS, SPREADERS, ELL. AS REWIRED TO HOLD A. CAST AGAINST EARTH 3' B. EXPOSED 10 EARTH OR WAIHER: TECHNIQUES OFCONSTRUCTION. AND PERFORMING WORN IN A SAFE AND SERWCES OF A SULS ENGWER AND/OR GEOLOGIST MAY BE REQUIRED. THE- GECU- IN POSTON. gq 2' SATISFACTORY MANNER. 11. NO TREN ES OR EXCAVATONS 5'-O' OR MORE IN DEPTII INTO NNICH A 3. REINIORCQ1ENi MARKED CONTINUOUS MAY BE SVUCED BY UPPING A0 BAR BARS ICI AND SMALLER 11f' Q 12 ARE UNOT RTHE CONTNCOOD AND SPECIAFORMEDL INSPECTOENGINENSERNCEDURINGS AND DO NOT PERSON IS REOUIRED TO DESCEND. (OTHERNSE OSHA PERMIT WILL BE FOOD.) DIAMETER (FOR 06 AND SMALLER BARS) AND 50 BAR DIAMETER (FOR ID TO G CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WTI GROUND: Z MANE THE RESPONSIBILITY FOR ME REWIRED OF WILDIxC 12. ALL BOUTS HOER N BE GRILLED 1/SSE min. 101/18' ma+. OKR52ED AND ENO), UMFSS NOTED OTHERWISE ON PUWS. STAGGER SPLICES IN SVHA WALLB. R #IS BARS /14 ON E1B IY! O OR,INSTEOBSONS INSPECTOR ON THE DEPUTY INSPECTOR. OBSERVATIONS ALSO DO NOT N GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSIDERED ENGINEER TO KRIFY. ADJACENT BARS 4'-O' MINIMUM. BARS d11 AND SMALLER' AS SUPERNSIOx O CONSTRUCTION. A DOWELS SHALL MATCH TE BEAM, GRADE BEAN. WALL, AND SLAB CW COLUMNS, BEANS: 13. CONTRACTOR $HALL PROTECT ALL WMK. NATEPoALS AND EWIPMEM FROM 13 PRE_ TREATED. IN EXPECT CONTACT WN CONCRETE SHALL BE REINFORCING IN SME AND NUMBER REWIRED, UNLESS NOTED OTERNSE. PRIMARY REINFORCEMENT 2' p F LINAGE AND SHALL PROVIDE PROPER STONAGE FAOUTES FOR 4A 4 14 YT-%O EPDXY (RRo25744) ACHESVE ANCHOR INSDOU. N INFORMATON S.SPECIAL DUCTUTY REQUIREMENTS FOR STRUCTURAL ELEMENTS SUBJECTED nEs STIRRUPS, VRALS I!£' AND EOOPMENT DURING CONSTRUCTION. CONSTRUCTON MATERIALS SHALL EAGOTBE SPRD T WHEN PLACED ON PRANCE) RT DOR OR ROOF', LOAD SHALL ARE AS FOLLOMNG (SPECIAL INSPECTION IS REQUIRED): TO YIELDING UNDER THE SEISMIC LOAD IN ADDITION TO ALL REQUIREMENTS OF APRUCABIE ASTN STANDMOS, REINFORCING STEED. FOR STRUCTURAL USE 17ALL GROUTS FOR COLUMN BASE PLATER. BEARING PLATES AT SILL OR BENS Q DE NOT E%OED THE DESIGN UK LOAD PER SQUARE FOOT AS SET FORTH BELOW PROEEE ADEQUATE SNORING AND/OR BRACING WHERE STRUCTURE NOMINAL ROD DIAMETER 1/2' S/8' 3/4' E/8' 7/8' 1' SIIALL HAW ACTUAL TENSILE T¢D STRENGTH NO MORE MAN TB,DOO PS IN POCKETS OR OTHER LOCATIONS SHALL BE A HIGH STRENGTH (4C - 45W PS AT 28 DAYS MINIMUM), NON-SIPoNN, FLOWABLE ERWT PCWEW:D AND D HAS NOT ATTAINED DESGN STRENGTH DESIGN ONE LOADS: DRILL BIT DIALIETER 5/B' S/4' $/B' )/8' 1' IMP EXCESS W THAT 6PES ACT AND ACTUAL ULTIMATE TENSILE SIRENGIH NO LDSS THAN 1.25 TIMES ACTUAL TENSILE YIELD STRENGTH. ACCEPTED BY lDE STIAUCTURAL EMSWER AND THE .1 AGENCY PRIOR TO USE. TEED AND OUCMENT SHALL CONFORM TO uANWACTURER'S Q ?i ROOF CONSTRUCTION LOAD 20 PSF 15. FWNDATON SUS SHALL SE NATURALLY DURABLE OR 6. WELDING W PONFORONG STEEL SHALL BE GONE IN ACCORDANCE WN THE RECOMMENDATIONS DRYVACK SHALL NOT SE USED AS A SIj_TWj W h POOR CONSIGN NON LOAD 40 PSF PESERVANK TREATED WOOD, FIELD -COT ENDS, NOhHES AND DRILLED LATEST EDITION OF TVE STRUCTURAL WELDING CONE W TIE AMERICAN MATERIAL UNKSS SVECIRCALLY INDICATED AND APPRWED BY THE STRUCTURAL ENGINEER. F O HOES OF PRESERVATK-TREATED YAW SHALL BE FYID-]RENTED PER AWPA M4. WELDING SOCIETY M!S D1A AND UBC 201] EDITION. A SHALL BE BY THE EIECTPoC ARC PROCESS. 18. ENSTNG CONCRETE AGAINST WHICH NEW CONCRETE IS TO SE PLACED SHALL N V N ? 16, FASTENERS FOR PgfSERVATK-1REATED OR FIRE -RETARDANT -TREATED B. SHALL UTE LOW HYDROGEN CIECTROGES. BE ROUGHENED AS NECESSARY, SANDBIASTEO. CSEANED AND MOShNED PRIOR TO RACING NEW MATERIAL. THE SURFACE O ALL HORIZONTAL m '0 m WOOD STALL BE O HOT DIPPED DIC-COATED GALVINRED STEEL IN C. STALL BE CONE UNDER THE CONTINUOUS INSPECTION O A CERTFlLD LONSINUCTON JON1W SHALL BE p£ANCO AND FWGNENED BY RMONNG ME Q ACCONDANCE WN ASTM A-1S3. DEPUTY INSPECTOR. ENTRE SURFACE AND EXPOSING CIEAN AGATE BWDLY EMBEDDED IN 1T ALL BUILT HOLES SHALL BE DRILLED 1/32' TO 1/I6' OKRSZED. D. SHALL ONLY BE DONE ON STEEL CONFORMING TO ASTN A706. MORTAR MATRIX. 19. THESE DESIGN G AMNGE GENERALLY SHOW THE FORM ONF THE COMPLETED 1& CONTNUWS SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REWIRED FOR FIELD WEE INC. CONCRETE STRENGTH F 125W PSI, HIGH ]. NO REBINDING OF BARB WELL BE PENUITIED. STRU CONSTRUCTION JONTS INCSTRUCTURAL CONCRETE STALL BELRRMITTED ONLY STRENGTH BWTING, SPRAYED -ON RREFROOFlNG ENGINEERING MASONRY. AS SPEpFlCALLY SHOWN IN THEE: g WNGS ON APPROVED IN WNTNG BY THE SIRUCIUREL ENGINEER. HIGH -LIFT GRWTNO. PRE -STRESSED CONCRETE, MOMENT-NESSTNG CONCRETE HIGH LOAD DIAPHRAGAS AND SPECIAL FRAMES. 2D. PRIOR TO START W CONCRETE WORK THE CONTRACTOR SHALL SUBMIT FOR 11. EX B¢OWAAN ANGK W 11H10(HOMZONTALKRIICAL) FROM TIN IDO.ON OF APPROVAL A RAN FOR THE CONCRETE WOK INDICATING ALL PROPOSED COD JONT LOCATIONS AND DETAILS, THIS PLAN SHALL BE APPROKD BY THE STRUCTURAL ENGINEER PRIOR TO STAR O CONCRETE WEAK ADDITIONAL THE FOOT MSS SHALL BE ADEQUATELY SHORED BY THE CONTRACTOR. REINFORCEMENT MAY BE REO I DEPENDING ON JOINT LOCATONS AND DETAILS. GENERAL 21. UNAPPROKD CONSTRUCTION JONTS SHALL BE SUFTICENT CAUSE FOR REACTW OF THE WORK. RESUB ESUB2 NOTES A ..� ,�EES 1.0 1. ALL ANG, SHALL BE INSTALLED PER THEIR CORRESPONDING EC RESEARCH RfPOR. 2. SPECIAL INSPECTON IS REQUIRED FOR ALL ANCHOR INSTALLATIONS 3. ON STE TENSON TESTING IS REQUIRED FOR ALL Of THE INST _EEL ANCHORS IN WITH THE TABLES) BELOW. TESTING STALL GONMPLY RION ASTM E-4BEGE 4. ANCHORS DIAMETER REFERS TO THE THREAD SIZE FOR THE WEDGE. APPLY PROOF LEST LOADS TO KOM ANCHORS WITHOUT REMOVING THE NUT 5 IF POSSIBLE. IFNOS. REMOTE NUT k INSTALL A MREADED CWRER TO THE SAME TIGHTNESS OF THE ONUN NUT USING A TORQUE WRENCH E APPLY LOAD CRITERIA APPLY FOR THE ACCEPTANCE OF INSTALLED G. ANCHORS: AG£ P. HYDRAULIC RAM NEMOD ME ANCHOR SHOULD HAVE NO OBSERVABLE MOVEMENT AT ME APPLICABLE TEST LGAD, A PRACTICAL WAY TO DETERMINE OBL�RNABIE MOVEMENT 15 THAT THE WASHER UNDER ME NUT BECOMES b. TORWE WRENCH MEMOD: ME APPUCABLE TEST TORQUE MUST BE REACHED WITHIN ONE-HALF (1/2) TURN OF ME NUT. R TESTNG SHALL OCCUR 24 HOURS MINIMUM AFTER INSTALLATION OF ME SUBJECT ANCHOR, IN PRESENCE Of THE INSPECTOR. 9. THE LEST PRWEOURES FOR EXPANSON-TYPE ANCHONS SHALL ALSO BE USED FOR EPDXY-TPE (AfHESVE) ANCHORS. TORM TESTING OF EPDXl_ (ADHESIVE) ANCHORS IS NOT PERMITTED. 10. WHEN DRILLED EXPANSON-TYPE ANCHONS ARE USED IN IE) OF CASs -IN -PLACE ENI ME ALLOYM$E SHEAR AND TENSON" VALUES AND LEST LOADS SHALL SE ACCEPTABLE TO ME ENFORCING AGENCY. 11 MEN 11PANION TYPE ANCHORS ARE USED FININTURAL APPLICATIONS SUCH AS EWIPMENT ANCHORAGER50 PERCENT OR ALTERNATE BOTS IN A GROUP, INCLUDING AT LEAST ONE-HALF THE ANCHORS IN EACH GROUP, SHALL BE TENSON TESTED. TH NCHONG SHALL BE DONE IN THE 12 PRESENCE OF ME PROJECT INSPECTOR AND A REPORT OF THE RESULTS SHALL BE SUBMITTED TO ME ENFORCING AGENCY. IF ANY THE FAIL THE TENSION-1ESTNG REQUIREMENTS, ME AGOTONAL TESTING REQUIREMENTS SHALL BE ACCEPTABLE TD ME ENFORCING AGENCY. ME ABOVE REQUIREMENTS SHALL ALSO APPLY N BOLTS OR ANCHORS SET IN CONCRETE WM CHEMICAL (AIHESN17 IF ME LGNG-TERN DURABILITY AND STAS UTY Of THE CHEMICAL MATERIAL AND ITS RESISTANCE TO LOSS OF STRENGTH AND CHEMICAL CHANCE AT ELEVATED TEMPERATURES ARE ESTABLISHED TO THE SATISFACTON OF ME ENFORCING AGENCY 1. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR WOOD SHEAR W,WS, SEAR PANELS AND DIAPHRAGMS INCLUDING NAILING, BOLTING, ANCHORING AND COMPONENTSOTHER fASTENING TO R SYSTEM. SPECIAL INSPECTON BYDEPUTY INSPECTOR IS REQUIRED WHERE THE FASTENER SPACING OF THE SHEATHING IS 4 INCHES C.C. OR LESS. 2. THE FAILURE OF AN INSPECTOR TO IDENTIFY A DEFECT OR ERROR AT ME THE THAT IT IS MADE SHALL NOT RELIEVE TIE CONTRACTOR OF THE OBLIGATOR TO CORRECT THE DEFECT OR ERROR. 3. SPECIAL INSPECTON REQUIREMENTS USTED IN THIS SECTON OF THE NOTES ARE PRESENTED FOR ME CONVENIENCE O ME RESIDENT INSPECTOR, TESTING AGENCY AND CONTRACTOR. OTHER INSPECTORS MAY BE REQUIRED BY ME GOVERNING AGENCY AND/OR BY ME CONSMUCIGH DOCUMENTS IT SHALL BE ME CONTRACTOR'S RESPONSIBILITY TO RENEW ME DOCUMENTS AND TO VERIFY INSPECTON AND TESTING REQUIREMENTS WITH ME GOVERNING AGENCY PRIOR TO ME START OF NYXM. 4. IN CASE OF ANY INCONSISTENCY OR OTHER UNCERTAINTY CONCERNING WHEMER OR NOT AN INSPECTON ON TEST IS REWIRED, ME CONTRACTOR SHALL CONTACT THE ARCHITECT AND STRUCTURAL ENGNEER FOR —ICAFIN AND INSPECTOR OR TEST IS REWIREDEPEN.NO THEIR RESPONSEAT ME 5. WONK REQUIRING INSPECTION WHICH IS DONE WITHOUT INSPECTON SNALL BE SUBJECT TO R 00H WMQUT OTHER CAUSE. ME CONTRACTOR SOUL NOT PROCEED WM WORK REWIRING INSPECTION UNTIL AND UNLESS THE OWNERS INSPECTORS ARE PRESENT. 6. CONTRACTOR DESIGNED STAIRS OR OTHER STRUCTURAL COMPONENTS MAY REWIRE SPECIAL INSPECTION DURING SHOP FABRICATON AND/OR FIELD INSTALLATON DEPENDING UPON TYPE AND LOAD AND IT 5HA11 BE ME RES>ONSIBIUTY OF ME CDHMACTOR N CLEARLY INDICATE SUCH REQUIREMENTS ON SHOP AND/OR ERECTION DRAWNGS T. SPEGAL INSPECTON IS REQUIRED FOR FABRICATION OF PREFABRICATED WOOD STRUCTURAL ELEMENTS SUCH AS CLULAM BEAMS, PREFABRICATED JOISTS, ETC. PER SECTONS 17-5 OF ME CODE UNLESS DONE IN A SHOP LERTMED BY ME GOVERNING AGENCY AMC ACCEPTED BY ME STRUCTURAL ENGINEER. B. PERIGDIC SPECIAL INSPECTON FOR SEISMIC RESSTANGE O STRUCTURAL WOOD SHALL BE REWIRED FOR NAILING. BCLTNG AND ANCHORING AND GTHER FASTENING Of COMPONENTS WMIN ME Ax WOW SHEAR A.S.WDRAG STRUTS BRACES, SHEARS PANELS AND HGD-DOWNS AS REQUIRED IN SECTION 1707.3 OF ME CODE. C SPEGAL INSPECTON AND VERIPCAMON FOR STEEL CONSMUCTON SHALL BE AS REWIRED IN SECTION 1] 2 O ME CODE. 10. SPECIAL INSPECTION AND WRFCAIXN OF CONCRETE CONSTRUCTION SHALL SE AS REQUIRED IN SECTION 1705.3 OF ME CODE. II. SPECIAL INSPECTION AND WI NICATON OF CONCRETE BLOCK MASONRY CONSTFUCTCH SHALL BE AS REWIRED IN SECTON 1T0.5.3 OF ME CODE 12. CONTRACTORS RESPONSBLE FOR ME CONSTRUCTION OF A WIWT OR SBSIC NG STSTEM/COMPONENT USTED IN ME 'STATEMENT OF SPEGAL SH RESPENSBBITY OF ME INSPECTORS AND THE OWNER PRIOR TD ME COMMENCEMENT OF WOIX ON SUCH SYSTEM OR COMPONENT PER SECTIONS 1705.11 AND 1T05.12 OF THE CODE. SPECIAL INSPECTON PROGRAM NVANN tnxUiT.1 ♦nmgP AN M MA VA «H TW ®MPF ROSE EARTHQUAKE DESKMH OFAD LOAD A PS uXE Low 3o PEF DATA RISE( CAEGORY 1 SEANG WPDT TFACION I I.. MAPPED SEGAL RESIVH AO£IERAIION SM .L2T19 SI .0.41Tg SITE BASS D-DFFAUT SPED. RESPONSE OU6FICENTS SM.1.02Hg SEBANG DESCH CAEGORY BASIC WIND SPEED (}SEC GIST) WIND IMPORTANCE FACTOR WIND EXPOwRE ANN ma PROCEDURE D 115 MPH I - LID C DEFIECTON OXTEFMA S1ERl JgSM R FRAMING MEMBERS LIMIT LIVE LOAD L/98O TOTAL LOAD L/3&I MASONRY NOTES: 1. BLOCNS (190D PSI. CONCRETE BLOCK SHALL BE OF SIZE SHOWN ON STRUCTURAL AINGS AND SHALL ONM TO ASTM C-WO GRADE N MECHHM WDGNT UNITS UNLESS NOTED OTHERWISE, 2 SPECIAL INSPECTON SHP1L BE PERFORATED PER MO WORD" 1fi5A. S. MORTAR (I B00 PS): SHALL BE WNPOSED OF NOT LESS MIM 1/4 PART NOR MORE THAN 1/2 PART UNE PUTTY OR CRY 1WRATED 1114E 1 PART PORTVNU CEMENT. AND 4 PARTS SAND BASED ON DRY, LOOSED WUUES. THE TOM CLAY CONTENTS, INCLUDING THAT IN ME SAND, SOUL NOT EXCEED = OF SAND CONTENT OR 63 OF ME CEMENT CONTENT. A CRQUT (2OW PSI): NOT LESS MAN T SACKS OF CEMENT PER QUBIC YARD, MIND CON I NCY. PER POURING WMOUT BEGREGAROM ON CONSTITUENT PAR, S. MULI PARTPORT.PND CEMENT TO NOT MORE MAN 3 PARTS PER GNA EI, 3/8 INGN MAXIMUM SIZE CDARSE AGGREGATE, GROUT PILL USING COARSER AGGREGATE MAY BE USED IF MIX 15 PROPERLY DESIGNED AND APPROVED BY ENgNEER. MAXIMUM SIZE OF AGGREGATE NAX 1/5 LEAST LITERAL DIMENSION OF CELL TO BE PILLED. MINIMUM COMPRESSW STRENGTH OF 25CO PS AT 28 — ONLY APPROVED ADMIXTURES MAY BE ADDED. fi ER FOR EA. SAMN OF MORTAR OR ON_ AND NO FOR AX_GG OF AT LEAST 1 MINUTES ADD THE UME AND CONTNUE MIXING FOR AS LONG AS NEEDED TO SECURE A UNIFORM MASS BUT IN NO CASE LESS MAN 10 MINUTES USE MIXERS M SEW RE A UNIFORM CAPACITY. BATCHES REWIRING FRACTIONAL I UNLESSNT K WEIGHT FOR EAON 911 BATCH. WIRETEMPERE MORFAR ONLY BY ADDING WATER INTO A BATON MADE H MOTTAR AND THEN CAREFULLY WOWING ME WATER INTO ME MORTAR REIEMPERING ME MORTAR BY DASHING WATER OVER THE MORTAR SMALL NOT BE PERMITTED, ANY MORTAR OR GROUT WHION IS UNUSED WTHH ONE HOUR MIXING REMOVED FROM ME WGD. ORTAP SHALL BE'MIXED AND MAINTAINED ON BOARDS TO SLUMP OF 2-3/4 INCHES PLUS OR MINUS 1/4'. T. CONSTRUCTION JOINTS; WHEN GROUTING IS STOPPED FOR A PERIOD OF ONE HOUR ON LONGER, FORM HORIZONTAL CONSTRUCTON JONTS BY STOPPING THE GROUT POUR 1-1/2 INCHES MINIMUM BELOW ME UPPERMOST UNIT. ILALIGNMENT OF VERTICAL CELLS: ALL MASONRY SHALL BE BUILT M PRESERVE ME UNOBSTRUCTED VERTCAL CONTINUITY O CELS TO BE PILED. THE E ENT TO MENI LLAP UNOBSTRUCTED VERTICAL FLUE MEASURING NOT TMIE55 MAN 3 ORGIES BY 3 INCHES 9. LAY AND PLACE MORTAR IN HORIZONTAL JOINTS. GOHPLETELY COVER ME FACE SHELLS OF THE UNITS WITH MORTAR. SWDLY FILL ALL HEAD JOINTS LAY 10. GROUTASCNRY"FH PLACEMENT 'MAXIMUM GROUT LA STALL BE 4A-O'(U.N.0.) NON CONTINUOUS POURS SHALL BE STOPPER 1 1/2' SLOW ME TOP OF A COURSE TO FORM A ICY AT POUR JOINTS A. GROUT ALL CELLS SWD (UM.O.) B. SOUO GROUT ONLY DELLS CONTAINING REINFORCEMENTS ANCHORS BOLTS INSERTS ETC. WHERE NOT. 11. PROVIDE LEAN-QUT OPENINGS AT ME BOTTOM OF ALL VERTICALLY GROUTED CELLS IF GRCIT UPT EXCEEDS 4'-0'. 12, NO PIPES OR DUCTS SHALL BE PLACED IN MASONRY WALS UNLESS SPECPGALY NOTED OR DETAILED, 11 DUNEIN MASONRY WALLS SHALL BE ME SAME SIZE AND SPACING AS —CA_ WALL RONFORCTNG (U.N.D.). IA ALL VERTICAL RONFORCING N MASONRY WALLS NOT —WING EARTH SHALL BE LOCATED IN CENTER OF ME WALLS UNLESS NOTED OMERMSE. 15. SEE MECHANICAL. EIECTRX L AND ARCHITECTURAL DRAWINGS FOR OPENINGS IN WALLS LESS MAN B' IN DIMENSONS PROVIDE STANDARD PIPE SLEENES AT THESE OPENINGS. 16. STRENGTH: ULTIMATE TEST PRISM COMPRESSIVE STRENGTH, r, SHALL BE 1500 PS.(uM.o.) IT. MASONRY IEBM LAP LENGTHS BAR SIx GRADE REO'D LAP 13 0 12' /4 AO 4' /5 SO 25' R6 60 10' /] SO 46' b QU w RESUB wN+o202R N z Z S1.1 DRD,EDI«.D.L DmN PARAMLIDIR ARR — AS FDMMMND FOUNDATION PLAN =aL ,.E Aa.m ro RE R.MD. MA..Uo ExR .ww,NM scuE: K•-r-D' un� SIX D MmW ROOF FRAMING PLAN (PARTIAL) L bs on AuoM.HE IMPALA:£ FOR NH AND GUMlC) sr� S Rlxc wEsuTe IRUDw NMAR- cx.IE) ,w — Gu— lsssr"u G—RON) ,x Ps OF L LAYOUT FOUNDATION USNG ARCHITECTURAL DRAw1xGS DO NOT SCALE STNUGTUNAL DRAMNGS. IF )SC-ANCIES GGGUR BETMEEN RCHITECTURAL AND STRUCTURAL ORAMNGS NOTFY ENDINEER OF THE RECORD. 2. SATURATE THE SOL le DEED MTU WATFA BEFORE PLACING THE CONCRETE 3. „GURE ALL HKKD-DOMN HANGWARE IN PLACE BEFORE FIRST fGUNDAPON SPECTGH. JUST PRIOR TO —TINS WALL FRAMING AND SHALL BE RE-TCHTEN JUST PRIOR TO COVERING WALL DROWDE A➢PRONED PLATE WASHERS AT All HGD-DO'ANS AND ANI]gR BOLTS B. ALL ANCHOR BOL15 SOUL BE ... ED V MN. INTO CONCRETE AND BE MRS W GA M 10' MIN. LONG U.HO, ON DIAN O SHEARWAVi R. ALL G" SHALL BE 3' REAR OF SQL ] ALL FOUNDATION SLL PLATES SOUL BE PRESSURE TREATED OR FOUNDATION GRADE REDAGC B. ALL M.. BWT3 SHALL HAVE AN EDGE DISTANCE OF B. FOUNDATION CRIPPLE WALLS SHALL SUPPORT FRAMED OF STUDS NOT IESS IN — THAT THE SNODING ABV. MTH A MIN. STUD HENGTH OF 14' OR HALL SBE FRAMED OF WUD BLOGONC. MEN OVER - IN HEIGHT CRIPPLES SliAll BE BRACEED M,H is STRUCTURAL 1 PANEIS ./ Ski H S HttOGM CONNECTGRS t REWIRE MPROVID DUTE WASHERS A. MWOME SHALL BE FINGER T AMJ MR M TURNED .UST PROR TO COVERING THE WALL FRAMING CONNECTOR G— P LLT BEA TUxIMUM OF 0.2GREI1 BY I INCHES BY 3 RICKS, (2303.3)N EA. RA ODR EDGES RYMIOD o.0,z AR WALL NAS,NG SHALL U— COMMON HARS T HOLES SHALL BE DRILLED 1/32• TO 1/Ie' ON]IDIID. (12.1.3.2 GG�) WARE MUST BE SECURED IN PLACE FNBGR TO FWNDAIIGH TOM TOM SHEAR WALL SCHEDULE 000®�0®®�Om Mc MNL,. RRu,nx .ur x.). +Da»' .,., ON, ,..13vrx .H.r I.v .+. n,MDm Wnw M. nwn mm m�T NSE �n ,iwaxc sm'Iw05.xA�DR s"P1�`"`Iue""soL .EO"`.u. ff�n wLL FDA. H.w. s�DR .". ",wR aMRDD,wD.ED.xm Rowvu-+ .,D, eor. LDF-o mFP, aa.,d,,IOIs A..AUR M.w:vea. A. acw„x,k x ,a Hro. ,» R,WL EDDo D - RE NsA „w, are• FROMSO mW o< sus Fw LEss ,,." 3 "ro. ,»E —11 Eoxs No xoT RE USA nMx 11 FROM HW „W N mEo HR "a R „). D ".G. —ERR A. ME.- H ',�ixPei Lsx+.a+wn w'E,`,u: s a• Fa Fv-oxwmall� µo I.sR W , .H , . N ab AT UGC WA •' °" E RESUB a PATE N.wws AEG romu za OF a AM rwux wuiSiwroxpv�m A NN u"" Is RFwxm Fw ,m wss ,H' uxuu. rwuw rtxEmwr Imm mruo ROOF FRAMING PLAN SCALE: Y4'-f-0' HwMAGTGR] RESPWWBIE FW ME GWS,RMG TEM/GGM x cnax sHUL WB(IT A WRITTEN STATEMENT DF GRONO BuIY ro nc SON.—IIENT OF snTEu W coYPWExT PEa s5c nD44 REQUFm 'W EID `WELG x`G, POST-IusiALLID AMESME µDHORS IIISLALLED S HORIZONIALY OR UPWARDLY — TOTO REESST SUSTAINED -Sox "I � LS CONETE _PROOBNG MONEEFm MAERSWNY. HIGH-UFT WWTNG. HIM"" AWS SPECIAL MCWENT-REGISTING WNCRETE FRAMES AND HFLCN PIE FOUxDATONS. (1Z05 k WAFTERS 1% 11, AND 11) J. FOUNDATION SILLS SHALL BE NATURALLY DURABLE OR p S - WOOD. BE (zER.I st7 .. ISTmMH acre BGSTro x � �G s xUG rFlG--).DDOWiHivaS °" d $ SHOR. DENT FY GRADE SYNB0. AND LAMINATON SPEDES PER GOIS NDS /S A SPROWDEUPPED I TAA M G m BHNTx wANETEa AND FLLL T D�'ANEEIST.AIE DSUW AWS,OITNKLWp GUI EIIUUNIOR IDEDDG. AxCNB NI G SHEAR OTTER FASTENING TO WMPONENM OF ME SEISMIC FWCE RESSMID SYSTEM. SPE— INSPEGTON BY A DEPUTY INSPECTOR IS REWIRED WHERE ME =EA )SPACING W ME SHEATHING IS 4 INCHES ON CENTER CR LESS REAR"AT �Or� s eND/W W Dmaxs DF usnuc sxAAT BE MAGE AvaaAaE ME .Da sTE. FOR GENERAL NOTES. SEE MEET S1.0 k 51.1. 2. SEE ARCHIMCMRAL FDR DIYENSONS ] %'e xM Y YIN. —(� ENBEOMENi,AINSTALLm BM PIAM WASTERS, SPACEDEA, 4'-0' 0.G SiORTNO WITHIN FROM SAT END (MI 1 PER WALL). SEE DETAIL 9/SDI.PLYWND /� 1 I 4. EI ROOF 91EA W% PLWD. (PANEL (NDEX ,- D- ANERE I S TO WATER USE U AENG TYPE MINIMUM C-C WADE NAMED TO W TB MINIMUM GRAM ANE WHERE T IS COMMONS M 10a COIMOIS SPACED AT G• IM ALWG ALL PORTS ES (BTU.) AND PANEL EDGES (EEN.) AND 12' D.C. ALWG INTERMEDIATE SUPPORTS (FlE1D) (f.N.) UNBLOC%m U.N.O. 3E DETAILS 9/GDO k �'a�'EvAma16 EXTERIOR I: AT ALL I TO WAR WALLS OTHER MAN SHEAR UM C 1F 5. PLYNGW WOC, HERE IT GRA NAI WHERE Ii ISM POSED TO WATER USE EI(TENW THE MINIMS( C-C E, COMMONS SPACED AT B• O.C. ALONG PANE EOCES (EN) GRADE NAMED WITH AND OU G.C. ALONG INTF IS TO BE S DUREDS (FEW) (FEN.). IN SUPPORTS B. ALL ESTON. HARDWARE IS i0 % ffWRED IN FIACE PRIOR FOUNDATION INSPECTOR. d PRONDE SWO Z'C BEttEEN ROOK FRAYING AT 2ND ROOH k III NOOK POSTS B. ALL SHEAR WALL mLE NAIL'G (EN.) ROOF BWNDARY NAL'G (B.N.) AND WAS SOA➢ CONNECTION SHALL BE INSPECTED PRW TO WONTING HEADERS I D.F. R IN A 4' LOAD .—I WALL d DWI h SNNATfiO ODEmARING WALL4 Z IFNRIp�M AND MAY BEINCFEASm AT 1 CONMACTWSEA OPlIO11 FW EASE IN IG. ALL HEADERS ONER 41D AMID ALL OPENINGB 72• W MIDER SHALL HAW GOD E TNMYERE UNIESS SROFlCALLY NOTED O'DER HOSE. IJ. RAN FERRED ME NLLWCGUUM ARE HE�RJRUN FTHE FOUNIAOR BEAN IIWO NA ME WRTEN WAN MEEBfRS F 2 14. COLUMNS NOT SPEGNED S BE STACKED STUDS TO NLL WIDTH O' WEMEER BEING SUPPORTED AMID NMIED •/ 1H 01V O.C. Z O Q I5. ALL MV TRUE IAMINATm MEMBER LUMBER SHALL BE FASTER TOGETHER M/ J ROWS SIT1BE NAILS 6 Y O.D.YIN., FROM TOP TO BOTTOM. OE P D It TOP RAZE SPICES REWRE It-tfitl PER ""' W SPUGE, IT. ALL POST AND BEAM CONNECTORS STALL BE SMPSW W EWAL RC W BAD U.N.G. It ALL SHEAR WALL RD STALL BE INSTAUED EWTNWTHE US.Y FROM TOPM h F THE BOT1W OF ME BOOR SSCKD. It_DE NLL HE STDS AT GAWE ENDS FOR ANY VAULTED CLUNG AND BAUDON WAILS M. SUUD BL DOING STALL BE PRONDED AT ALL HORIZONTAL JOINTS OCWRRING IN N V ry BRACED W PANELS. 21. ALL SHEAR WALL REWIRING HCmOMNS STALL USE 4x4 POST MININAI AT EA END, UN.O. ON DETAILS Q 3 ?2 ALL SHOT PINS N NON -LOAD BEARING WAILS TO BE0 Df O.G, SEE MEAN WAIL SMEWLL FW PLYAD EDGE NWUNG AND ANWOR BOLT SPAONG RESUB wK+ozazl :eN�lo%W •Ir r r.» ;n m.rt �e �wmsemoi (may^ u Junma g 91W3 PFR PV11 ER BfNI PFR PLNI 9YPSW AT 18' OCAS CLR5�15 YE PUX 2-Jr FU2 BOM 4 ) h ENOC R JOIST BLKC TIP O ♦'-O' 5PAOF WNLC6 MTG PER PVN A35 t 2—TOP PLAT OC URS oil MMEMMED o®mm00oo©0 ©®mmv©0o©o o®mmoty®ooto D�mm®00000 m®mmovo©o® o®om00000m J ¢.amR 7t- IIH Rr Ar � sum �5- iA �Ri 1�umnr STUD WALL ANCHORING DETAILS MT In• . w• . yr yr ]/.• r.ln• r. yr r.vlr RESUB aP�+o�oa SM