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15700 UPPER BOONES FERRY ROAD-5 t', Y Ary J ))f I REVOMONS BY QPLAN REVISIONS 1 m4-15-m� GDE Ll [) A)( 114 14 F=X13 1 ) F1k = !3 !3 or I j Ala F1 7r F. L 8i S F= !3 ti f LOCATED C w`` j �jS W UPPER BOONES FERRY ROAD 0 v OREGON �- w �e !=PORTLAND , s �m Uma 0 ANNEX ........ ...... a DESIGN CRITERIA- CODE SUMMARY _ ti-- INDEX OF SHEETS --- 1979 UBC ANALYSIS: , R-1 A-3 COVER TITLE SHEET, INDEX TO SHEETS, CODE SUMMARY. SEISMIC ZONE _____ .2 020.3 MCE Value of Ss, Site Class B OCCUPANCY ____________ DESIGN CRITERIA, AND SYMBOLS LEGEND 1.0 009.3 MCE Value of S1, Site Class H SPECIAL lt��:'ECTIUN FSE©�;iI�ED CONSTRUCTION _ _ TYPE V 1 HR. stat"f Oron Structural Specialty Code r f•►r ---------- 1 SITE GRADING AND DRAINAGE PLAN �zconcreteWIND __________ EXPOSURE C ALLOWABLE AREA -_______ (R-1) 10,500 S.F. (A-3) 10,500 S.F. 2 6EWER AND WATER PLAN and Reinforcing Steel ���'` FROST DEPTH _ _ 24" INCREASES: SEPARATION - (3) SIDES MIN. 41 .75' 21 .75 X 2.5 = 549 3 NOTES AND DETAILS ❑ Botts Installed in Concrote � 549 10,500 S.F. = 5,670 S.F. + 10,500 S.F. = 16.170 S.F. ❑ Special Moment-Resisting Concrete Frame . SNOW LOAD-------- 40 LB. MULTI STORY INCREASE: 2 X 16,170 S.F. = 32,340 S.F. AO.1 ARCHITECTURAL SITE PLAN Al.l BASEMENT FLOOR PLAN O R forcing Stoel b. Prestressing Steil Tendons HEIGHT: 50' WITH INCREASE OF 20' FOR TOWER �'�' A1.2 FIRST FLOOR PLAN structural Welding ` ,y ACTUAL FLOOR AREA MAIN BLDG. EXISTING REMODELED r ( ) A1.3 SECOND FLOOR PLAN U High�Stronlzlh Bolt;ng ��' 't- 1: '►` A1.4 THIRD FLOOR PLAN CODE SUMMARY BASEMENT ________________ 3,382 S.F. 3,839 S.F. A1.5 ROOF PLAN E3 Structural Masonry --- 1st FLOOR _________________ 9,110 S.F. 10,287 S.F. A2.1 EXTERIOR ELEVATIONS (MAIN) O Relntorced Gypsum Concrete CODES: EXISTING REMODEL WORK 2nd FLOOR ---------------- 8,610 S.F. 8,610 S.F. A2. 2 EXTERIOR ELEVATIONS (ANNEX) ❑ Insulating Concrete FII) BUILDING CODE: _ 1979 UBC 2004 OREGON STRUCTURAL SPECIALTY CODE 3rd FLOOR ___________.____ 8,610 S.F. 8,610 S.F. A3.1 DOOR AND WINDOW SCHEDULES ❑ spray Applied Fire-Rasistivo Materials MECHANICAL CODE. 2004 OREGON MECHANICAL SPECIALTY CODE TOTALS 216,712 S.F. 31,346 S.F. AREA OK A3.2 DOOR AND WINDOW DETAILS PLUMBING CODE: . 2004 OREGON PLUMBING SPECIALTY CODE Cl Pilings, Driilod Pions enc! Caissons A3.3 ROOM FINISH SCHEDULE ELECTRIC CODE: . 2004 OREGON ELECTRICAL SPECIALTY COi1E EXITING: BASEMENT EXITS R-1 1,915 S.F. 1/200 = 10 OCC. 2 REQ'D - 2 PROVIDED A4.1 1/4" ROOM ELEVATIONS E3 shatcrete A-3 1,705 S.F. 1/7 = 243 OCC. 2 REQ'D - 2 PROVIDED A4.2 CABINET DETAILS ❑ Special Grading, Excavation and Filling PROJECT CONTACT INFORMATION 1st FLOOR * EXITS , _ A4.3 FIRST FLOOR REI,LECTED CEILING PLAN LJ Smoke-Control Systems R-1 7,674 S.F. 1/200 = 39 OCC. 2 REQ'D 2 PROVIDED A4.4 SECOND FLOOR REFLECTED CEILING PLAN - _ _ 4,5 THIRD FLOOR REFLECTED CEILING PLAN ❑ Other Inspections �__�� T_..�.I •� ACTING ARCHITECT OF RECORD: R.R. ROCKY TOWLE A-3 1,126 S.F. 1/7 = 161 OCC. 2 REQ'D 2 PROVIDED A L_____ - _ 1015 LoPOINTE., SUfTE 6 2nd FLOOR A5.0 1/4„ FOUNDATION PLAN WISE., 10 83706 R-1 8 1 200 = 44 OCC. 2 REQ'D - 2 PROVIDED A5.1 1/4 LOBBY & GREAT ROOM PLAN � �� --, (las) 343-5511 �637 S.F. / 3rd FLOOR A5.2 1/4" S'T'AIRWAY PLANS ACTING STRLCTURAL FWACER OF RECORD: RICHARD AMODEO R-1 8,637 S.F. 1/200 = 44 OCC. 2 REQ'D -- 2 PROVIDED A5.3 1/4„ ROOM PLANS, ELEVATIONS SYMBOLS LEGEND X e TOTAL LOAD FOR FIRST FLOOR EXITING IS 200 PLUS 33 A5.4 1/4 ROOM PLANS, ELEVATIONS 4 3 X TRIBUTARY LOAD FROM SECOND AND THIRD FLOORS. 2 EXITS REQ"D A5.5 1/4" ROOM PLANS ELEVATIONS INTERIOR ELEVATION (503) 352-7677 / � DESIGNATION A5.6 1/4" ROOM PLANS, ELEVATIONS O DOOR NUMBER cc ELECTRICAL ENGINEERS: X TRAVEL DISTANCE - 150' PLUS 100' IN RATED CORRIDOR A6.1 GENERAL ARCHITECTURAL NOTES SHEET NUMBER w X ,� A7.1 BUILDING DETAILS O WINDOW NUMBER (� Im O X BUILDING HEIGHT ____.-______ 32 -6 p7.2 BUILDING DETAILS DETAIL NUMBER a U T MEGA PACIFIC ANNEX TO MOTEL BUILT UNDER 1986 STATE OF OREGON STRUCTURAL A7.3 PORTLECOCHEn&%E DETAILS FINISHED FLOOR _ Ill W CONTRACTOR: TED McRAE SPECIALTY CODE. ANNEX IS SEPARATE BUILDING WITH 2-HOUR A ----, SWEET NUMBED ELEV. 000' w D � � M 3377 S.E. 21 ST. AVE. SEPARATION FROM ORIGINAL BUILDING. I 1 BREAK LINE z � W 0 P.O. BOX 821186 ` PORTLAND, OR 97282-0165 ACTUAL FLOOR AREA ANNEX (503) 238-3772 (ANNEX) I I �U� Z 1�-------1 SECT IOrI NUMBER z � < O Z BUILT UNDER 1986 STATE OF OREGON STRUCTURAL SPECIALTY CODE ^ 0 < MECHANICAL O MECWWICAL EN( ERS: X L , , Q �mMj SWEET UMBER EXISTING REVISION NUMBER X 1st FLOOR ----------------- 8,445 S.F. WANDICREFERENCEEC Q O M M To X 2nd FLOOR ____ 8,627 S.F. - -- REVISION CLOUD ------�---� ABBREVIATIONS LEGEND R BBREVI O 3 wA�� TYPE NUMBER s OWNER: JATIN PATEL 3rd FLOOR _______________ 8,627 S.F. A �}-- a 5205 N INTERSTATE AVE. TOTALS 25,699 S.F. O.S. OUTSIDE B.O. BOTTOM OF PDRILAND, OR 97?11 (503) 669-7000 ACTUAL FLOOR AREA RESTAURANT T.O. TOP OF JST. JOIST lbo� (RESTAURANT) F.O. FACE OF INTRM T INTERMEDIATE EXTERIOR LND'G LANDING BUILDING DEPARTMENT: DAN NELSON EXT. CITY OF TIGARD, OREGON 1st FLOOR ________________ 5,008 S.F. PLT. PLATE BLDG BUILDING 13125 S.W. Hki 21ur. CONC. CONCRETE FLR, FLOOR ; •�� TIGARD, OR 9-/223 (503) 6.1.,i-4111 / (503) 412-6129 TOTAL LOT AREA ____________104,482 S.F. WL. WALL EXT'G EXISTING ++� P.T. PRESSURE TREATED DET. DETAIL ��'�M DRAWN BUILDING ---------------- 23#794 S.F. 239 W.D. WOOD SEP. SEPARATION saw _ TJM �I1�KC �ETec-n am or�m SUMMARY OF WORK BUP2007-00173 LANDSCAPE _______-,_____ 26,844 S.F. 269 R.S. ROUGH SAWN CHECKED MDO MVDIUM DENSITY OVERLAY _ ROC - THIS PRO.IECT INVOLVES THE REMODEL OF AN EXISTING MOTEL BUILDING. THE REMODEL INVOLVES THE REFACING OF THE BUILDING POLY POLYETHYLENE PLASTIC DATLF AND ANNEX BUILDING, THE ADDITION OF AN ENTRY PORCH, BRAND IDENTITY TOWERS, A NEW PORTE-COCHERE, ADDITIONAL ROOM AREA PARKING __________.______ 50,007 S.F. 48: MEMBRANE 1�IMIIrAaFdMWI _OCTOBER 3, 2006 AT FIRST FLOOR '1NDER A CANTILEVERED FLOOR AND A SUN ROOM AT THE POOL LEVEL. INTERIOR IMPROVEMENTS CONSIST OF THE SIDEWALK ___-__ __-_____ 3,777 S.F. 39 /1rrtllevcoll'f.A1rs _ ADDITION OF A FIRE SPRINKLER SYSTEM, FIRE DOORS ON THE ELEVATOR, CONVERSION OF SEVERAL ROOMS TO ACCESSIBLE ROOMS OR MCLUD WA7TACHIM SCALE a SUITES, AND THE REMODELING OF THE ENTRY AND OFFICE AREA FOR AN IMPROVED AND BRAND REQUIRED LOBBY AND GREAT ROOM. - �,.,1�TM�MON OO ���� _ AS _NOTED _ REMODELED AREAS WITHIN THE BUILDING COMPLY WITH 2004 OREGON STRUCTURAL SPECIALTY CODE. TOTAL PARKING SPACES 126 SPACES JOB No. STANDARD ------------------ 77 SPACES =�RwEM 06- 140 _ U ..�✓, COMPACT -------------------42 SPACES -f SHEET OFFICE COPY ACCESSIBLE ________ _______7 SPACES AOmO y 0 File Name: 38p-a 1 1.dwg OF tltt^IDtT9 Edit Date: 09-20-06 (14:02:46) a - t:..J.�._,.,�1in,:s'i➢:I',,..,,-. ,•.+.. ... _ ... .+ .•.,I: :.-...... ._ _ .. '.A.•�!•'.':wf?/7r' ._.. .. ..F.+'+Rs��f ..�.... .. .-- _ • ` ' I : - • . 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IIIIIIIII l!I!111111111I1!ll lllllllll IIIIIIIIIIIIIIIIII III!II!II • ra �.F 1 1 'i t, RrvisioNs rY PLAN REV15101I ODE 04-15-01 / 97 t i ` 1 I i I l I ' I I I 010 I • to 0 C6 tE ) U t�1a, � 40 I6l U ,(rFF I Q w r { I � A NEW FOUNDATION AS.6 r AND FOOTING �i i cr m \\\� l I hDRY ROOMCO rrolEMOLITION NOT : ``` / 109Jl WHERE DEMOLITION IS CALLED OUT ; \\ \ r CONTRACTOR SHAM DETERMINE THE NEED \ \ \AND MEANS FOR SHORING THE EXISTING EXIST. FOUNDATION \ / .., I STRUCTURE, MATERIALS SHALL BE C' AND FOOTING REMOVED IN COMPLIANCE WITH APPLICABLE LAWS AND ORDINANCES. \ HAZARDOUS MATERIALS IF PRESENT SHALL / l / BE REMOVED ACCORDING TO APPLICABLE REMOVE CORRIDOR LAWS AND REGULATIONS. INSPECTIONS AND WALL \ A . WHERE REQUIRED WILL BE AT THE N) >; I — — — -_ 126 \\Y 124 ' CONTRACTORS EY,PENSE. MATERIALS OF I DEMOLITION SHALL BE REMOVED FROM q �..- ._..__ ... .._. _ -_ 11 l 1 _ THE SITE AND DISPOSED OF IN A PROPER I I . I _ -T I I I I I I MANNEP. SURFACES AFFECTED BY DEMOLITION SHALL ALL BE REPAIRED WITH NEW FOUNDATION THE MOST APPROPRIATE MATERIAL AND FOOTING MATCHING EXISTING OF PROPOSED — ———— —SAID" NG FINISHES.. ama - I L � I I POOL - _ 108 I I II II II I ( JJ - As.4 _--- II ------- II ------ I I - - - -- '.. PATCH AND FUR OUT AS / T. REQUIRED. — 103 I Q I < I � \x� CORRIDOR \ 102 __ - ------ -� ----------I I-----------H- ------- W REMOVE EXISTING WALLS __ I (� AND SHOWER CAP — — _ Y rt>- I I Q X WALL TYPE ITYP.AT I� NEW FOUNDATION SUPPLY ANO DRAIN — -- — — — — — I� — — -- "- �1 -- -- -- — ""J I— — — — l �/ W W (� LOCATION - 6EE A6J AND FOOTING LINES — I I I I I I — I /O ' — U. LLI I I -_ - --_--_ _____ __--_- W D ac TYPICAL 5' TUI�IMG I }---..__ ______ __ _.. ..__ _. ._ - -- - -- ; c o CO) � O I\ /� ARBA ;f -� - I---------- - ---_SOLARIUM------------- ----------- 1 1 1 ._ I - --- ------------�__---- ' �— Z 0 Z c r 30' CLEAR&PACE I ��'[' � � I"l • _ uc Z �c/S' „ 00 NEW RETAINING .I ?.1 W W j r--- I l•'�� '� VEST. e I I 5+'x0' CLEARANGH `�y�,� '{�:c I WALL AND FOOTING , 101 I I r St.t Q �P ~ cc I I AT WATER CLOGET I + "'"?''' _ ;o < O W L—--— I me g' ..... ... .__._...._.- �i ' 00 8—2 1 2 8—2 1 2 8 —2 1 2 10 —1 J 4 0. 0. Ico 00 - i 0. -� 01 • .r or I 1 _ . 00 I ^ O • ( 1' —NEW FOUNDATION A AND FOOTING � '[(+ ' — 8 Be I 5t.1 I ii�„ t�C77 ,• I4—0 8 —4 4 —0 71-40 4--00 6—0 4 —0 6—4 4 —0 } OltI DRAWN or sw 1@31-7" 24'-0' '-7" 8' S/8• I 471_4" — TJ M__ L ROC_ DATE OCTOBER 3, 2006 SCALE ° AS NOTED th3B Pio. � 06-_140 . 0 SHEET c0 BASEMENT FLOOR PLANAlal 1/8 8� 1 /-0�� File Name: 148-f 1.dwg o = Edit Date: 11-15-06 (14:40:42) 0 .. 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( i r..r. 111111 k '.Y Y e� } ^r, •l } REVISKINS EY PLAN REvISIONS GDE A ' Q94-15-m1 HARDIPLANK 6' LAP SIDING - -- - -- - - _ - 3-COAT STUCCO SYSTEM --- - __ -- - COLOR: AMARILLO WHITE 1 - _ - - — - - - AT CORNICE, BELT BANDS - - :, 5 I REVI610NS iY _ -_-- ---_-- -- - Q PLAN REVISIONS GC)E DOOR SCHEDULE AND DESCRIPTIONS 04-15-01 DOOR TYPES ua o..x a-lig n"rn PEEP AT GUEST ROOMS. COKAG DOOR HOUSING 1/4" WIRE TEMPERED TEMPERED 1/4" WIRE LOWER PEEP REG'D. IN TEIFERED GLASS -Alp" ! - TEMPERED GLASS GLASS GLASS 4 �• ADDITION AT GLASS HANDICAPPED ROOMS. all S • �OGATIOM / \ 8 oil a ha' 1 5► 1 3/4" x 3°x a° 1 AAL AL 1 3/4" EXTERIOR TO CORRIDOR _ i - 2 SF-BPPR. 1 3/4' r 3° 6' 2 AAL AL. 1 3/4" xx- EXTERIOR TO VESTIBULE 3 $F-8P PR. 1 3/4- 3 a 2 AAL AL 1 3/4' - VESTIBULE TO LOBBY4 SF-S PR. 1 3/4' x 3 rA 6 3 AAL AL 1 3/4' - EXTERIOR TO STAIRLwj 5-8 NOT U■■D S'.p` veptlFrIr 7-11i HM�60 1 3/4`x 3 x 6 4 P HM 2 16 -�- ISTAIR -_ ---- - -- - 17-20 EL SD 4°x e° 13 P STL - - CORRIDOR TO ELEVATOR - --- STF - ---- �� -- - ---- --- -- -- ---- --- f REFi�ONT ------_- STOREFRONT STOREFRONT---- EL- -- _ --. . RONT _-- -- FULL LASS __ CALLING ---- -f1•U�- - AN R/u STILE AND B�-_ STILE AND RALL FLUSH __ �l. �i_ -EL�IL------- - - t8 - - - Q_-�-- _. SOLID -_-__-_- SOLID -[�__---_ ..�Q�-_- 21 WD-20 1 J/4" r 3°x b° S SW Hld 2" CORRIDOR TO TOILER =_hL - --- _ --- �OVD SOLID - - _�L- -- -- -�- ---- rN- - a • IN- -� w1� �--- TINS;. xwp� - 2`__ TEMPERED_ -N- - _�- - _-^- __ ----,-- 60 MIN. 90_��_--- 22 WO-20 t J/4' r 3 x a S SW HM 2" 18 CORRIDOR TO wo1eEN- RATING - - -- ---- -=H- _ -�L.�_ _6C1 MIN.- _ ---� MIN - - -N- -_ ---- NOT UM C� ., �M- 23 O IO 2 — Y SF-BP SF _HM-�_ -Z W -N WD-F _ EL-SD - - _� -- - -- - -. _ �,- O � 1 40 - - ----- 24 WD-20 1 3/4" x 3°x G� 5 Sw HM 2- 18 -- _ CORRIDOR TO MEN -- ` CORRIDOR 10 FITNESS 25 -WD-20 1 3/4' x J°x 6' 7 SW NM 2" 18 _-__`- � � � M� — _...� W Z. cin -- --- - ti.... c>t�••w 26 WD-20 1 3/4' x 3°x 6' 6 Sw HM 2" 18 CORRiUOR TO BREAK 80011 - 0 I �. N•,,,•: s.1.�.a,., HARDWARE GROUPS ..D .. �.-0. ......— - _ ".R ROOM SCHEDULE NOTES Edt Date: 05.-05- 1,�,.►0 1— 27 NOT U� < -- sow � Mw oaarr„ON - O J. ACOUSTICAL TILE USED N THIS PROJECT SwALL 8E 2x2 ACOUSTICAL _ _ 28-29 WD-FG I 3/4' x J°x b° 14 SW WD 1 1/2- � LOBBY TO GREAT ROOM CEN NC RE w/ TEGULAR EDGES AND SPLINES OF COORDINATED COLOR. 1 26 HINGE 1 PR OFFSL I PIVOT 9 26 HINGE 1-1/2 PR 4 1/?.- Y. 4 1/2- BB AND SPRING HINGE 3p WD-20 1 3/4" x 3°a 6' 8 SW HM 2" 18 FRONT DESK TO CART � TILE SHALL NOT BE PAINTED. TILE SHALL NOT 8E USED VERTICALLY•OOEDIT CLOSER LCN 4010 -- Z. EXISTMdG VINYL WALL COVF1tING SwdJ. NOT 8E PAINTED. UNSATISFACTORY LOCKSET MAGNETIC CA14U W/ KEY OVERRIDE LOCKSET MAGNETIC CARD W/ KEY OVERRIDE e VINYL WALL VINYL ALL SHALL BE REMOVED AND REPLACED. NEW VINYL EXIT DEVICE DORMA f 9400 ALWAYS FREE FOR EXIT 31 WD-20 1 3/4' x 30a a' 8 SW HM 1! 18 FRONT OF°( TO WORK WALL C ALL C G �� OZ. TYPE a. WEATHERSEAL PEMKO F( 114PS DEAD DOLT MORTISE THUMB TURN W/ LOCKSET SMOKE SEAL PEMKO SOO 32 WD-20 1 3/4' x 3°x 6' 8 SW HM 2" 18 LOBBY TO OFFICE " 3. CARPET SHALL BE 10076 SOLUIKMI DYEC NYLON OR WOOL 36 OZ./S0. YD. 2 28 HAR(1WARE SET PROVIDE: THRESHOLD GRANITE THRESHOLD r _ W/ COMMERCIAL GRADE PAD. FOR POWER MOTION DETECTOR, POWER OPERATOR, 4. HARD SURFACE FLOOR TILE OR STONE Swell HAVE 0.6 ASTM FRICTION. OPERATED BREAK AWAY HINGES. LOCK W/KEY 10 26 HINGE 1-1/2- PR 4 1/2- X 4 1/2- 88 33 WD-20 1 3/4' x 3°x b' a SW HM 2- 18 WORK TO OFFICE SLIDING DOORS OVERRIDE, CARD AND LMOIE LOCKSET PRIVACY - BASE TILE SHALL MATCH FZ,OOR TILE. FLOOR TILES SHALL BE 6"x6' MIN. DOOR STOP WALL BUMPER OPERATOR 34 WO-20 1 3/4' a 3oa 6' 8 SW HM 2" 18 I.OElBY TO K - 5. CONCRETE BLOCK IN WTERI)R OR EXTERIOR LUCAIKINS SHALL BE . •. COU1iTERTOPS AT REGM,;TAAT101i DESK. BREAKFAST BAR• COFFEE BAR AND 3 28 HINGE 2 PR OFFSET PIVOT 11 26 HINGE 1-1/2" PR 4 1/2' X 4 1/2" BB �. WO-20 t 3/4' r 30x 6' 8 SW HM 7.' 18 - GREAT ROOM TO PANTRY PUBLIC RESTFN0011S SHALL BE STONE OR SOLID SURFACE. LOCKSET MAGNETIC CARD W/ KEY OVERRIDE LOCKSET PASSAGE CLOSER PR LCN 4010 DOOR STOP WALL BUMPER EXIT DEVICE PR DORMA F9400 • 36-38 WD-20 1 3/4' x 3°x a' 4 Sw HM 2" 18 CORRIDOR TO VENDING _ WEATHERSEAL PEMKO PF114PS 12 26 HINGE 1-1/2- PR 4 1/2" X 4 1/2. 88 O -- DEAD BOLT THUMB TURN NOT UM V �� IN AD/XTION To A.N.SJ. ANO THE AMERICANS WITH 39-40 dI pyeBI jM ACT, ALL DOOR WARDWARE FOR AREAS OF 4 26 HINGE 1-1/2' PR 4 1/2" X 4 1/2" 88 SMOKE SEAL DOUBLE S88 U W THE qua•OM1(' SHALL MEET ACCESSIBILITY REOLIIREMENTS CLOSER PR LCN 4010 THRESHOLD DOUBLE CARPET PAD o • CORRIDOR TO RESIDENT ROOM OF THE STATE AND LOCAL AUTIIORITIES. LOCKSET PASSAGE i1 WO-20 1 J/4' x 3 x 6 9 SW HM 1" 18 _ SMOKESEAL PEMKO S88 13 A COMPLETE MANUFACTURERS PACKAGE FOR -- w DOOR STOP WAIL BUMPER SMOKE GUARD MODEL 400 HEAD MOUNT 42 WD-N 1 3/4' r 3°x 6' 10 SW HM 2" 18 _ RESIDENT ROOM TO BATH _ Q ELEVATOR HOISTWAY PROTECTION DOOR (r to 43 wC-20 1 3/4' x 3°x 6' 11 5w HM 2" 18 SUITE ROOM TO ROOM m 5 26 HINGE 1-1/2" PR 4 1/2- X 4 1/2. 88 4 1 X 4 1 2. 88 LOCKSET PRIVACY 14 26 HINGE 1-1/2' PR /2 / -- -- CLOSER PR LCN 4010 PULL GENERIC o • ROOM TO ROOM CONNECTING DOOR SMOKE SEAL PR LC SOB EXIT DEVICE PR DORMA F9400 44 WD-20 1 3/4' x 3 ■ a 12 Sw HM 2' 18 GENERAL ROOM FINISH SCHEDULE ABBREVIATIONS DOOR STOP WALL BUMPER CLOSER LCN 4010 SMOKE SEAL PEMKO S88 445 HM-90 PR. 1 3/4' mF 3 16 15 P HM 2- 18 CORRIDOR TO CORRIDOR _- IICT _ __ACOUFIC LAY-N TILE (2x4) N.C.--__-HANDICAPPED S.L.- --SIDE LIGHT 8 26 HINGE 1-1/2* PR 4 1/2" X 4 1/2" 80 THRESHOL DOUBLE CARPET PAD I A.F.F.____AeOwE FINISH FL120R HR..- --HOUR SLD'R. ---SLIDER LOCKSET MAGNETIC CARD W/ KEY OVERRIDE ^�' -_- �• ALUM.__KIM H-----HOLLOW CORE S.M. _- _ SURFACE MOUNTED ALWAYS FREE FOR EXIT 15 26 HINGE 3 PR 4 1/2' X 4 1/2- B9 AAL -_ . -NppINIU ALUMINUM FII.SH MIS.— _.—INSONATED DOOR CORE SPR. HNC.__ SPRING HINGE CLOSER LCN 4010 EXIT DEVICE DORMA 8400 Al1T -r---Al1T011ATX' LT._--___LIGHT SQ. IN. _-_SOUARE INCHES SMOKESEAL PEMKO S88 CLOSER LCN 4010 _ ME_-_.-_MATCH EXISTING STL --__STEEL HOLD OPEN MAGNETIC Q 00 ----BALL BE/iRNG MIN.----MINUTE STO.--.__STORAGE DOOR STOP WALL BUMPER I BRZ._--_.BROWE SMOKESEAL PEMKO 287AS C ____CARPET CARPET P_._-_ -PAINT SC ----_SEALED CONC. CEL--- _4" CARPET BASE PANIC-___PANIC I�AROWARE SV_____SHEET VINYL 7 28 HINGE 1-1/2' PR 4 112* X 4 1/2- BB ASTRAGAL PEMKO 354D CR -- _CLEAN AND RESTORE EXISTING P.F.---_ PRE-F"SHED Sw_._--_STAINED WOOD LOCKSET MAGNETIC CARD W/ KEY OVERRIDE DOOR BOTTOM PEMKO 4131 B. L CT__ _-_CERAMIC TILE PR.--- _PAIR TCF _--_TEXTURED CEILING FINISH ALWAYS FREE FOR EXIT CTN---_CERAMIC TILE, NON-S: P CT - - -ouARRY 'ILE TWF--.__TEX1 UREO WALL FINISH CLOSER LCN 4010 CIM-----CARPET WAINSCOT REO'D.-- -REQUIRED T.LGL---TEMPERED INSULATING GLASS SMOKESEAL PEMKO S88 NOTE: ALL EXITS ARE TO BE OPENA6LE FROM INSIDE WITHOUT THE D@L.__ -_DOUBLE RE0'�•-- REQUIREMENTS VT_---_VINYL TILE, REINFORCED DOOR STOP WALL BUMPED USE OF A KEY OR SPECIAL KNOWLEDGE. DR. -_--DOOR R04---._4' RUBBER COVE BIOSE vwC _--_VINYL. WALL COVERT IG NX ----EXST04 RB6---- 6" RUBBER COVE BASE EKT. _--_ RB ___- 12- RUBBER SKIRT BASE WOMS _-_WATER BORN MULTI-SPECK 8 26 HINGE 1-1/?." PR 4 1/2- X 4 1/2 BB FF_ --_FACTORY FINISH S_•-___S(XJD CORE PAINT AND SPRING HINGE FP__-•--FAUX PAINT SCO--_-.SELF COVED BASE WBE _--_WHITE BAKED ENAMEL LOCKSET MAGNETIC CARD W/ KEY OVERRIDE FRP.---FIBERGLASS REINFORCED PANEL SIM.----SIMILAR WD. ----WOOD ALWAYS FREE FOR EXIT GL.---- GLASS SANG,__. __SINGLE U-----CLEAR URITH/NE WOOD FINISH SMG�.1 :.L PEMKO S88 GYPSUM WALL BOARD DOOR STOP WAIL BUMPER �E !LTL WALLS IN RESTA(1U11S WITH PUBLIC ACCESS AND OTHER SPECIFIED SPACES TO HAVE 4'-0' HIGH (6'--0' IN BATH b) 5 CERAMIC TILE MAMwSOOT ON ALL WALLS AND BONDED TO CEMENT BACKER-BOARD. -_ C Q w 0 W cc co � Z Q WINDOW TYPES =� �» �-" X0. � w � - --' U. w -- � ccoo O WINDOW SCHEDULE Z z o z < oz TYPE SIZE FRAIL GLAZING DETAILS REMARKS- . j Im j SPA�dNDREL GLA65 (TYP.) - -- W 0 o HEM AND JAMB CO',OR FRAME, LOW E GLAZING, 1 5 X 4 VINYL SLIDER DOUBLE GLAZED NAE FINS REOUIRED MIN, U VALUE .5, SLIDER �'"' M cc 2 5°X 4° VINYL SPANDREL GLASS WAIL FINS REOURED MIN.COLOR VVkUEUE 5. FIXED p � a a SPANDREL REFLECTIVE --" _`-"- GLAS6 GLASS COLOR FRAME. IOW E GLAZING, CL 5,.p. � �.b• 3 6°X 13w ALUMINUM SPAHQREI. CIALSS STARE FRONT MIN. U VALUE .5, FIXEDy o DOUBLE GLAZED HEM AND JAMB COLOR FRAME, LOW E GIAIIN66, - 9 4 5 X 4 VINYL SLIDER REFLECTIVE GLASS NAIL FINS REOUIRED MIN. U VALUE .5, FIXED - +--- o o HEM AND JAMB COLOR FRAME. LOW E GLAZING, T 5 4 X 4 VINYL. _ DOUBLE GLAZED NAIL FINS REQLARED MIN. U VALUE .5, SLIDER I • 04 HEM AND JAMB COLOR FRAME, LOW E GLAZING, EX18TlNG b 0 ;' 9 e ° WAIL FINS REQUIRED MIN. U VALUE .5, SLIDER SIZE AND -� � � 6 S X 4 VINYL SODER DOUBLE GLAZED - STYLE o e WAD MND JAMB COLOR FRAME, LOW E GLAZING, 7 5 X 2 VINYL SLIDER DOUBLE GLAZED NAIL FLYS REOUIRED MIN. U VALUE .5, SLIDER 8 2'X 4' HOLLOW METAL WIRE GLASS - - - 3/4 HOUP RATING DRAWN » » p b 4 �' '' 9 t 11 4' HOuOW WIRE GLASS 3/4 14OUR RATING TJ M, BJH C14 �,, n it r - METAL --- CHECKED FIN FLR FIN FLR FIN FLR _ FIN FLR -_ „FIN FLR FIN FLR FIN t-LR _ ,f IN FLR ROC 1 2 4 5 O /� O O 0 REPLACE EXISTING MAN IN E x STING OPEN WITH SIMILAR TYPE OF IRITIS INr�1L CUSS O (7> DATE - o O O v OCTOBER 3, 2006 SCALE _ — - AS _NOTED _ -----VINYL- VINYL u - VINYL_ - -- - VINYi,--- -- --- VINYL VINYL------ - VINYL HOLLOW M IAL HOLD Ep - WINDOW SCHEDULE NOTES JOB NO. p VINYL - __-- - LE EXISTING LI IN FIXED FIXED FIXJED __- IX _� LI LNG _ SLIDING _. _ FIXED D __-_ O6- 1 40 r _Y_ -- -Y- - -Y- - -Y- -_ _Y_ _Y_ _Y_ - -Y - -- -Y- _Y_ 1. ALL WINDOWS SMALL MEET STATE ENERGY MND THERMAL INSUL IN U _ _ INSUL _ - INSUL INSUL - IN UL IN UL - - INSUL 1 4 WI 1 4 WI t LAS STAT REQUIREMENT;, AS WELL AS ALL OTHER LOCH., SHEET -N- - 4 HR- ]�4 HR- STATE AND NATIO�WL I,OOES VERTICAL GLAZING SL1ALL t° X U J -EXTRUDED - -STEEL— -----;fiF L BE CUSS 40 MAXIMUM.DOW 2. ALL OPERABLE MIINOOWS SWILL COME COMPLETE WITH SCREENS• A 3 � ■ File Name: 08p-o3l.dwq OF of 39 s1ET>• Edit Date: 03-15-06 (10:14:39) 0. dll�4t' 1'1 } ( r,y. i rn +le/ ' •r - --w-n._... ,, ,..-r -. .. .,:_.:.. t '7'i,•y`"Yr.,«. ,. � 36 �1.::_'{fit,.".^..�, rETiRIOtt'".:�'.1fY'A+'U,:•.... ..^'.+J s t T,:..r':'. •—•=""'__.. '-'••• — ....__ .. , � _ .�-� >•1rIIlI IIr�r1T 11rIr1� rl�r� �('� rlrlllr r�r�rlr r�r�r�r r�r�rllrTj - ;��T�r 111II�rll�Ill�l I� III�r1r�lll�l i�rII�I�I�tlr�l r�r1r�11T1r�1r1 T�ri�rlr�Ili� ' 2 3 I 4 I g 7 II 18 II 9 10 II �.4„��II � . ., a.a-,.one 'T,• ; Z �' v tZ Z 81 9t Lt tt 6 8 L 9 �9 ! I l Illllll 11 11111 111�1III�1111411IHII11111111�1111llll�llll ll.111IM 1111Illll� � O '� .. � r.W .... r ... .. . .-.. :..�.�_ .n..•�P .. 4S 7M e'•i':R�•FM.+kt"MM.LM,w..!"+Y_• ,; .__. - ._ f t 1 p J' t.. ° I�ivIS10NS SY HARDIPLANK SIDING �-- WINDOW -SEE SCHED. -- SEALANT -- 1" STUCCO TRIM STONE VENEER FLASHING- PRE-FORMED, ^— : � L SEALANT SEE DETAIL� ` �3 1 2"� PRE-ENAMELED N FLASHING 24 GA. G.I. FLASHING i . •r t� 'f GRANITE SILL -TYP. HEADER-SEE STRUCTURAL 1" STUCCO TRIM -- FLASHING DETAIL N METAL STUCCO GRO1ND iti 24 GA. G.I. FLASHINGk-3/4- PINE TRIM Ix OVER 2X2 ATTACHED TO EXTERIOR SHEATHING 00 SEALANT I 1/2" INSUL GLASS - — PTAC UNIT TO SILL R.O. HEAD AT THIRD FLOOR HEAD AT FIST FLOOR TO FLOOR ATTACHED ARCHITECTURAI J GRILLE -SEE DETAiLS RAFTER DETAIL � _ ' � 2'A3.3 OPINION JAMB �- " » _ 1 x2 OVER 2X2 ATTACHED 1 1/2" -- 1 '- 0 3' TU EXTERIOR SHEATHING o FLASHING -CONTINUOUS O HEADER-SEE STRUCTURAL 1 x4 TRIM - HARDI PLANK SIDING 40 o i l i SEALANT W 24 GA. G.I. FLASHING 3/4" PINE TRIIA . t Z i4 o SEALANT . o 0� WINDOW SASH 3/4" WOOD TRIM ,— M __1x4 WOOD TRIM - oc < WINDOW SASH � • SEALANT t �. __ SILL DETAIL AT PTAC CIDI AND ARCHITECTURAL GRILLE rB 24 GA. G.I. FLASHING _ (2) 2x6 PLATE 31* — 1 '— 0" 3.2 HEAD DETAIL rH 1x4 TRIM — R-19 INSULATION » » 3• SEALANT 4 MIL POLYETHYLENE 1 1/2 = 1 - 0 TO FLOOR 24 GA. G.I. FLASHING VAPOR BARRIER i PAINT EXTERIOR 9/8 s TYPE 'X' G`!P BOARD / SHEATHING AREA . a SEALANT \ SURROUNDING PTAC v HEAD/SILL AND THAT VISUALLY - FLASHING I 1" J" EXPOSED BEHIND 4 NOTE: A SEE DETAIL , ' GRILLE; XTERIOR GRADEFLATEBLACK SEE a OVER 2X2 FOR GRILLE DETAIL TO EXfER OR SH A HING ( I iJ coo;� METAL B KET WELDED TO\ BENT AND WINDOW DETAIL A MAD LUSHILLETO.SHEATHNG \ 1 1/2" - 1 '-- o" File Name: 28d-wj.dwg 3• 8"x2" LAC BOLT W/ WASHER � Date Plotted: 04-27-04 (11:30:26) THRU SHEATHING INTO 2x BLOCKING J-­ EAVE DETAIL J APA RATED SHEAARCHI TURAL GRILLE THING :j - _CHMENT DETAIL D 1 1/2 = 1 '- 0" 3' 5/8" GYP SHEATHING ,�HEADER - SEE SCHEDULE 3" = 1 0- 0" 3' 1/2- SIDING 1 • OLT W/ WASHER ' 1x4 TRIM 5/8 TYPE X GYP BD. 000 THRU JSN' THING INTO 2x BLOCKING CAULKING /- AL BRACKET WELDED TO 28 GA. G.I. f 2" HOLLOW METAL FRAME BACK MADE OF FLUSH GRILLE, BENT EATH NG FLASHING CAUKLKING -- _ - - 1 x2 OVER 2X2 ATTACHED TO EXTERIOR SHEATHING ALUMINUM FLASHING - --- `-- EXTERIOR FINISH -SEE t D �+ ELEVATIONS FOR MATERIAL CONC. STEMWALLFLOOR LINE— ° - HEAD - JAMB SIMILAR ARCHITECTURAL GRILLEW M ATTACHMENT DETAILK'_c cc co) z DOOR DETAILrF 3" = 1 '- o" 3• �- W n K 1 1/2 = 1 '- p" A3.2 '� ' LL. W BELT DETAILw a M zco 0 92 EQUAL EQLk /r 2 10' 1• POWDELIGHT GAUGE TED O O • STEEL C� D TYP. OF (4) DRAWN TJ M ARCHITECTURAL GRILLE — CtROCED GRILLE ELEVATION rE DATE Z OCTOBER 3, 2006 1/2" = 1 '— 0" FAt M0'.' 09''"61 (iaeuo.) 3. SCALE a AS NOTED M ,109 NO. 06- 140 g ° SHEET C4 v A302 • File Name: 38p—o 1 1,dwg Ow of 1 SHEETS Edit Date: 09-20-05 (14:02:46) a . lip. 011 --. , ' ljrlr1 1r � r ... lrrllllll IIrll(r�rr�r,I�II�I(r�rl�T rlr � I � T � �� � 12 2 3 4 g g 9 10 11 ""Comm_ N0.36 ane"r.�r°ii01wr�. 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O RlIVINONS EY ROOM FINISH SCHEDULE Ed Dt. 05 ; 05 (,:a7:2e) FLR SSE WALLS � CEILING — — RC►OM NORT14 SOUTIt EAST O WEST —— -- NAME NO. imAr MAT'L, MA FN MA FMN MA m FMI T FN _ --- - 13AG WEI T STAIR 01 VT VARIES RB 12 GWB P GWB P GWB P GWB P GWB P VARIES CORRIDOR 02, 03 C 0.0 co GW8 P GINS P GWB P GWB P GW8 P VESTIBULE 04 SC 0.0 FC MSV FC MSV FC MSV FC MSV GWB P UNISEX TOILET 05 CTN 0.0 CT GWb VWC GWB VWC Gw8 VWC GWB VWC GW9 P uj POOL 06 CTN 0.0 CT GINS P Gw8 P GW8 P GW8 P GWB P J SOLARIUM 07 CTN 0.0 CT FC MSV AAL GL GWB NPS AAL GL AAL GL STORAGE 03 SV 0.0 R84 GWB P GW8 P GWB P GWB P GWB P0 to FIR T FLOW _ �-- m co • STAIR 113 0 VT VARIES RB 12 GWB P GWB P GWB P GWB P GWB P VARIES M CORRIDOR r 114 C .0 CB GWB P GW8 P GW8 P GW8 P GWB P "f O Yd � I VESTIBULE 115 CTN 0 CT GWB P GWB P GWB P GWB P GWB P � Q • ABY 116 C .0 CO GW8 P GWB P GWB P GW8 P GWB P FRONT DESK 117 C .0 C8 GWB P GWB P GWB P GWB P GWB P O v" BUSINESS CENTER 118 C .0 co GWB VWC GWB I VWC •xr. GWB VwC GWB P Q GREAT ROOM 119 C .0 CB GWB VWC GWB VWC GING VWC Gwe VwC GWB P • WORK 120 C .0 C8 GWB P GW8 P GWB P GWB P GWB P OFFICE 121, 122 C 0 C6 GWB P GWB P GWB P GWB P GWB P • CART 123 C .0 CH GWB P GW8 P GWB P GW@ -P GWB P PANTRY 124 CTN .0 CT GWB FRP GWB FRP GWB FRP GWB FRP GWB P W. 125 CSN .0 SCH. GWB VWC GWB VWC GWB VWC GWB VWC GWB P ` � `� M. 126 CTN .0 IF SCH. GWB VWC GWB VWC GWB VWC GWB VWC GWB P ABB, NOTE0 x FIITVESS 127 ACF 0 R84 GWB P GWB P GWB P GWB P MIR GWB P BREAK 128 SVT .0 RB4 GW8 P GWB P GWB P GWB P GWB P ti T. 129 CTN 0 SCH. GWB �!VVC GWB VYVC GWB VWC GWB VWC GWB P \ m AM, NOTE SEC ND FLO OR STAIR 222, 223 VT VARIES RB 12 GW8 P GWB P Gw8 P GWB P GWB P VARIES a CORRIDOR 224 C .0 CtT GWB P Gw8 P GW8 P GWB P GWB P GUST ROOM ALL C .0 CB GWR P GWB P GWB P GWB P GW6 P GUESTBATH ALL CTN .0 CT GWU P GWB P GWB P GWB P GWB P THIF D F OO STAR 222, 223 VT VARIES RB 12 GWB P GWB P GWB P GWB P GWB P VARIES CORRIDOR 224 C .0 CB GWB P GWB P GWB P GWB P GWB r GUST ROOM ALL C .0 CB GWB P GWB P GWB P GWB P GWB P GUEST BATH ALL CTN .0 CT GWB P GWB P GWB P GWB P GWB P • 0 GENERAL ROOM FINISH SCHEDULE ABBREVIATIONS co ._ 0) OM ACF -_.--ATHLU C CUSHION FLOOR H.C.----HANDICAPPED S.L.---- SIDE LIGHT �b ACT - ---ACOUTIC LAY-IN TILE (2x4) HPS----HARDIE PLANK SIDING SLD'R. ---SLIDER A.F.F._--_ABOVE FINISH FLOOR MR.---- HOUR S.M.-_-- SURFACE MOUNTED ♦^ O AL, ALUM.__ALUMINUM H-- _.__-HOLLOW CORE SPR. HNC.__ SPRING HINGE V/ DAL -ANODIZED ALUMINUM FINISH MIS.----INSULATED DOOR CORE SO• IN. _-_SQUARE INCHES /� (z o AUT.---._AUTOMATIC LT._---_LIGHT STL. _-_._STEEL LL V Be ----BALL BEARING ME_----MATCH EXISTING STD._-- _STORAGE X IUJ BRZ._--_BRONZE MIN.----MINUTE SC _---_SEALED CONC. /� LLW C _-- --CARPET MIR.- --MIRROP SV_----SHEET VINYL 1 M CB_---_4" CARPET BASE MSV._ _.--MANUFACTURED STONE VENEER SW_---_STAINED WOOD ♦:�) 4i CR ---_CLEAN AND RESTORE EXISTING P-.---- PANT TCF _--_TEXTURED CEILING FINISH c♦ co x CT _---_ CERAMIC TILE PANIC_-- PANIC HARDWARE 7W_--_ TEXTURED WALL FINISH Z O CTN----CERAMIC TILE, NON-SLIP P.F.--- PRE-FlNISHED T.I.GL - _-TEMPERED INSULATING GLASS M CW_---_CARPET WAINSCOT PR.----PAIR VT_--- VINYL TILE, REINFORCED DBL._---DOUBLE OT ---•-OUARR'Y TILE VwC ----VINYL WALL COVERING OR. -- _-DOOR REO'D.---REOUIRED WBMS ---WATER BORN MULTI-SPECK EX ----EXISTING REO'MTS.._-REQUIREMENTS PANT J J EXT, _--_EXTERIOR R84_---4' RUBBER COVE BASE J FC_---- FORMED CONCRETE RB6_--- 6" RUBBER COVE BASE WOE _--_WHITE BAKED ENAMEL �.. `W` W FF_----FACTORY FINISH Re 12 _- 12" RUBBER SKIRT BASE WD' ----WOOD FP_- _FAUX PAINT S-----SOLID CORE U_---_CLEAR URITHIWE W000 FINISH O O FRP-- _-FIBERGLASS REINFORCED PANEL SCO---_ SELF COVED BASE GL.----GLASS SIM.-- _-SIMILAR in X GWP--_GYPSUM WALL BOARD SING._--_SINGLE ' J NOTE: WALLS IN RESTROOMS WITH PUBLIC ACCESS AND OTHER SPECIFIED SPACES TO HAVE V CERAMIC TILE WAINSCOT ON ALL WALLS AND BONDED TO CEMENT BACKER-BOARD. GENERAL ROOM FINISH NOTES DRAWN GWP TJ M (� ALTERNATE FINISH: PRIME CTAT ONLY FOR OWNER INSTALLED VWC CHECKED Q WOOD WAINSCOT ROC- DATE Q ALTERNATE FINISH: PRMIE COAT ONLY FOR OWNER INSTALLED VWC OR FALIX PAW OCTOBER 3, 2006 2; Q ALTERNATE: SLAW SCALE a AS NOTED ,SOB NO. 06- 140 g SHEET 1 A383 ai 0 OFFile Name: 38p-a t t.dwg OF �1 SHMENTS Edit Date: 09-20-06 (14:02:46) a- MIN 1111111 t, KA' °yfl y,r�. 7.. '...a,.. ,� :rraeaj=gr,+�.. »r••.a'�..... r� :. 16F:°,4?I{`.'ut'.SL•'°t'3y.-a, _ r ... I.r N..., ., i . - fllillrTrllrrrt iJ )r �r .► ! r ! Ilr � riillrr � 1TI1rTllillllllllllll ! 1ltll�rll ! 1111 ) II ! 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Flom IID[ � —s 1'-!I• 1'-11' Y _REGISTRATION DESK FRONT ELEVATION ,Q� LOBBY/GREAT ROOM ELEVATION ,2 A4.1 EXTERIOR DOOR DETAIL eA 0. W I/10. 1 /4" • • I'- 0• File Name: 28d-EJHM.dwg Date Plotted: 04-27-04 p 27 M) 0 = U � � R B Y jI R [FAIT BY OTHERS B � = vv cr NOTE, 7X4 JO' v 8' 2.4 MRRYI Q FROM SPACE P DEF. [n•CYO . bcI6TW4 WALL AND [I %& 4 D�FI �UFEN- COVE DETAIL B ce >r ^ o i vz• r- la• Aaa �C CT 2•_p• 2'-10 1/2' '_3 z'-10 1/2• 4 O � o U REGISTRATION DESK FRONT ELEVATION MMLOBBY/GREAT ROOM ELEVATION A4 , DRINKING FOUNTAIN ELEVATION M3 TAA.rBo WALL BEYOND ART WORK M.2 -,! .(� - - •0 ® ® ® ^ W Q` NOTE: SHADED � 0 AREAS ARE STNNED LLJ cr- CO REGISTRATION DESK FRONT ELEVATION2 M 1 LOBBY/GREAT ROOM ELEVATION M 1 LOBBY/GREAT ROOM ELEVATION M 1 LOBBY/GREAT ROOM ELEVATION X H --- — 1 4" = 1 '— 0" i/4" = 1 '— 0" 1 /4" i '— 0" 115> , w 5U. 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SCONCE SEE V-1 1/48 ELEVATION 5'-0 1120 N 1'-1 1/4, I CROWN CROWN I APPLIED `4 MOULDING 10' I 3/4' r'LYWOOD TYP I I N APPLIED MOULDING LINE OF TOP BELOW o 3/4' PLYWIOOID _ _ _ M TYP � w � � ' � 1'-7 3/8' 2'-7 7 8' / _ 1 -2 1 -11 8 1 -9 1/4 CL OTHER sloE DUPLEX OUTLET MIP.RORED LOCATION TIP1f,AL � = _ cc SECTION 3 CC < Sal 1 1/2" = 1 0" A4.2 „ 3'-1 3/80 GYPSUM WALL BOARD6aaam GYPSUM2'_S" 2• _ - ------- - ---- ---------� r- -- --- ---.--- -----� r _ _ -.--.--------------- cc 3' IMAM I I t I , c BOARD � I I I ! V GfLit�MTE SURFACE I 3/4' PL I , \� �� x-3/4' WOOD GRANITE SURFACE I t , I , TV. I I ! + 3/4' W000 ASHI WITHI I I ! I I APPLIED MOULDING m BACKSPLASH WITH I I I t t " _ �o APPLIED MOULDING i i i Z v _- i AD � I I I i �I S Ij TOUCH jTOUCH I SH LF LATCH TYP 'LATCH TYP ! 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FRAMED MIRROR I I I I \ ART I I WCRK N ' TAIR i I , I "'S QAC N. ,KING B� m I __ C 322 5 I _ + = _j I ___---- II (;) I I . ..� I 1 - ELEVATION 2 - ELEVATION 3 - ELEVATION 4 - ELEVATION 1 -o OU 2 41 11 - s> II ll_ DOOR TO/\ ELECTRICAL L_ G�E.N_Q: CORRIDOR- t it I A. DUPLEX RECEPTACLE AT 18 A.F.F. 0 43 II Al. 7" FLUORESCENT RECESSED CAN M��a"A`� �p • II 41-1 3/8" 3'-1b 1 2" ___ _ _ _-- - A2. OWNER PROVIDED SCONCE AT t 7Z" A.F.F. ._ IA N _ FRAMED J - IA3. OWNER PROVIDED PENDANT FIXTURE. MIRROR o ' B. DUPLEX RECEPTACLE Al" 18" A.F.F. "i ' 'f p RECEPTACLE AT 40" A.F.F. iv \ MICROWAVE V ~' M C. DUPLEX `ab v D. GFi RECEPTACLE AT 18" A.F.F. OFFE NK \ ___� `�� � �pp 00 © I ; EI ILLUMINATED SWITCH / GFI RECEPTACLE AT 44" A.F.F. `+' MAKER COFFEE MAKER -; C ZV 46 I 3 O 3 N F. TELEPHONE JACK AT 18" A.F.F. N EO T.V. O j - fl 4 AS.J 2 4 I ONE RJ 1 1 JACK W/A MIN. OF CATS WIRE - _ _ U = Q - __ __ J ( G. DOUBLE JACK AT 40" A.F.F. c� / LWIDGWOUN1ER - 0 C� - �. I J, ONE RJ11 JACK W/A MIN. OF CATS WIRE REFRIGERATOR I - ,,, _ __ I ONE RJ45 JACK W/A DEDICATED CAT5 WIRE 4'-0' HIGH PLASTIC - - L,r a (ALL PAIRS TO BE TERM. AT THIS JACK) "' I SAME FACE PLATE 1-1/8" x 18-1/88 e AS.3 s I H. 3 WAY SWITCH AT 48" A.F.F. (TYP.) 36" AT BED WALL (TYING& ALL OUTSIDE REFRIGERATOR • (ILLUMINATED SWITCH ENTRY DOOR) CORNERS IN GUEST CABLEN5 ELEVATION- 6 - ELEVATION_ � TV TO BE INTEGRATED SMART, MUST BE I.H.G. APPROVED J. WALL LAMP AT 4'-6" A.F.F. (TO BOTTOM OF SHADE) • PHONE JACK AT 44 A.F.F. K. TELE ONE RJ11 JACK W/A MIN. OF CAT5 WIRE DOOR TO L. DUPLEX GFI RECEPTACLE AT t 58M A.F.F. �,� BATH i MI DUPLEX GFI RECEPTACLE AT t 40 A.F.F. BLOCKING- TYP. 00 db N. DUPLEX RECEPTACLE AT 18" A.F.F. (1/2 HOT AT BEDROOMS - 0� IN GUESTROOMS 203 AND 339) /�. R. 208V RECEPTACLE LOCATED IN SUB-BASE BELOW PTHC UNIT _ - J S. GFI RECEPTACLE AT 44" A.F.F. // / ART T. ILLUMINATED SWITCH AT 44" A.F.F. // U. STANDARD SWITCH AT 44" A.F.F. / WORK / o 9'-6 3/4" 12'-9 7/8" 11'-10 1/2" V. STANDARD SWITCH AT 48" A.F.F. I Y �, 3 -4 11111 E r---•-- ------ \ Sf \ \ QUEEN BED QUEEN SUITEK�A� �� N. M COUCH \ „ • •• A5.3 1/2" PLYWOOD BACKING �4 - 1 - O BETWEEN R.C. CHANNELS 9 SUITE 105 SHOWN AA 7 — ELEVATION 8 — ELEVATION DOOR TO--� DOOR TO DOOR TO L o BLOCKING- TYP. [� SUITE CLOSET BATH o SUITE Loa r- C� o L_ _j in BB ( - 11 � / / / \ v✓ �!16 ART I T.V. O WORK I '/ \ / W W 0 UJ cr • `-- — -- - --� "� \ ° UEEN BED PTAC v/ O 1 Z zo Z ' � oz • •3 ® _ 12 — ELEVATION a —� � aQo � ;cc) �. 10 — ELEVATION 11 ELEVATION 9 CI .ENATION ,� 0 Lu 0 Q ;� Q :r a a ^�\ / / �BLOCKINC- TYP. M 40 > / - //IN\ / NAK �\ //�/ \ --- ART / WORK DRAWN -- \ T,1 M � CHECKED PTAC _ !-ttUEEN BED $ ROC I I G+ TE OCTOBER 3, 2006 SCALE a _ AS NOTED 13 ELEV ON 14 - ELEVATION 15 - ELEVATION 16 — ELEVATIONS 06-- 140 0 O •' SHEET N REMODELED SUITE rB" 1 /4 = 1 0" A5.3) A5m3 0 SUITE 105 SHOWN File Nome; 38p-al 1.dwg cw G f �� >lFIttTB C ` Edit Dote; 09-20-06 (14:02:46) a I .. ,. ., - .-.;:,...,. a .rr. hP :Ir .a.. •' N,.,. .... z_,.y •+'1. '.• .. '. '. y... I -.14•IrT'^t;,. C+• b. .. „ns .ht. 1.P...s .. .'Y.!y.,7�,1 ..,.0 k 1k ,•4 . . 1'�i•.,Y` ...., r� F ,. .. _ - .._.•w.. .n.1- � "F wjj a4 tlrW y� _• . . ...; , . '•' - •• - - - -- � 4f= ' . _ • - . _-iJt 1I1t I:r 111 11 7P IT�. . 1 _CJTP_1T1 l �fill 2 4 rJri•1�r�-r-� ,. 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(TYP.) 36" AT BED WALL (ILLUMINATED SWITCH AT ENTRY DOOR) 29 I. CABLE TV AT 18" A.F.F. TV TO BE INTEGRATED SMART, MUST BE I.H.G. APPROVED r J. WALL LAMP AT ►; "K. TELEPHONE JACK AT44F( A.F.F.A.FFBOTTOM OF SHADE) WIMP ONE IRJ11 JACK W/A MIN. OF CAfC', WIRE �,/ �� L. DUPLEX CFI RECEPTACLE AT t 58" A.F.F. i M. DUPLEX CFI RECEPTACLE AT ± 40" A.F.F. N. DUPLEX RECEPTACLE. AT 18" A.F.F. (1/2 HOT AT BEDROOMS IN GUESTROOMS 203 AND 339) O c R. 208V RECEPTACLE LOCATED IN SUB-BASE BELOW PTHC UNIT STOR. S. GFI RECEPTACLE AT 44" A.F.F. a: T. ILLUMINATED SWITCH AT 44" A.F.F. 32 U. STANDARD SWITCH AT 44" A.F.F. V. STANDARD SWITCH AT 48" A.F.F. a:• 40 E Q` VENDING ROOM_ A " A5.4 V4' DIA. WOLE6 1/4 — 1 — 0 rae 3A61 LAGDMTS n A• TILTABLE MIRROR 1/4 V4 _, — PAPER 7C JEL 54" L VANITY WITH co { ? 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Ill) llll�lll llll�llll Illllll 111111 �l �,,x,_ •�� • ;;; F, ' * • � _ � _..... .... ..,.,..,.. .,.+r•w._. . ..,:�.+e_,a..e•aMR.e-...».,..- :xui�Y.,usu,n�'..IMW�: `r 4'I;t 'Rta )2�M r•M (N „y Y '{. lr' Y-,v Yx:, r;t i t1= j J RtV111111lONa1 •Y PLAN REVISIONS I 04-15-01 CsDE GG A5.5 4 HH DOOR TO DOOR TO DOOR TO �., r-SUITE SUITE BATH BLOCKING- TYP. �v�ACC M. r— -� 0 3 9 L___ 5a ART r\ / WORK // ran T,V. b � I I J � \ I I I • `� \ KING BED S. hb 2PTHC - �Q" a �'•` .R+ �f � '-9 7/8 u 0 a 'n IL .60 1 ELEVATION 2 - ELEVATION 3 • ELEVATION 4 - ELEVATION 5 - ELEVATION V ° �y• 1' 1/ 6'-9 1/4• 4'-i` 2 0 3/8 4'-4" , _��,/� I.i�. < � 1L KING ACCESSIBLE A 140TE: " 1/4 1 '— p" JA5.5 NOTE: MOUNTING BAR FOR . � MOUNTING BAR FOR ADJUSTABLE--HEIGHT SUITE 105 SHOWN ADJUSTABLE-HEIGHT Q SHO OBSTRUCT MUST USE a+ SHOWER HEAD MUST �^' NOT OBSTRUCT USE F•)LOING Si-TOWER OF GRAB BARS. -CONTROL AREA OF GRAB BARS. GRAB BAR 5E;7 GRAB BAR �c f� VANITY WITH ® AL -`O CONTROL RACK WITH 41" INTEGRAL SINK-) ? '�• DOUBLE WALL MOUNT RECESSED \ TOWEL BARS TOILET PAPER HAIR DRYER OWEL T RSO '� W TISSUE BO \ GRANITE " 42 ' ' DISPENSER - SURROUND ,_g 18» GRAB 1 1/2" TYPICAL - \\ 42 18 p o » _ -TYPICAL- N = BARS _ _ "GRAB— MIN. _ _ BARGRAS i' 2x BACKING AS 9 I �� I N REO'D. -TYP. c� L ; v' v 2xREQ DBACKING YP 17" - 19" TO A TOP OF SEAT 8 - ELEVATION 7 - ELEVATION 8 • ELEVATION 9 - ELEVATION 10 - ELEVATION 11 - ELEVATION GG _S1 \�i1 0 ELECTRICAL LEGEND A. DUPLEX RECEPTACLE AT 18` A.F.F. M 0 � Z M.5 Al. 7` FLUORESCENT RECESSED CAN CL W M 0 A2. OWNER PROVIDED SCONCE AT t 72" A.F.F. 1 A3. OWNER PROVIDED PENDANT FIXTURE. � ~ W W SIM, NN B. DUPLEX RFCEPTACLE AT 18" A.F.F. W D w C. DUPLEX RECEPTACLE AT 40" A.F.F. �. D. GFI RECEPTACLE AT 18" A.F.F. " W O 51� - :� E. ILLUMINATED SWITCH / CFI RECEPTACLE AT 44 A.F.F. Z F• TELEPHONE ,JACK AT 18 A.F.F. \� p F � ;�/� ` a_,,� ONE RJ11 JACK W/A MIN. OF CATS WIRE � J - / G. DOUBLE JACK AT 40" A.F.F, ONE RJ 11 JACK W/A MIN. OF CATS WIRE Sim, � Say \ 1 ONE RJ45 JACK W/A DEDICATED CAT5 WIRE Q ` I a \ �/ (ALL PAIRS TO BE TERM. AT THIS JACK) � SAME FACE PLATE D \fig A5•5 7 SIM, /J �i --y� H. 3 WAY SWITCH AT 48" 4.F.F. (TYP.) 36" AT BED WALL I a (ILLUMINATED SWITCH AT ENTRY DOOR) I. CABLE TV AT 18 A.F.F. • TV TO BE INTEGRATED SMART, MUST BE I.H.G, APPROVED T ;" / J. WALL LAMP AT 4'-6" A.F.F. (TO BOTTOM OF SHADE)F. K TELEPHONE K ONE J II I JACKW/A MINAT 44N ' OF CAT5 WIRE -- L. DUPLEX GFI RECEPTACLE AT t 580 A.F.F. M. DUPLEX GFI RECEPTACLE AT t 400 A.F.F. NOTE: N. DUPLEX RECEPTACLE AT 18" A.F.F. (1/2 HOT AT BEDROOMS I DFIAWFI 1 - 1/ 5'-10 3/4" 5'--7 1/8" 2';0 3/8- 3'-10 3/4" iN GUESTROOMS 203 ANO 339) Tim _ VERIFY ALL DIMENSIONS. PROPER R. 208V RECEPTACLE LOCATED iN SUB-BASE BELOW PTHC UNIT CHECKED DIMENSIONS INVOLVING ACCESSIBIILITY S. Gn RECEPTACLE AT 44N A.F.F. KING I rB FEATURES OR CODE REQUIRED T. ILLUMINATED SWITCH AT 44" A.F.F. ROC— CLEARANCES MUST BE THE RESULT OF U. STANDARD SWITCH AT 44' A.F.F. OCTOBER DATE 2006 THE CONSTRUCTION' V. STANDARD SWITCH AT 48" A.F.F. __ 1/4- = 1 — 0" A5.5 SCALE SUITE 105 SHOWN -- AS NOTE[)_ JOB NO. 06- 1_40_ g SHEET e A5s5 0 File Name: 38p-aI I.dwg Qf of 31 sl•IEtT� c Edit Date: 09-20-06 (14:02:46) a ` M•w.. �, •.�•><^'.i"-IMali' .Rr '..• yL„":hY�', s. F`I a\ � ^i!' � R{k.,Y 4' N'.:;•:T l} .. , 4' tt A.+fY•' -'; � ,' .. s_ �; ,. ". .. ... ,,,. ,. _ ,. .. .. .... .... ... .. �,q. . `fd'FA1Fi3±�r•5 .i�;-. .:� p ..�C ./ � • _ .yy.+.„:•Siwii'MYAI .Y_.-r. w.. • A ...: .... ,.1.2+, zy.. I _... 1 +1' r• ::ry_� MSlf• i �1�iliL�I.rl.irl ilJ�i I. j ��..i �7lil1ll Ilili� 11i �T i�illll lli�I ilili'i i�lll+l IIIIiIi lilli�i I�III�i Illlili illilll I�iIII( Ili(f�l I�I III e t ' ` U T� �1 p I 1 i i I I 3 4 5 '7 8 9 1. 0 _ 11 _ 12 1 No.38 i illi 11[111111 Illllllll illllllll.l illi 1ll1�1111.11111�1;11111JJ1 It z tz C <p, GL lll full 11 I 111�11[1I11111111111111I1 illi. Il11IuUU111�U1 11.111 11[IWI IIIIIL'II Illllllll • moi,•:.' •r y e s,^o„ _...a.....-.-_.. w..-"..«•-a.............«u.,r.:..r....•...., •...er'.s....rs,••a.r.a.•-•...+,ew :..,...,...:.. ...._._..re.*•.».+,.:w..•�,:.�r^+....,... -. _. ....,-. ...twe!_r ^ '•;, ' ti"'� -' ' _.r -_ .-.. ..-:...r:. .. .. , _..... ,-w-aa ,.w iRN-2 .. ..yT,gR•aR••.T'fRw^+•RRr�.i•:••>"rf-.... __.... .- .... .- ._.i.S�-.L. _. a. _ .. _ .. ...-- ..-.r, .. .. .`lliiW .... _...-,r ..-. ,,,_...._- ...,i6:.w,,.... .....,er_'OnN� SCS X4ilN - ,. tr , i 1 i •i 1 .1 f.. I !F' J �H • f REV11*0144, By QPLAN REVISIONS I ®4-15-01 GEDE J r 1�Q co • �• O 43D Cq O M ce r 4o W sly O � OPEN FOR DOUBLE DOOR DOWN TO NEW GG SLAB LEVEL. INSTALL NEW DOORS. FINISH TO MATCH SURROUNDING SURFACES. MAINTAIN 2 HOUR SEPARATION. REMOVE EXISTING WALLS, �• STEPS, AND LANDING. / REPLACE W/ NEW LEVEL " / CONC. SLAB FLOOR AT GRADE W/ EXISTING CORRIDOR 125 c \ I ' 0"e OHH 1 OMH \ , E FCTRICA! LEGEND: " w +'• ( I \ A. DUPLEX RECEPTACLE AT 18 A.F.F. Al. 7" FLUORESCENT RECESSED CAN }' 72" A.F.F. Z A2. OWNER PROVIDED SCONCE AT t A3. OWNER PROVIDED PENDANT FIXTURE. O 0 ,' 8. DUPLEX RECEPTACLE AT 18" A.F.F. LL W C. DUPLEX RECEPTACLE AT 40" A.F.F. W •r' --- \\ \ ti,> \wtc � �� " �' ,' D. GFI RECEPTACLE AT 18" A.F.F. c ) 15 O E. ILLUMINATED SWITCH / GFI RECEPTACLE AT 44 A.F.F. W 4• \ 1< ,' , h. TELEPHONE JACK AT 18" A.F.F. Z ^ Z d \ \` ' 'AIR ' ONE RJ11 JACK W/A MIN. OF CAT5 WIREAII� \ \\ � „ - 8 Z G. DOUBLE JACK AT 40" A.F.F. d \ �' /� ONE RJ 11 JACK W/A MIN. OF CAT5 WIRE J J � ...1 \\ \ ""T' ONE RJ45 JACK W/A DEDICATED CAT5 WIRE >•• u IT Ix CON UCT NEW 2x4 WALL (ALL PAIRS TO BE TERM AT THIS JACK) h AT ST. AY W 1 HOUR w 3 W SAME F SWITCH AT 48" A.F.F, TYP, 3F" AT BED WALL ACE PLATE x a uj O FIRE AN `I 45 RATINGS H. (IWAY S ( ) (ILLUMINATED SWITCH AT ENTRY DOOR) � � A. �" I F TV 0 E INTEGRATED SMART, MUST BE I.H.G. APPROVED ' J. WALL LAMP AT 4'-6" A.F.F. (TO BOTTOM OF SHADE) O K. TELEPHONE LE BONE JACK W�A MINA OF CAT5 WIRE o / v L. DUPLEX GFI RECEPTACLE AT t 58" A.F.F. M. DUPLEX CFI RECEPTACLE AT t 40" A.F.F. N. DUPLEX RECkEPI IACLE AT 18" A.F.F. (1/2 HOT AT BEDROOMS IN GUESTROOMS 203 AND 339) DRAWN BASEMENT STAIR PLAN rB R. 208V RECEPTACLE LOCATED IN SUB-DASE BELOW PTHC UNIT TJ M O 4f• = 1 -- Off S. GFI RECEPTACLE AT 44" A.F.F. / �•� T. ILLUMINATED SWITCH AT 44" A.F.F. 1 CHECKED U. STANDARD SWITCH AT 44" A.F.F. ROC V. STANDARD SWITCH AT 48" A.F.F. DATE _ OCTOBER 3, 2006 SCALE a AS NOTED Joe NO. M _ 06- 140_ g SHEET C4 �o t FIRST FLOOR STAIR PLAN r A5w6 M . M 1/4 = 1 - 0 A5.6 q File Name: 38p-a 1 1.dwg OF C f 3 1 SFI■tTA C Edit Date: 09-20-06 (14:02:46) a �.. ... .. � . Ilk IIf sT}, fill1111 - 1 1 1>1 I IfTIT1 1i IyF1.,.i �..rSr11T _1 II1 9 8 1 I I I III I_I.II''I1I'. I I I I Ijl I III I II1 I1' I I III 1 I I 1 III I I .+ . . - 1 � .fir" .. • • If ;. .tYu'�s}• e. 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RBVIAION� 8v i GENERAL BUILDING NOTES 2003 OSSC � � t3N-17 + FC 5406 Base layer 5/8" gypsum wallboard applied at right Note 1: LAW CODES ORDINANCES, AND REGULATIONS BEING angl6s to 2X10 wood joists 24" o.r: with 1 1/4" type W or S Note 1: under-floor ventilation shall be provided per the Note 1: A special inspector shall be a cualified person who SUBJECT TO CONSTANT INTERPRETATION AND CHANGE, ALONG WITH drywall screws 24" o.c. Face layer 5/8" type X gypsum veneer requirements of O.S.S.C. 1202.3 shall demonstrate competence, to the sa'.isfoction of the building - PROLiFERAT10N OF NEW REGULATION, HAVE MADE IT VIRTUALLY base applied at right angles to joists with 1 7/8 tyZ Dpe W or 5 official, for inspection of the particular type of construction or - IMPOSSIBLE TO BE CERTAIN AT THE OUTSET OF A PROJECT JUST drywall screws 12 o.c. at joints and intermediate joists and 1 1/2 Note 2: Attic ventilation shall be provided per the requirements operation requiring special inspection. O.S.S.C. Sec. 1704.1. WHAT MAY BE REQUIRED OF THE CLIENT BY WAY OF PERMITS AND Type G drywall screws 12 o.c. placed 2 back on either side of of O.S.S.C. Sec. 1202.2. APPROVALS. THE ARCHITECT WILL ENDEAVOR TO DESIGN THE WORK end joints. Joints offset 24" from base !oyer joints. Wood joists Note 2: A special inspector shall be provided during welding of TO BE IN COMPLIANCE, AS OF THE DATE OF THIS AGREEMENT. supporting 1/2" plywood with exterior glue applied at right angles Note 3: Natural ventilation of an occupied space shall be steel including field welding, fabricator welding, and the welding of HOWEVER, THE ARCHITECT SHALL NOT BE LIABLE FOR DAMAGES to joists with 8d nails. Ceiling provides one hour fire resistance through windows, doors, louvers or other openings to the outdoors. reinforcing steel. O.S.S.C. Sec 1704. RESULTING FROM THE ACTION OR INACTION OF GOVERNMENT protection for frplrling including trusses. the oproting mechanism for such openings shall be provided with AGENCIES INCLUDING (BUT NOT LIMITED TOS PERMIT PROCESSING, ready access for the occupants. Note 3: A special inspector shotl be provided during all high- A. The minimum operable area shall be 4% of the floor area stremgth bolt installations and tightenings operations in accordance ENVIRONMENTAL IMPACT REPORTS, DEDICATIONS, GENERAL PLAN AND S THERETO. ZONING MATTERS, PERMITS, AND ANY TIME Note 9: All insulation materials, including facings, such as vapor of the ventilated room area. with AISC specifications. AMENDMENTbarriers or breather papers TO SAME. installed within floor-ceiling assembiies, B. Adjoining spaces ventilated through another space shall FRAMES RES TH THESE PLANS WILL BE SUBMITTED AND APPROVED BY THE PLAN roof-ceiling assemblies, walls, crawl spaces or attics, shall have o hove an unobstructed opening of 87G of it's floor area with o owls REVIEWER HAVING LOCAL JURISDICTION. HOWEVER, THE FIELD flome--spread rating not to exceed 25 and a smoke density not minimum of 25 S.F. between those spaces INSPECTOR HAS THE RIGHT TO OVER-RULE THE PLAN CHECK. ANY to exceed 450 when tested in accordance with ASTM E 84. Note 1: All exterior foundation footings, balcony and roof CHANGES REQUIRED BY THE FIELD INSPECTOR WILL BE DONE ON A Nott 4: Contaminant sources in naturally ventilated spaces shall support piers ore to be a minimum of 24 inches below the W TIME AND MATERIAL BASIS FOR DESIGN/DRAFTING COORDINATION, Note 10: All foam plastic insulation used in building construction be removed in accordance with the International Mechonicol Code finished grode to maintain frost protection. J AND SUBMITTED TO THE CONTRACTOR FOR THEIR REVIEW AND shall conform to the requirements of O.S.S.C. Sec, 2603 for and the International Fire Code. CONSTRUCTION COST ESTIMATE FOR A CHANGE ORDER TO THE materials and installation. foam plastic insulation materials shall A. Rooms containing bathtubs, showery, spas and similar Note 2: A non-potable water pressurized irrigation system may PROJECT IF REQUIR;:Q ALL THIS WILL BE THE RESPONSIBILITY hove a flome spread index of not more than 75 and a smoke bathing fixtures shall be mechanically ventilated in accordance be connected to any potable water supply system without the OF THE OWNER. index of not more than 450 for the intended installation in with the O.S.M.C. written consent of the purveyor of the wo';er wren installed with accordance with ASTM E 84. pressure zone bockflow preventor. r 14 e1D Note 2: The contractor is to call the City Public Works for an Note 5: Every space intended for human occupancy ..►•„II be N0 inspection of all catch basin and drainage trench construction. provided with natural light or shall be provided with nrtitu 0! light Note 3' All underground lawn irrigation systems connected too ,cy 141 24 hours notice is required. Drainage facilities will not be to comply with O.S.S.C. Sec. 1204. potable water supply requires on approved backflow prevention ` n# approved unless inspection is performed. Note 1: Wall and .;diling finishes shall comply with I.B.C. A. Natural light shall be provided with a minimum net glazed device and on inspection to insure compliance with Pacific � Q � CIO 0 Sec. 803, and table 803.4. Floor finishes shall comply � ith O.S.S.C. area no less than 8% of the floor area of the room served. Northwest Section A.W.W.A. cross connection standards. • cp6 M Note 3: Contractor to clearly mark all setbacks in field. Sec. 804, Decorations and trim shall comply with O.S.S.C. Sec 805. one haB. lf the wall, one tenth the floor es must hove a nimum orea ofpthe aen jpining ll area of: i Nap Note 2: Suspended acoustical ceiling systems shall conform to space, and 25 square feet. N O.S.S.C. Sec. 803.8 and be installed in accordance with manufoc- Note 1: Structural floor sheathing shall be in accordance with Note 1: Contractors to install address numbers contrasting with turer's rcommendations and in accordance with the provisions of Note 6: Walls and floors ceiling public separating dwelling the requirements of O.S.S.C. Sec, 2304.7,1 and shoe! conform to the O M i their background and a minimum height of 4" in a location easily ASTM C 635 and ASTM C 636. Fire resistive ceilings shall comply units from one another and from public spaces shat! conform to provisions of Table 2304.7(1 through 4). visible from the street or in accordance with city code prior to with the provisions of I.B.C. Chapter 7. NOTE: SUBMIT OtS.S.C. Sec. 1206 CC a IL request for final inspection. ONE-HOUR RESISTIVE FLOOR/CEILING ASSEMBLY INFORMATION ON A. Walls, partitions, and floor/ceiling assemblies shall hove a Note 2: Structural roof sheathing shah ba in occordonce with SUSPENDED CEILING ASSEMBLIES. sound transmission class of air-borne sound of 50 in the requirements of O.S.S,C. Sec. 2304.7.2 and shall conform to the accordance with ASTM E 90. provisions of Table 2304.7 (1 through 4). 2&7 QW.10 B. Floor/ceiling assemblies between living units and between Note 1: Walls, ces'ings and floor/ceiling os�,emblies required to be living units andublic or service areas shall have on impact (M-24 fire protected shot, have all openings and penetrations installed Note 1: Every space with on assembly occupancy shall have the insulation class flIC) rating of not less than 50 in accordance per the requirements of O.S.S.C. Chapter 7. moxumum occupant load of that space posted on a sign in a with ASTM E 492. Note 1: Gloss and n��� shall comply with the requirements • Conspicuous location near the main exit of that space. for loading cis in�iicate�ed! in O.S.S.C. Chapter 24 Note 2: Penetrations to the walls or ceilings for wall mounted Note 7: Public toilet room floors shall have a smooth. hard heaters, recessed light fixtures and fire extinguisher cabinets shol! Note 2: Exit doors shall be panic hardware openable from the inside nonobsorbent surface such as sealed portlond cenient, aeoled Note 2: Each pone shall bear the manufacturer's label desig- be constructed to meintoin fire rating of walls and ceilings. without the use of a key or any special knowledge it effort. Manually concrete, ceramic tile or other opproveJ material which extends noting the type and thickness of the glass or glazing material. Heater locations ore shown on the mechanical and electrical plans, operated edge- or surface-mounted flush bolts and surface bolts upward onto the walls at least 6 inched. Walls within 2 feet of The identification shall not omitted unless approved and on 'lin light locations ore shown on the electrical lens, and fire ore prohibited. When exit doors are used in pairs and approved the front and sides of urinals and water closets shall have a affidavit is furnished by the glazing contractor certifying that each ceiling g P extinguishers will be located as required by the Fire Marshal, automatic flush dolts ore use, the door leaf having the automatic smooth, hard nonabsorbent surface of portland cement, concrete light is glazed in accordance with the provisions of O.S.S.C. Sec. 2403 pry instructions for which will be received during the on-site inspection. flush bolts shall hove no door knob or surface-mounted hardware. ceramic the or other smooth. hard nonobsorbont surface to o The unlatching of any leaf shall not require more than one height of 4 feet, and except for structural elements, material-, Note 3: Glass in the following locations must be safety glazing: `e - Note 4: Structural elements shall be protected as required by operation. O.S.S.C. Sec. 1003.3.1.8. used in such walls shall be of a type which is not adversely 1.) Glazing in ingress and egress doors except jalousies. O.S.S.C. Chapter 7 Sec. 713. Individual members carrying the load affected by moisture. All accessories such as grab bars, towel 2. Glazing in fixed and sliding panels of sliding door assemblies o from more than one floor, a load bearing wall, or nonlood-beoring Note 3: Regardless of the occupant load, there shall be a floor bars, paper dispensers and soop dishes, provided on or within and panels in swin;,ing doors other than wardrobe doors. wall of more than two stories in height shall be individually or landing on each side of a door complying with O.S.S.C. wells, shall be installed and sealed to protect structural elements 3.) Glozin in storm doors. •:.) Glazing in all unframed swinging ��� protected for their full length or height. Sec 1003.3.1 .4 through 1003.3.1.7. Access for persons with from moisture. O.S.S.C. Sec,1209 doors. 5� Glazing in doors and enclosures for tubs, whirlpools, Cj disabilities shall conform with the Americans with Disabilities Act, saunas, steam rooms, bathtubs and showers. Glazing in any Note 5: Joints installed in or between fire-resistance rateo walls, Sec. 4.13, and shall not be more than 1/2" lower than the Note 8: Contractor shall coordinate with manufacturers re:om- portion of a building wall enclosing these compartments where the floor or floor/ceiling assemblies and roofs or roof/ceiling threshold of the doorway. When such access is not required, mendations or preparation requirements of final finishes. I.F. floor bottom exposed edge of the glazing is less than 60 inches above assemblies shall be protected by a fire--resistant joint system to such dimensions shall not exceed 1 inch, Landings shall be level and wall coverings, textures, etc. a standing s-.!rfnce and droin inlet. 6.) Glaziiirj in fixed or comply with O.S.S.C. Chapter 7 Sec. 713, except for exterior landings, which may have a slope not to operable panels adjacent to a door where the nearest exposed exceed 1/4 inch per foot. Door landings shall hove a length f3N-14 edge of the glazing is within a 24-inch arc of either vertical edge Note 6: Shaft enclosures shall comply with O.S.S.C. Sec. 707. measured in the direction of travel of not less than 44 inches, of the door in a closed position and where tl,e bottom exposed Shaft enclosures shall not be of construction rated not less than Note 1: Anchored masonry veneer shall bear on footings or edge of the glazing is less than 60 inches above the walking that of the floor assembly through which it posses and shall be Note 4: Romps stairways and handrails shall conform with the steel lintels. Brick veneer shall be anchored to backing with surface. 7.) Glazing in on individual fixed or operable panel, 2 hours when connecting four or more stories and 1 hour when provisions of O.S.S.C. Sec. 1003.3.3 through 1003.3.4 and with 16 go. galvanized steel ties 1" wide. Ties to be spaced 24" o.c. other than those locations described in Items 5 and 6 above, that connecting three stories or less. A.D.A Sec. 4.8. max. vertically and horizontally. Ties anchored to stud wall w/ meets all of the following conditions: nails or self topping screws. Installation shall comply with O.S.S.C. 7.1 Exposed area of ars individual pone greater that 9 Note 7: 1 hour rated walls shall be constructed per O.S.S.C. Note 5: Exit signeoge and illumination shall comply with O.S.S.C. Chapter 14, Sec.1405. square feet. Table 719.1(2), Item 14-1.3: 2x4 wood studs at 16" O.C. with Sec. 1003.2.10 and 1003.2.11. Exits shall be illuminated at any 7.2 Exposed bottom edge less than 18 inches above the 5/8" Type X gypsum wallboard applied vertically or horizontally, time the building is occupied with light having intensity of not Note 2: Adhered masonry veneer shall be applied on a backing floor. nailed with 6d cooler or wallboard nails at 7" or, center with and less than 1 footcondle at floor level. The power supply for exit to comply with Article 3,3C of ACI 530,1/ASCE 6/TMS 602. The 7.3 Exposed top edge greater than 36 inches above the joints on noiling members. Stagger joints each side. (See illumination shall normally be provided by the premises' wiring installation shall have a shear strength of at least 50 pounds per floor. Table 719.1(2) footnotes 1, and m.) system. In the event of its failure, illumination shall be outomat- square inch. Installation shall comply with O.S.S.C. Chapter 14, 7.4 One or more walking surfaces within 36 inches ically provided from an emergency system which will operate for Sec. 1405.9. horizontally of the plane of the glazing. Note 8: 1 hour rated ceiling system shall be constructed per at least 90 minutes. Exit signs shall be placed so no point in 8.) Glazing in roilings regardless of height above o walking Gypsum Association Fire Resistcnce Design Monuol item FC 5512 an exit access corridor is more than 100 feet from an exit sign. ON-15 surface. Included are structural baluster panels and nonstructurol or FC 5517 at contractor's option: in-fill panels. Glazing in walls and fences used as the barrier for 00 Note 1: The roof covering is required to be a minimum rating indoor and outdoor swimming pools and spas when all of the FC 5512- Ceiling (at roof): (2) layers of 1/2" type Y Of Class "B" per O.S.S.C. Table 1505.1. Roof coverings shall comply following conditions are present gypsum wallboard or veneer bose applied perpendicular to Note 1: Accessibility signage shall conform with I.B.C. Sec. 1109 with the requirements of I.B.C. Chapter 15. NOTE; PROVIDE SUB- 9.1 The bottom edge of glazing is less than 60 inches c 1 trusses. BASE layer end joints stoggared 24" and all FACE and A.D.A. 4.30 Detectable warnings shall comply with A.D.A. STANTIATING INFORMATION ON THE ROOF COVERING CLASSIFICATION. above the pool side of the glazing. O layer joints offset 24" from the joints of the BASE layer. Sec 4.29. 9.2 The glazing is within 5 feet of a swimming pool or spo BASE layer attached to bottom chord with 1 1/4" Type S ON-18 deck area. W drywoll screws 24" O.C. FACE layer attached with 1 7/8" Note 2: This project shall comply with Chapter 11 of the OSSC 10.) Glazing in walls enclosing stairway landings or within 5 feet Type S drywall screws 12" O.C. In addition, 1 1/2" Type G regarding dwelling units within apartment buildings to be adaptable, Note 1: Copies of steel fabrication shop drawings shall be of the bottom and top of stairways where the bottom edge of the ICE drywoll screws spaced 12 O.C. are placed 3" back from 1106.1.10.2) submitted to acting Architect. and Structural Engineer of record for glass is less than 60 inches above a walking surface. UJ = /� each side of FACE layer end joint. concurrent review. Structural Engineer will have final approval. X LL UJ O Trusses: Chord and web members are fabricated from Note 3: Features and facilities of the projec shall comply with LL 2x4 lumber with 20 gage steel connector plates that have a O.S.S.C. Chapter 11, Sec. 1108, I.B.0 Appendix E, and the Americans W minimum toth length of 5 16". Plate desi n values shall be with Disabilities Act. Not© 1: Elevators shall comply with State Elevator Specialty � O based upon a safety factor of 4. Trusses gore spaced o Code. (Note: Separate Slate Elevator Permit is required.) maximum of 24" O.C. and have a minimum depth of 12". Elevator shall comply with A.D.A. requirements. Elevators to comply Z � Z B,�g: 15/32" exterior rade plywood applied at right with UFAS Section 4.10 and ASME A17.1. Z �n t O Z angles to top of trusses with 6d common nails 6" O.C. End t� joints of plywood to occur on top chord and are to be staggered 48". � J m -� Note 1: Existing fire sprinkler system shall be upgraded as necessary >.. W NOTE to comply with NFPA 13, 2002 and NFPA 72, 2002. All portions of a-- c the existing structures shall be fully sprinklered. < 0 O Note 1: PLAN REVIEW BY INTERCONTINENTAL HOTELS GROUP will also become part of x �_ Q the work of this project.stCL Note 2: This project shall include updating of all facilities for safety and useability (including but not limited to emerency and exit lighting, fire and life safety systems, accessibility features and systems.3 These will be determined and designed by others. Cd Note 3: All building entrances shall be made accessoble. Note 4: All floor/ceilino systems and wall shall be one hour rated construction. Note 5: Elevator shovt shall be 1 hour rated construction. Both sides of shaft DRAWN shall be finished with gypsum wall board for it's entire height of stud construction. TJ M _ rile Nome: 08ep-1.dw9 CHECKED Edit Date: 02-09-06 (M-01111:21) ROC • DATE OCTOBER 3, 200E SCALE AS NOTED JOB NO. 06- 140 SHEET a A6sl Z� o File Name: 38p-a 1 1.dwg OF 1 8HEN tT8 Edit Date: 09-20-06 (14:02:46) a . y�lllllfllllrI-1 11lllrrllilr, f"IT111fill r lltl1 Tlrilll IJill II TIT7P. .11 Mus�rll1! 111pliIIIIIl IIIIIIIIIIIIIII Iilllllllllllll Ii11iIIlIllllll IIII111II�IIIiI 's • 1 I I 2 I 3I 4I _�E38 _ 9 10l I 1 1 1 12 No. 36 CTOM U.. 00)84 £ Z 9Z LZ 9Z 9�Z Z EZ ZZ iZ���, o'Z 8t 8 114X 7 Li Ii t 8 8 L 9 S b f£ Z • ILII IIIIIIIII IIIIIIIII IIIIIIIII llll�llll IlllllillllllllllJl n�llll II11IU11 Illllllll IllIIIIIIIIIIIII�IIIII llll�ll1111 llllllUl IIIlllll IIIIIIIII IIIIIIIII lllllll!I 1lllllll IIIIIIIII 11!lll!ll lllllllll lllllllll.Ill IIIIIIIIIIIIIIIII Illllllll � . 9 .I i �4 I - BUILT UI' 111110M2'-1 UVRIEVIt10Nt tY — 24 GA GJ.CAP FL.A6WMdG .—_— UV STRUCTURAL 6WEA114NG 4' CONT.aUMPt---- —^ —2x4 AT 24' OCG. 2x4 IDLOCKING CONT.2xt W/ OSVVL bc2 "1111101 -- — — - 24 GA. G.I. FLASHING \ I V2' x 2 V2' WNT. --EXISTING W,4LL (3) 2xb CURB LXI6TNG TORL" • 2.4 GA. G.I. FLA6WINCs �- CONT•>>»i FASCIA OV/R ------2' CONT.VENT V 6CREEN 4' SOLID CANT----, CONT. I WSW N12' G HEADER - 6EE 6CHEDULE BUILT-UP ROOF \ */VTYPE 'X' GYP OD. • -- ON 3/4 Pl-YllJD SHEATHING ?4 GA G.I. FLASHING \ HEADER - SEE 6CWEDUL! 6T'RXTURAL 6WEATWNG DONT. 2x4 FASCIA _ 24 GA Q.I.COINTEI!PLA ANJG 5/6' GYP6UP'I 6WEATWHO • 3 V2' STRUCTURAL 6MrATWHS WARDIPLANC 61ONG S EX16TNG 6TI%4TURAL WALL ft i/2' F�L.YWOOD 6FEATWNG : x IAS At 2 'Or. FOAM OM BACWJO � 5/6' TYPE 'X'GYP W. ?x6 JOISTS AT V�' O C. W r a-COAT 6TUWO rwMa NARDIE PLANK 610ING • . /—" SN"IP6AN AD6 SLOPE V4' IN �?' TO 6CUPPER 6/6' GYP 6WEATI.IING mi CONT. 7x,6 NAILER (2) LAYERS 6/6' TYPE 'X' GIM 1/2' PLYWDATHI SNE NG 20I Oc. BUILT JP' Roof AT 12 II II •- to to vA-1 I II it NEW WRADER-SEE 6Ti 4TURAL R �— V CORNICE DETAIL o II II y � CID W.M '. � A, 1 II II � t � � 1 1/Z I m II II GOVT 2x RiM JOIST Q II II MATCH EXI6TING O (� 6TRLGTWAL 6++eATNwr, FLOOR JOISTS � sws'GYPlfJI ONFATWNG II I I Q ! WARDIPLAW Got" MKOTM 67I11IUCTURAL WALL II II • (2) 2x6 TOP PLATE II II ril � i • I 2x6 STUDS AT 168 O.C. DEMOLI"XI6TING I I J L LL;T NEW I I W Ln r � � I I � L = � 3/4' PLYII� 6HEATWIIVG • i/1' A.B. AT 3?' I I 10' IMBEDMENT I 2x6 REDWOOD 61LL ON • SILL SEAL • I 2xl'3 JOISTS AT Ib' O.C. SIMP60N LU28 CORNICE DETAIL A 2xb CONT. LEDGER 1 1/2' i'- m' �S �'D t� ROR ISEA!l1Nsa 0 (1) 0 C W CC rA. W C xJU EXi6TING bTMCTURAL WALL ~ U. LU -- 1120 A.D. AT 32' W/ r@• IMBEDMENT uj $ cr WAIIIDIPLANC 64DNG WARDIP.AWC.61ONG— EXI6TNG FLOOR / SILL REED�W SEAL SILL ON z ui F Z Q 24 Gil G.I.RLAGWWx--- 24 3A.G.I.FLASHMG O Z � 0 z 4' CONC. SLAB ON b MIL. ...1 ch J MIAPED 2x SHAPED i'xl 9,/V --- 14" BITUMINOUSAm A �,,,•, POLYETW`PLENE VAPOR BARRIER ON 4' COMPACTED EXPANSION 6TRI10 TO.Sk"THNG �� TO. 6HEATHMfi GRAVEL 24 GA. G.I. FLAMING 0 yj O 0 _ = 024 GA.G.I.GWAP410 . til, BELT BAND 67111114TURAL 6HEATWING— 0 O 6/6'GYP*" SHEATHING Ar� �p I' !-COAt 6TiX•CO �I .Z. n EXI6TMb 6TRUGTURE 2x4 DAGIGN3 '- ' T NEW FOUNDATION AND 24 GA.G.I.FLASFNNG FOOTING - SEE STRUCTURAL DRAWN EXISTING 6TIgJGT1,IRE • '� TJ M 6TRICTURAL MdBATHNG !/4'x!'FURRMG -r' CHECKED S/6•aYP61A'1 6WEATHN�Cs RUC DATE WAMIPLAW 61DNG - — DOIUBLE '.l' MOLD UV V4' DRIP GAP owls 3, 2006 SCALE SEALANT AS NOTED00 V?'060"ATWNdG JOS NO. I" 6-COAT 6TUCCo 06- 140 0 8HEET N BELT BAND DETAIL a CANTILEVER BAND DETAIL ?"G STAIR ADDITION DETAIL E — d 11/28 I'- of A1.1 1 1/2' 1'- 0' A,.1 1'. m' A,.I A(p Q �Q File Name: 38p-a i i.dwg OF f :7 1 At`tlttTs S Edit Date: 09-20-06 (14:02:46) a .Y,, ..i� •-t yy' «��.. . f4e�3•IM+a. w1'` .. ? !k.7 ,..`Y'JwRr,, .... ifWf'+d. NI':-lb',. 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'� _ ,. r ._� • �r .. . _ .:. ... .., ,,,, n•.. vf-yr _..•..,.a'^ .'=-^' ,�.•',- c ... - k»,a ....... n.•x W.w ...nR.e..."..,.17p-i1�'/•W.+4•i..� . ..., ' ✓ .�. ....-, .. .,.,_ ,. . ` .,.:._ _:..a:ai--+.x. ....�:f....... .m:•..,,,. :.- T,.. , _.. __�..� ....a_....,.... .. .....,Y •- __ r*.• .w ...+ ... _... _ ... - -- _ —. __.�_ .. _ .L•.rww�•t M.•'.^.',c-fer^s. .. . >... . _ � _... .�...._�u....,a.R<.f.�nm_..—::...�:..•�,..n' :.w.wa+••.-�....... s..• ... _.a. ...... ,... . ...rrv�•,. to h1�1 �'11�14 III il .; 'r f•r� 1''11,�! 1�11h �` G4��1 I'IIr1l ' Ill�lr I"�I h�i1�11!i � 1 Ihl 11i1'�, 1411 ,�I,I'�111 I'I�j X111; 41uII ,1�1 �11 1�4i1' '1 Il,lly ARVIOION>s 0Y °111 REFINISH PAF CONT. 11/2'xA 1/12' Irl' PLYWOOD 6HTIG. 2/X4 FURRING AT 24' OZ 1/2' PLYW0m b/�' 'X' GYPSUM S1-IEATNING -- -� — BUILT UP I�C�OFING —24 GA. G.I. FLASHING h NARDIPLANK LAP SIDING 2x6 el.` u W1 (2) 2' DIA HOLES— ---2x4 BLOCKIWITl EXISTIlyll 1171'i1 2x6 OUTLOOKERS AT 24' 0�--. , CONT, ix7-FW� IA 24 GA. G.I. FLASHNts �I �' I - J� REMAIN WALL AND FLOOR SIMP50N L5VI-S6/9,r SHAPED 2x .� ____- • 2' CONT, VENT `r 4' 1111u� 1/2' PLYWD BACKING ---•FOAM EXTR*1ON - - 1�II III�n1 5 24 GA. G.I. SHAPED I dE - SEE STRUGYURAL X91 �1`IN' BELT BAND T. 2x6 LEDGER ap 1111 I'11r, 9 lul „1,1V1 111 _ A � 1111• 2x4 BACKING 1111 I I I^I9I �( ) AY / • . . 1111 11 • V i?I171111 ? LAYERS 5 6 X GWd 1111 „ JOISTS - SEE 24 GA. G.I. FLASHING ii �� 6TRLICTURAL- —D TIVE COLUMN 12)1x6 TOP PLATE _ iill 11 Irl' PLYWOOD SNTG.— i __ . I' GEMENT PLASTER � INSIDE DECORATIVE GOL. 1/2 SNEATNING - SEE STRUCTURAL loll 2' CONT. VENT ,�,. W 1 • • 111, 11 —.MANUFACTURED STONE CAP to 5/i X GYP&J M SF'IEATWING 11 u I 1 2x6 BLOCKING - ' I ! REMOVE EXIOTINCs WALL ' LATH W/ WATERPROOF BACKING ( 2x6 STUDS AT 16 O.G. ii ii ' ,, 2x4 FURRING AT 24' O.C.-,r—• � '- �+: �;'.� ', . �I---®' CMU BLOCK � w � �� +1 IIIIIIh1 V MORTAR SETTING BED II MORTAR GETTING DEC)• loll MANIFACTURED STONE F'IN16W R-19 INSULATION i i ii i i ll 3/4' 4 3/ ' 1'-4 Irl'_ 9' 0 �`10 IN >. U O 2 aD� � 114 4 MIL POLYETHYLENE ��-b 1�' MORTAR JOINT w 4. � �I I'll, i s VAPOR BARRIER loll --- N0 •• N m 1ry� --5/S' TYPE 'X' GYP DD. .n ' _ 12 �' l'I 11111 MA 4L F.ACTURED STONE U I, ® - I1 '?I141u1 PORCH CORNICE DETAIL e % C 2xr AB. ATOD SILL ON I;; — Wr Ulf' IMBEDMONT ?xb REDWOO ,_GUARD RAIL CAP DETAIL E �II�III ;; SILL 6EAL11 A1.2 `� I/2' BITUMINOUS EXPANSION S IP DEMOLISH TOP I' • I'- �' C`� ,�T II OF EXISTING CONC. Il I 4' CONC. 5LA5 ON 6 M1L, �ii i i FOUNDATION 111 C 0 POLYETHYLENE VAPOR 1 ii 24 Cit- 0.1. FLASHING BARRIER ON W COMPACTED GRAVEL 111 ,� I +� Nor 11 W O 'Ill ALIGN! FACE OF WALL WITH 2 1/2 LA; FACE OF STUDS ON CANTILEVERED WALL ABOVE ] Pk O -24 G.I FLASHING1"� v NEW FOUNDATION AND 1/2' BITUMINOUS EXPANSION STRIP ILL FOOTING • SEE 6TRUCrjF9AL-----�\ �� X111 41'11 Al-X, /'/\N _ l�1 04 CCOWEL6 ROOM EXTENSION DETAIL A --- OZROUJS ATINTO �1"Iwl EXISTING PILI I� a \Al2FOUINDATION 1,11 I11�1, EXISTING FOOTING ION AND g' 0 hlllll A o� FLOOR SLAB DETAIL, q. �� a_ ui 1' , _ o. A12X X � W � X111 _ ,L Uj4;Iti� ujLu OZ +� Zd �—STUD WALL0 4 j 1-Irl' SHEATHING uIssss m 1411 'd ,,--`GYP. 014EATHING '-LATH ON WATER NEW FLOOR SLAB DETAIL o ax 0. a RESISTANT BARRIER CL pull MORTAR SETTING BED I' • I'- fd' A1.2 .L.J fq��1 Il --MANIXACTURED STONE '41111' II 11 dl 111 DRAWN 11' I TJ M (Iil CHECKED ROC jl"hl 41 DATE I1 OCTOBER 3,_2006 SCALE AS NOTED 001111 ll;l STONE VENEER SILL DETAIL F 0JOB 6- 146- 140 SHEETA7n2 � 11+1111 III � 1'11 II � �1141� qV 0 111111, I'll wo �Ill1l IIII File Name: 38p-a 1 t.dwg cw f 3q SHEETS c IIV1'ul' 17 Edit Date: 09-20-06 (14:07:48) a �4�' 1111 1'11111 '111 ,.� _Lv ..... at .. � .�.. , .. .. ..... ..r .-. ... .�. + r M, 1�;. r�, I,Pf`Y .0.^.11'!6. '.•w• rM!<� `a: ..l. �f ,v,:' �.. ?It,YfIR �R 'L•ki,;: 111111 I' �• .,.' "`?�' .... s ...�. .. - .. ; _. • ... ,:.. ' � ,. �y per, yry� •, 111 • , M ;r JT�111 t�rrrlr i rIr irC 1ffi i rII 1�I r11 iJ 11. 11 rT 1TT Tfi� 1 s biIo2 !�12 "1111; 1lil • —_ — --- 01-OW.Ct nee.U$A No.36 *M 11111111 4 11 ..,.� 4+11, 4111 E L LZ Z Z L 8Z Z tZ Z tInt tit 1111 11111111. Ill Illllllll l� 11111111 111111 1 1111111111W 111111 l}1 . . � - ` hill Illl 11111111 111111111 111111 111111 1.1111111 1 lJll�ll111111�1111 111111111 � • V���1 I�; r: �: , � • I�; 111'11 I I 11 �i11I1" II;I' ._ _. .. ._-,,.�•'.w:. ... ... ., _ :� ... T..a•I ell!• wY! MT.` .r..•, W i74�' .. .. .. ..Y. „ .. n 7. .- .. - ._.� —�..—_` _.__ .rMti.•..m•... .. .. r •.,, Yl!•'lM'.1:'R� .-+ 1:f..,_.. .. .. n �•/•^ � IC _ �IIOh:b � 41111 1111 V'�111 ��'iti k " r g PREFORMED, PREFINISHED A METAL CAF' A CONTINUOUS O/�0 my STUCCO TYMPANIUM FLASHING--�, METALGPREFINUTTERSTANDING SEAM MET.k ROOF PREFORMED, I. PREFINISHED PREFORMED I METAL CAP , FLASHING 1 I PREFINISHED I METAL CAP I FLASHING - —� — :r :f ; • '. 1 1 I t I i GFRC COLUMNS M bMNS W ° °0 iD O I 1 COL, OWED V � - O � � t 1 , cc �. I IN I 1 t I I ► , I � 11 I vwca (/�� � r � NORTH ELEVATION VILEST ELEVATION • E No e: 06-0.6 /Q rr — 1�— 0• Fk Not 004-. 3/8 — 1 — 0 EM a.a: ,o--o2—og c�.:•..x) UU Edtt ooU: 10-01 p�M�11 1/2' SFiEATHwG sTm BEAM_ B SEE STRUCTURAL A A PREFORMED, STANDING SEAM METAL ROOF PREFINISHED -- ------- METAL CAP II Y' '4- �� ....... s,�{1.rn. .,•. . ry,�'�•�.!Y�i_�R y/9Y_ti, i II'',�iII4II.1Ii�IIIII�IIIIIII��i,I-II1II�III�IIIIIIIwI�Ilil'II1I�III,ISIII;II•h—E�rII�1III1I1IIIII,II�I .� ---;`\.. lr,i� �,jlj�(.?h1 •_4gI7(�A ....M�-.'''" : ..-dr.\:_o-—�n�==_- \,..n v-,.. --d-JL-•.-.1 w '- _ ==1.. r=e_n.=,.i.=IIiIIItiI I- -._�A7 3 \` \1 I�iiII,IiIIIlIII�I' I�"ilIIIIIIII�iiIIIIIIIIIiiIi+IIIIIiIIIi I[IiI1IIII iIi'IjIIIIIiiIIIi I I EWI I I ll�rl1l`lfrl�1 lr'1f1��1I�111i111+11iT.Ut�I11i 1I1 f�1�11 1(1t11�11111�ll 11I11�1J1 Z~ I. Z111111I11 Zf11i11i1t1 Y1I�'X1 I I 0k> r I 1 L i 11i11l 11r1�IL1IIIL1IUI I1 I1rllI�rI1r�+i 111 11 1 1I1111J1II1'IIIiI!IIIIiI 1I 111I1 1IIIIiI1IIIIIIiII lI I lSlll1 IllIlIllI t�I t IlIII l (ll1 IrI�lI lIl 1I 1I1I JIISI1TAI1NI111I1D1I1N,11G'�a111 11S1I�II 1 I1 Mum 1 Il1i1bS1 ib METAL ETALIl1 ll lRll1011IOl 1FFLA5HINGOONiINlOUS 1/20 SHEA NGMETAL CUTTER SEL BEAM-PREFORMED T PREFIRSHED SEE STRUCTURAL METAL CP $FLASW PREFORMED, -ENGNfEDPR ,AT 24O.0TRUSS PREFINISHED METAL FLASHING -ENGINEE1�Z1R 11�1111N1I 1 11 TlRItI1 Ulr lWI1SI1,IS E1 S 24 'r.O,).C. h .. . CO) STUCCO CORNICE d cpFr l•t ui fa_pxW OVER SHAPED E.P.SSTUCCO CORNICE -OVER APPROVED RECESSED LIGHT OVER SHAPED E.P.S. LU SUBSTRATE FIXTURE OVER APPROVED RECESSED LIGHT W n DRP EDGE I SUBSTRATE I FIXTURE 0 SUSPENDED CEILING- DRIP EDGE z STUCCO ON APPROVED SUSENDED CEILNG- 0Z STUCCO SOFFIT SUBSTRATE STUCO ON APPROVED Z � t p ZOVER APPROVED STUCCO SOFFIT SUBSTRATE SUBSTRATE OVER APPROVED SUBSTRATE Lu mJCONTINUOUS SOFFIT CONTINUOUS SOFFITVENTVENT M & STUCCO CORNCE OVER SHAPED E.P.S. STUCCO CORNICE OVER APPROVED OVER SHAPED E.P.S. SUBSTRATE OVER APPROVED O SUBSTRATE COLUMN - SEE STRUCTURALco DOWNSPOUT NSIOE COLUMN - SEE STRUCTURAL GFRC CMIMDRAWN TJM CHECKEDI GC COLUMNS GFRC COLUMNS RUC OCTOBEDATE R 3, 2006 A SCALE aCONC. CURB AS NOTED 0a�0 JOB No. 06 - 140 WIN - dHEET CANOPY SEC-TION A CANOPY SECTIONA793» 0 1M Nan : 004b0.At o 8 eeDol. to-os- ff no o 3/g" �'.. 0" : .dl A7.3 o 39Edit ooc.: to—ozp . g Of Edit Date: 09-20-06 (14:02:46) I � ! �{.TTT21fW1.1 4 i ; 8 9 10 1JI Z air 88C t B 0 1Zl1111 I ' „ i ;F ....-.. _....._........-. ..,SINS• •-. '-'-„rrnr+ar eww.cxwm,::x . .,, ...,. — _ +•a• _ -.. - ., .. - .. - y--...r w 'fid rT;1; t a 71 REVISIOFrB SY • NEW SHEET 6 3/4 6 3/4' 6 3/4' I m4-15-01 GDE ACOUSTICAL SLAW ACOUSTICAL SEALANT UN1>ERSIDE OF FLOOR/CLG AS'SEMBIY UNOFJ�SIDE OF FLOOR/CLG ASSEMBLY � UNDERSIDE OF FLOOR/CLG ASSEMBLY SOIX.; ItNSl1lAATLON Fil— ` V SOUND INSULATION -.--_.__-1 LAYER 5/8' TYPE 'X' 1 LAYER 5/8' TYPE _IrIjGWB EACH SIDE GWB EACH SIDE t LAYER 5/80 TYPE 'x' GWB EACH SCE - 2" F1HER60AR0 ----2x6 TOIL AND PJTTOM PLATES ,--- AND 2x6 STUDS A BOTTOM6' D.C. 1/2* _AND 24 STUDS AT 16 O.C. 21c6OPBQTTOM PLATES, ------ - Zc6 STUDS BASE WHERE SCHEDULED _ BASE WHERE SCHEDULED FLOOR BASE WHERE SCHEDULED FLOOR FLOOR - -ACOUSTICAL SEALANT ACOUSTICAL SEALANT ACOUSTM SEALANT LOAD AND NON-LOAD LOAD AND NON-'LOADLL. 1 HR. W MARRIAGE WALL - 1 HR. BEARING WALL 1 HR. 3 BEARING WALL - ...i 16CALEt I• . 1'-O' 2 FI - 1 HR 87 SCALE: V . I'-0' SOUNI)-1HR 8TC-� SCALEs V • V-0' GTC-40 80l!� $�C 0 a10 4D Ile— b� 6 3/4 co 4 3/4 ACOUSTICAL SEALANT UNDERSIDE OF FLOOR/CLG ASSEMBLY UNDERSIDE OF ROOF/CLG ASSEMBLY '"' 0 �Q 15 T FELT ATEER EXTERIOR Y ---UNDERSIDE OF FLOOR/CLG 2 _( MATERIALS EACH SIDE) 5/8 O YWHEk__ SPECIFIED ASSEMBLY TYNE X -GYP WALL BOARD EA. SIDE — _ 0 • 1 INSTALLED AT RIGHT ANGLE TO STUDS 3 EXTERIOR FINISH - SEE ELEVATIONS AND FACE LAYER 5/8- TYPE `X' GWB -AND SECTIONS FF INSTALLED AT RIGHT ANGLE TO EA. SIDE 'X' --5/8" FIRE RAZED GYPSUM SHEATHING 1 LAYER S/B' TYPE W ,JOINTS STAGGERED 24 . .• r GWB EACH SIDE / 5 1/2' MINERAL FIBER INSULATION R-21 FIBF RT,IJlSS BATT INSULATION s1 24 TOP AND BOTTOM PLATES 2x6 TOP ANU BOTTOM PLATES -.-- TYPE X� C1N8 AND 20 STUDS AT 16' O.C. ,MLD 2x6 STUDS AT 16 O.C. _ _ --APA RATED OSB- BASE WHERE SCHEDULED SEE STRUCTURAL BASE WHERE SCHEDULED a: FLOOR 2x6 TOP AND BOTTOM MATES FLOOR AND 2x6 STUDS AT 16 O.C. ACOUSTICAL SEALANT - BASEE WHERE SCHEDULED CT LOAD AND NON LOAD FLOOR 1410 COMMON WALL - 1 HR. BEARING WALL - 2 HR. � EXTERIOR WALL 4 w EGALt� r e 1'-0' FMI 1 sC•ALEt V . I' FW F . I HR SC:AL.Ei V s iNNa s�ro-ss sago. Sawa 8TC-49 SUB-FLOOR AND TOPPING JALLTYPES NOTES: 1. STRUCTURAL SHEATHING WAY NOT BE SHOWN Oil WALL. �' c m TYPES- SEE STRUCTURAL FOR SHEAR WALL/PANEL LOCATIONS. ��f� "low 'D TRUSSES 2x 10 WLUU JOISTS AT 16 O.C. 2, WALL STUD SIZE AND SPACING SHOWN ON WALL TYPES R-� FIBERGLASS BATT MAY DIFFER FROM THAT INDICATED ON STRUCTURAL 3 1 RGUISS BATT MAY IN ANY SUCH CASE, THE STRUCTURAL SU I I/ATION INS�U Yid'` DRAWINGS SHAH. TAKE PRECEDENT. 4 — -041 AYER1XISOF 5/e' 6 Edit Dote �6�/20V 1:31 PM TrE1�? FURRING CHANNELS AT 1 O.C. PERP TO JOISTS REFERENCE: UL DESIGN No. L511 1 2" 'X' GYP BOARD PERP. TO FURRING CHANNELS CEILING-ROOF TYPE - 1 HR. FLOOR-CEILING TYPE - 1 HR. • 11 , fw 6CALE, P a P-a 13 F11� : r~w 6GAL.Es P a 1'40' L� FIRE -RESISTIVE SYSTEMS DESCRIPTIONS o (� L�J FLOORS/CEILINGS (D0 INTERIOR WALLS (1) HR. ASSEMBLY: GA FILE NO. FC 5105 (1) HR. ASSEMBLY: GA FILE N0. WP 3605 CONSTRUCTION TYPE: W000 JOISTS, GYPSUM trAL.BOARD � � >- Z ONE LAYER 5/8. TYPE X PLAIN OR PREDECORATED GYPSUM WALLBOARD. WATER-RESISTNIT GYPSUM BACKING BOARD. OR GYPSUM VENEER BAK APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 2X4 WOOD STUDS 16' O.C. WITH 60 COATED NAILS. 1 7/8" LONG. 0.0115 SHANK, W c 0 1/4' HEADS, 7" O.C. JOINTS OF SQUARE EDGE. BEVEL EDGE OR PREDECORATED WALLBWRD MAY BE LEFT EXPOSED. 1/2' type x {Arp4um waMboord or vMMa t1oN OPPK of right onglN to nfilNnt furring chonnob with 1" typo S ttrywdl �trwre 12° ac. RboLY 4 chonn4M applied 24' ac. at right on" to wood joiob I6' O.C. with 5d common lift Wood JOi4t• w1"nin9 5/8' � U pN-nn and I" pmprWtwy ooneod Wpa,m undviciponL Sound taW u6ng 3 1/20 gim f6v in Joist tlpoca and with corpot LIJ Dj and pod. co) c Q INTERIOR WALLS 0100 z Q 2 HR. ASSEMBLY: GA FILE NO. WP 4230 0 < -' j2xd W000 STUDS 24' O.C. WITH 1 DYER OF 5/8' TYPE X GYPSUM BOARD AP4�LED AT RICHT ANGLES TO EACH SIDE OF STUDS WITH 2 1/4' TYPE S WW DRYWALL SCREWS AT 24" D.C. FACE DYER OF 5/8° TYPE X GYPSUM BOARD APPLIED AT RICHT ANGLES TO EACH SIDE: WITH 2 1/4' TYPE S DRYWALL SCREWSAT 6" O.C. JOINTS STAGGERED 24' EACH DYER AND SIDE. 5 1/20 IINERAL FIBER INSULATION. NOMINAL 3 PCF, FRICTION FIT N S1UKO SPACE. c 0- CL .— a. $ EXTERIOR WALLS 0100 4 (1) HR. ASSEMBLY: GA FILE No. WP 8105 EXTERIOR SIDE: ONE LAYER 48° WIDE 5/9' TYPE X GYPSUM SHEATHING APPLIED PARALLEL TO 2 X 4 WOOD STUDS 24' O.C. WITH 1 3/4' GALVANIZED ° ROOFING NAS 4' O.C. AT VERTICAL JOINTS AND 7" O.C. AT INTERMEDIATE STUDS AND TOP AND BOTTOM PLATES. JOINTS OF' GYPSUM SHEATHING MAY BE LEFT UNTREATED. EXTERIOR CLADDING TO BE ATTACHED TKHRDUGH SHEATHING TO STUDS -- INTERKIR SIDE: ONE LAYER 5/6' TYPE x GYPSUM WALLBOARD, WATER-RESISTANT GYPSUM BACKING BOARD. OR GYPSUM VOW BASE APPLIED PARALLE FOOTNOTES TO FIRE RESISTIVE SYSTEM DESCRIPTIONS OR AT RICHT ANGLES TO STUDS WITH Bd COATED NAILS, 1 7/8" LONG. 0.0915° SHANK, 1/4' HEADS. 7° D.C. Q DRAWN (LID BEARING) W1iERE WOOD MEMBER SIZES TWD SPACING IN ASSEMJLY DESCRIPTIONS ^ONRK;T WITH NOTED SIZES AND SPACING ON CONSTRUCTION DOCUMENTS TJ M CONSTRUC110N DOCUMENTS TAKE PRECEDENT. WHERE. 5/8' TYPE 'X' M IS APPLIED OVER SPECIFIED SHEATHING REO'MTS. AT SHEAR WALLS, THE PRESCRIBED FASTENERS LENGTH MUST BE CHECKED INCREASED EQUAL TO THE THICKNESS OF THE ADDED MATERYIL v ROC - --- — ® ESTIMATED S.T.C. FOR THIS ASSEMNLY ■ 40 TO 44. THE ADDITION OF 6" SOUND BATT ANO (2) LAYERS OF 5/8' GWB ON BOTH SIDES OF MARRIAGE DATE WALLS OR (1) LAYER 5/8' TYPE 'X' GOB OVER SPECIFIED SHEATHING REQ'MTS. STRUCTURAL PANEL BRINGS THIS WALL ASSEMOLY OCTOBER L 2006 LL WOOD TURUSSES 0 TO A S.T.C. OF 50 OR MORE. _SCALE w (1) HR. ASSEMBLY; GA RLE NO. RC 2602 p EXTERIOR WALL ASSEMBLIES ARE DESIGNED FOR FX RESISTIVE SYSTEMS INDEPENDENT OF EXTERIOR FISHES APPLIED THERETO. AS NOTED ��^° IAP! NOS. � BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES 10 .:'000 ROOF TRUSSES 24' O.C. WITH 1 1/4' TYPE w OR S DRYWALL ID DETAIL AS DRAWN WITH (2) LAYERS 5/8' TYPE 'X' CONSTITUTES 'IA1L11P1 E LAYERS'. OOMBNATIONS OF 1/2' AND S/8° TYPE 'x' �:w8 ARL 1 i:itdITTED. 06- 140 _ r v SCREWS 240 O.C. FACE DYER 5/6' TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES 10 TRUSSES WITH 1 7/8' SHEET TYPE W OR S DRYWALL SCREWS 12' O.C. AT JOINTS AND INTERMEMATE TRUSSES40 1 1/Y TYPE 0 DRYWALL SCREWS 12' O.C. PLACED 2' BACK ON EITHER SIDE OF END JOINTS. JOINTS OFFSET 24' FROM BRISE LAYER JOINTS- WOOD TRUSSES SUPPORTING 1/2' WOOD STRUCTURAL PANELS a APPLIED AT RICHT MOLES TO TRUSSES WITH 6d WW.S. APPROPRIATE ROOF COVERING- File Name: 40P-661 Edit Dote: 4/16/2007 3:31 PM A8ml u 0 0 �q Q File Name: 38p-al1.dwg cW D + SHEETS s; Edit Date: 09-20-06 (14:02:46) o` : -- ... "* '•.,..v.,. `'.,tA1':v_b.:"_..�.w...,,M: ':t.lYi'M':'.•:Y"J/11°►'f... ,. , �-� ••�F11 III Tl� l�filr r�"I r1� "t 1j1 r� rlr rlr rlr r�� rlr TAT 1! rli (.111TT Tlr ll1 111 III rll rll Ilr rll III Ill Tlr III llr II! III Ilr III !�! Ill ! �! I 1 1 FS2A� l � 13 I � T 4 I � 5 79� � I e I � 1X10 � � X1136 ,�12 i I �. �_�_ c-�e.w«w r. ! IN01 N>OIDP ,1�T E Z�, eZ��LjG` L 4>C L ES�L 1; tL L 8t i t Wl WJllll 1111111111LIUlllllllll W�lllllllllll�llll llllll lllllllll LlUjllll lldllll �wll Wl lllllll llllll llllil 111 llll 1W�1a11 lllllll lIl 1lll�lUl lllllll �11111 . Y7+, •y d.,,,,,... �M....I.arw+..e.....,a.ew-e.err•+r--•aw.ec«�-...r.,....raw.•.,:.. ..... -..rw�+*+...3'rwrrr..-r¢, nnr..,..r.r,r..r�.....w�`..,..°,:.:,,w.•z.r—.r.e.....r ...._..c:_�._.... __.nArx... _.. ... .,. _. ..._., r -.. +t.— _ ... i,. .. ,_ .. e _ _ ._. - crowrriG..-._.+f7aeAlita;..ib[.+..+.ww.«rr,,.,...._. _ _..- _ �� _ __ .++..Y..,.h....Mr:fIM_650�.x,.:4ir,fsyK„iY1M�°M�- .... a... ,._.., .... _... - _. �J I r., REQUtitED STRUCTURAL SPECIAL IN8PECTIONB - ��Aeo PR�� SVOTttM or ttiAT F&4LnLeDUNW, IMIIIIIIIAJIKI W �� / 1120 /�G1o0! GDDEoa>1TAIWRD IMilwros oo.rw.a. Perloalc r" TRUCTURAL GENERAL NOTES -'� CONCRETE: STRUCTURAL STEEL : STRUCTURAL OBSERVATION _ _-_ fAtMrlcr►Tlorss .^ CODE: s•PEUAI wsPEcrlx4s APPLr ro veIIFTCArION aFof �- THE STRUCTURAL DESIGN IS INTENDED TO CONFORM THE REQUIREMENTS OF CONCRETE WORK SHALL C014FORM TO CHAPTER 19 OF THE 2003 INTERNATIONAL CHANNELS, ANGLES, PLATES AND OTHER ITEMS SHALL BE ASTM A36 U.N.G. TUBES FABRICATORS 17042 x DETAILEDFABRLCATIONANDai mCONTROL BUILDING (:ODE (IBC)ANIS THE 2004 OREGON STRUCTURAL BUILDING CODE AND ACI 318-02. CONCRETE STRENGTHS SHALL BE VERIFIED BY SHALL BE HSS ASTM A500, GRADE B (Fy =48 KSI)- PIPES SHALL BE ASTM A5C1 OR 1. STRUCTURAL OBSERVATIONS BY THE ENGINEER OF RECORD OR HIS PRACEDURESwCLUGNGREMEWFORCOAPLETENE� •'fe �y f7 THE 2003 INTERNATIONAL ( AND ADEQUACY RE�JIREI�JT& STANDARD 28-DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS: ASTM A53, GRADE B(Fy= 35 KSI). DESIGN, FABRICATION,AND ERECTION SHALL BE IN REILDING URINE SHALL R TOUIREO Al" THE FOLLOWING STAGES OF EACH - � - C_ R. �FG SPECIALTY CODE (OSSC). ACCORDANCE WITH THE "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND BUILDING DURING CONSTRUCTION: MAX. WA TER CEMENTITIOUSMATERIAL RATIO ERECTION OF STRUCTURAL STEEL FOR BUIL-INGS", WITH COMMENTARY AND THE aEwFORcu4csT»AND AG316 f 3i.0 It "CODE OF STANDARD PRACTICIE". ALL EXPOSED STEEL. SHALL CONFORM TO THE A. PRIOR TO PLACEMENT OF CONCRETE IN FOUNDATION, RETAINING WALLS AND VtELDM T '0076 ACI91e75 2s z CEXPIRES: 12/31/071 THESE STRUCTURAL DRAWINGS ARE INTENDED TO BE USED IN CONJUNCTION WITH AISC GUIDELINES FOR AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL). ALL FOOTING. - 1704.9.1 ADI4SE T) - --_ - c CAL. THE tC PS! NON AIR-ENTRAINED AIR-ENTRAINED USE ( �� °�p^��� REFER TO THE OTHER PROJECT DRAWINGS, SUCH AS ARCHITECTURAL AND MECHANICAL. ( Z _ _ -- - ,IM44 NAIa ACJ CONTRACTOR SHALL COORDINATE ALL DRAWINGS IN THEIR WORK,AND INFORM THE STEEL SHALL HAVE ONE COAT OF SHOP PRIMER. DO NOT PAINT AREAS TO BE A14AG�cF '"�A�_ _ NICHDR BOLT +704.4 ACI 3+e 1 9 2 C >, ALL BOLTS VIt9UKly w8P'ECTED �. IES. REFER TO THE PROJECT SPECIFICATIONS INF 3,000 b4 .46 SLAB-ON-GRADE FIRE-PROOFED OR WITHIN 3"OF BOLTS, WELDS OR HEADED STUDS. B. FOR FINAL COtiIPLIANCt WALK- THROUGH. ' • 'I A/E OF ANY DISCREPANCIES. ' 4 ACA 318132A VERIFYING USE OF REWIRED MIC 1004 ADDITIONAL INFORMATION. 35 FOOTINGS, WALLS BOLTS SHALL CONFORM TO-THE ASTM SPECIFLCATIUN FOR A307. 2. CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AT LEAST 48 HOURS IN oE1IIGN(s) 1WX 12 �31e�31 4 x 4,000 44 ADVANCE OF COMPLETION REQUIRING SITE OBSERVATION. 1704.4 ACI 3+e1a1D _ �- - SHOWN ON THE DRAWINGS HAS BEEN DESIGNED 4,000 .d4 .35 TILT-UP PANELS, WELDING SHALL BE CONDUCTED BY CERTIFIED WELDERS AND SHALL CONFORM TO CGNCRETEPIACEMFlIT 100610 N:19,ebOS to x -- ---- U+' THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY DURING �• CONSTRUCTION. THE STRUCTURES AND TYPICAL U.N.O. THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. WELDS 3. IF ADDITIONAL SITE VISITS OR DESIGN WORK ARE REQUIRED OF THE ENGINEER FOR THE COMPLETED CONFIGURATION ONLY AND NOT. FOR THE VARIOUS sTna ,Tl1tt 0� STRUCTURAL CONFIGURATIONS POSSIBLE DUE TO THE CONTRACTOR'S SELECTED SHALL BE MADE USING E:70XX ELECTRODES AND SHALL BE 3/16"MINIMUM UNLESS BECAUSE OF INCOMPLETE OR UNACCEPTABLE WORK,THE ENGINEER SHALL BE FABRICATION 17W2 z RlfET1TOW&P6CT10NOFFAgtICATgiREl7JilEA•SITS OTHERWISE NOTED. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A REIMBURSED FOR ALL TIME AND EXPENSES INVOLVED. E,EI�NTs z METHODS OF CONSTRUCTION. THE SEQUENCE, AS WELL AS MEAN.,AND MLA7T321KMERIFICATIONOF +7aa ��'° CONTRACTOR SHALL PROVIDE BRACING, SHORING, ET(;. TO TEMPORARILY SUPPORT 15%HIGHER WIC RATIOS THAN SHOWN ABOVE MAY BE USED FOR NOWSLAB WELDED PROCEDURE SPECIFICATION (WPS)AS PER AWS D1.1 , D1.3 AND D1.4. ONLY STRUCTURK STEEL 2xoa1 NBCASDA9.+. xp) cERTIFIEDMl1TE8TREi'ORTs THE STRUCTURE. IN ADDITION, THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION ELEMENTS PROVIDED THAT THE REQUIRED COMPRESSIVE STRENGTH IS ACHIEVED. PRE-QUALIFIED WELDING PROCEDURES SHALL BE USED. ABBREVIATIONS NAdSC�uEwAMte EFFECT'S TO ADDITIONAL CEMENTING MATERIALS, SUCH AS FLYASH, SLAG AND SILICA FUME, MAY ® AT JG JOIST GIRDER AOLTSAN THREADED lecLRD/3 � SEQUENCE WHICH LIMITS DEFLE=CTION, TEMPERATURE AND SHRINKAGE +TWO x MANMANUFACTURE"CERTIFIED TM BOLTS MIO THREAD®R0o6 NBC IRFD 10 r I W _ AN ACCEPTABLE LEVEL TO THE OWNER. BE USED TO REPLACE UP'TO 20%OF THE CEMENT CONTENT, PROVIDED THAT THE SAWN LUMBER: L OR ANG ANGLE JST JOIST FILIMALER ER 64 VERIFICATION -- - -� -- W MIX STRENGTH IS SUBSTANTIATED BY TEST DATA. A WATER-REDUCING ADMIXTURE SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DES IGN SPECIFICATION, 2001 CL CENTERLINE JT JOINT FlLLRIMETNJf z wr+LIFN:TURERacetTwwEDTFBta�oRTs Z M C494, USED IN ACCORDANCE WITH 'THE MANUFACTURERS' EDITION. SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION DIA OR DIAMETER L LINTEL VERIFv iDUSEOFPROPERVWWS x COPY OFV&LDwoPROCEDURE SPEaFICATIONS THE CONTRACTOR SHAI.t.COOvtDINATE CODE-REQUIRED SEISMIC RESTRAINT "OR CONFORMING TO AST MECHANICAL AND ELECTRICAL EQUIPMENT, PIPING, DUCTS AND U"fHCR M.t.F . .�='MS. RECOMMENDATIONS, SHALL BE INCORPORATED IN CONCRETE OL:SIGy MIXES. BUREAU OR WESTERN WOOD P.^.ODUCTS ASSOCIATION GRADING RULES. LUMBER * POUND/NUMBER LBS POUNDS A x COPY oFOUKIRCAT1ONCARDS THIS BRACING MAY CONFORM TO"SMACNA'OR ANY CODE-COMPLIANT STANDARD. CONCRETE MIXES FOR EXTERIOR HORIZONTAL SURF=ACES EXPOSED TO WEATHER SHALL BE THE SPECIES AND GRADE NO BELOW(UNLESS NOTED OTHERWISE IN AB ANCHOR BOLT LIW LOAD INDICATOR WASHER +7a.a.1 AwsDt 1 sEcnOHIe -- ALTERNATIVELe' THE BRACING MAY BE ENGINEERED BY OTHERS. SHALL CONTAIN A 5% + 1% (BY VOLUME)AIR-ENTRAINING AGENT, CONFORMING TO THE DRAWINGS).- ALUM ALUMINUM LLH LONG LEG HORIZONTAL 604ME ASSFILLETLETVRIL x 3 ASTM C260. ALT ALTERNATE LLV LONG LEG VERTICAL R THAR,r x_ _ W Fls(PS I) OXI MATE LONG LONGITUDINAL trrloLE PAN RLLtT vlciDll LpBa RETAINING WALLS WHICH TIE TO UPPER SLABS SHALL NOT BE BACKFILLED UNTIL THE APPRO)<. APPROXIMATE SUPPORTING DIAPHRAGMS ABOVE REACH THEIR 28 DAY CONCRETE COMPRESSIVE THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS,ALONG WITH TEST DATA USE GRADE (BASE VALUE) ARCH ARCHITECTURAL LSH LONG SLOTTED HOLE TMANO"E°UK'°6"e- x STRENGTH UNLESS ADEQUATE WALL BRACING IS DESIGNED AND CONSTRUCTED. AS REQUIRED, A MINIMUM OF 14 DAYS PRIOR TO PLACING CONCRETE. THIS MIX - - BC BOTTOM CHORD MAX MAXIMUM Rcac ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED. DESIGN SHALL DEFINE THE DURABILITY ASPECTS OF THE CONCRETE, TAKING INTO WALL S fUDS �� BRD OR BD BOARD MB MACHINE BOLT WJCI TIGHT H IGIH STRENGTH BOLT STPUCTURK JOINTS X ALL COHWECTIONFiNBUKL'/w5PEC1ID THE CONTRACTOR SHALL NOTIFY THE A/E OF ANY DISCREPANCIES FROM ACCOUNT ABRASION RESISTANCE, FREEZE-THAW RESISTANCE AND PERMEABILITY. 2"TO 4"THICK, 2"AND WIDER DOUGLAS FIR STlJO 700 BLDG BUILDING MC MISC CHANNEL weTKLATIDN IxSMIOAaBOLT 903 UNLESS NOTED OTHERWISE,ALL CONCRETE SHALL BE DESIGNED FOR MODERATE -- ------ CONDITIONS SHOWN ON THE DRAWINGS. BLK BLOCK MECH MECHANICAL_ �T'flN0 EXPOSURE. CONCRETE USED IN ELEVATED SLABS SHALL HAVE A M AIMUM JOISTS, PLANKING,AND BLOCKING BLKG BLOCKING MEZZ MEZZANINE _ POST NOTALLMDOONd�------ 0115 FIELD-MODIFIED OR FIELD-ENGINEERED DETAILS SHALL BE DESIGNED AND STAMPED SHRINKAGE_ OF 0.040%AT 28 DAYS MR ASTM C157. CONCRETE SLUMP (AT POINT OF 2"TO 4"THICK, 2"AND WIDER DOUGLAS FIR-LARCH NO. 2 900 BM BEAM MFG MANUFACTURER sPEE,TYK NDDIIAWPONS.HOLEDIANCHORPRo)ucT BY A LICENSED STRUCTURAL. ENGINEER AND SUBMITTED TO THE A/E FOR APPROVAL PLACEMENT)SHALL NOT EXCEED 5"UNLESS CLEARLY SHOWN BY SUPPLIER THAT MIX BOS BOTTOM OF STEEL MIN MINIMUM NAIVE,TYPE•IWDOM ULLBITS►IOLEDM6I910f1b 97W 12 ICC EVALUATION GOMFLYWCE YIrTH DiW.BTT REOEJNEM@JTB, PRIOR TO START OF THE WORK. ALL WORK DESIGNED BY OTHERS SHALL BE BY A WILL MEET OR EXCEED/ALL. PREVIOUSLY STATED`CRITERIA. WALL PLATES & NAILEFRS BOT BOTTOM MISC MISCELLANEOUS �"srxL'4T10N na199 a�aaT x EAMACLEANuwEseaTHEHaEA+IDM+cHIN OR,A°HEs+ve STRUCTURAL ENGINEER LICENSED IN THE STATE IN WHICH THE PROJECT IS 2"TO 4"THICK, 2"AND WIDER DOUGLAS FIR-LARCH NO. 2 900 BRC BRACING MTL OR MET METAL ANCHOR ED NT,^WTIGHTE�GTORO roN. ANCHOR ereEOMeFr,AND TIGHTENING TORQUE LOCATED. SLEEVES, OPENINGS, CONDUPT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE BRG BEARING NO OR# NUMBER STRUCTURAL DRAWINGS SHALL OF APPROVED BY THE STRUCTURAL ENGINEER BEAMS/STRINGE=RS DOUGLAS FIR-LARCH NO. 1 1360 wot>� �_. 15TWI� BETWEEN NTS NOT TO SCALE FAea1CA71DN(FPREFN;1acATED OEOTECHNiCAL CRITERIA: BEFORE POURING. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN BUR BUILT-UP ROOFING OC ON CENTER STIMJc1ElItKElE1+ENTs ' � x R�sltowePECnaIOFFN;IRICATOr+REwIRaIENre PROPER NICAL OE AND BACKFILL WORK Al' SLABS AND WALLS SHALL BE OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL POSTS DOUGLAS FIR-LARCH NO. 1 1200 CC CENTER TO CENTER OD OUTSIDE DIAMETER MOTERiAL -iIFICAT'°"°F CONDUCTED IN ORDER TO MINIMIZE SETTLEMENT, CRACKING,EARTH PRESSURE AND NOT BE SPACED '.;_0S7R THAN THREE FDLAMI-TERS ON CENTER. PROVIDE 314" CJ CONTROL JOINT OF OUTSIDE FACE FOR R DIAPHRAGM PANEL-5ADS EAR xt•) - - 0 l S UNLESS NOTED OTHERWISE. ALL WOOD FRAMING SHALL BE. TREATED WHEN IN CONTACT WITH CONCRETE OR VAILL8 PTHEDSNIILING- 0 WATER INFILTRATION AT THE STRUCTURE. THE CONTRACTOR SHALL.COORDINATE CHAMFERS ON ALL EXPOSED CONCRETE EDGES CMII CONE. MASONRY UNITS OPNG OPENING IS1AR"�"""-1N°`4 +Tae+ ALL TEMPORARY SITE-RELATED ISSUES WITH THE GEOTECHNICAL ENGINEER FOR WHERE NEW CONCRETE IS PLACED DIREC(LY AGAINST EXISTING CONCRETE,THE MASONRY UNLESS AN APPROVED BARRIER IS PROVIDED. IN ADDITION, TREAT ALL CLG CEILING OPP OPPOSITE DIAPI-CATX]f1OF HEAR Vi SEAT .,APIIRADMMIDSHENlINY.L xtS) CIO (� REVIEW AND APPROVAL. WHERE REQUIRED, BOTTOM OF FOOTING SHALL STEP AT A EXISTING CONCRETE SL I.3FACE SHALL BE ROUGHENED TO APPROXIMATELY AT 1/4" WOOD FRAMING EXPOSED TO SOIL, MOI:;TURE OR WEATHER. AT EXPOSED CLR CLEAR PL PLATE PMELEDDESWTHEDGE NAILING RATIO OF 2:1 'HORIZMERT WIT A MAXIMUM STEP OF 7-0". AMPLITUDE AND RECEIVE AN EPDXY BONDING AGENT(PER THE MANUFACTURER'S CONDITIONS WI'".H TREATED WOOD, CONNECTORS SHALL BE GALVANIZED AS PER CNTR CENTER PLYW PLYWOOC r UM CD < ` ) SPECIAL IN9PECTIONa APPLr TO HaDOW1 ANCHOR RECOMMENDATIONS)PRIOR TO CASTING OF THE NEW CONCRETE. THE MANUFA.CTUPER'S RECOMMENDATIONS AND SHALL TAKE INTO ACCOUNT THE COL COLUMN PJF PRE FORMED JOINT FILLER Pr1ET°ABRK7ATE�WOOCSHEAR +703./ ICC RFPOREVALUATION x AND PLACEMENT,INCLUDING EMBEDMENTLEW3TH, CHEMICAL TREATMENT USED IN THE WOOD. AS A MINIMUM, 16 GAGE OR THINNER PN4F1a +7x+9.3 REPORT 8,�AND EDGEDISTNICE ui -J ESTIMATED DESIGN CRITERIA: CONE CONCRETE PA POWDER ACTUATED CE CONCRETE REMIFORCIN3 STEEL_: CONNECTC+RS SHALL RECEIVE A G-185 ZINC COATING,AND 14 GAGE OR THICKER CONN CONNECTION PAIL PANEL �QURED TEBTNaIorSPECYIL waPECTaNs CC _ _ LOADS) IiE1NFOF'CIN::' STEEL SHALL CONFORM Nt=ORA TO ASTMA,615, INCLUDING Sl,GRADE 60,FOR CONNECTORS SHALL RECEIVE A POST HOT-DIP GALVANIZING OF G-lE'S. ALL - CONST CONSTRUCTION PF:OJ PROJECTION Tt•nNa � O ALLOWABLE SOIL BEARING CAPACITY = 1500 PSF(GRAVITY L ) ALLOWABLE SOIL-BEARING CAPACITY = 1995 PSF (GRAVITY+LITERAL LOADS) DEFORMED BARS AND AS)M A185 FOR SMOOTH WELDED WIRE FABRIC (WWF), FASTENER MATERIAL USED SHALL. MATCH THE MATERIAL USED IN THE CONNECTOR. �1A6�"Of M"''� �cOooE 000easTAwAao a " cTEEL TO BE WELDED SHALL_ CONFORM AT INTERIOR CONDITIONS WITH NON-TREATED WOOD, CONNECTORS SHALL BE CONT CONTINUOUS PSF POUNDS/SQUARE FOOT w�nlJSlcro - FROST DEPTH = 18' UNLESS OTHERWISE NOTED. P.EINFOR!;INU CS COUNTERSINK PSI POUNDS/SQUARE INCH PASSIVE SOIL RESISTANCE = 100 PSF TO ASTM A706. COLUMN SPIRALS SHALT. BE PLAIN OR DEFORMED BARS CONFORMING GALVANIZED WIT4 A MINIMUM OF Cr90. CTRD CENTERED PT PRESSURE TREADED °°�M Cn 0 COEFFICIENT OF FRICTIONAL RESISTANCE=0.35 TO ASTM A615,GRADE.60. REINFORC114G STEEL IN BOUNDARY ELEMENTS SWr.LL DBL W DOUBLE R RISER/RADIUS CONCRETE STRENGTH _- 'IeT"'C90 Q M TO ASTM A706. MILL CERTS SHALL BE SUBMITTED FOR APPROVAL PRIOR FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED DIA :31AMETER RD ROOF DRAIN CCW-F,9-71E SLUMP 17044 _A6TMC113 EACH 150 C;NORLEWTHAN � � BRACED RETAINING WALL a 55 PCF CONFORM -------- CANTILEVER RETAINING WALL-35 PCF TO FABRICATION OF THE REINFORCING. HOOKS TO BE STANDARD RCI LENGTHS. BY SIMPSON COMPANY (OR APPROVED EQUAL)AND OF -i HE SIZE AND TYPE SHOWN _ EACHWW����� DIAD DIAGONAL REF OR RL=: REFkRLNCE CONCRETE AIRCOFFTflIT '�° � ABTML'2�+ WMLLPLACEDEA(:HDAr co MODULUS OF SUBGRADE REACTION=300 KCF REFER TO-fI:E DRAWINGS FOR REBAR SPLICE LENGTH SCHEDULE, REINFORCING ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BE SIMPSON HU OR SIZE DIM DIMENSION REINF REINFORCING CONCRETE TEMPERATURE ABTMCt0e4 z >_ STEEL~HALL. BE SECURELY TIED IN PLACE WITH#16 ANNEALED IRON WIRE OR REBAR RECOMMENDED FOR MEMBER. ALL FRAMING NAILS SHALL BE COMMON NAILS AND DWL DOWEL REGI REQUIRED •� °d IM DESIGN LOADING CRRERIA : POST TIONERS. REBAR SHALL NOT BE BENT TO DISPLACED IN ANY MANNER WITHOUT SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE DRAWINGS (BOX NAILS EA EACH REV REVISION -- _ I C TI ED ON THE STRENGTH AND DEFLECTION AMROVAL BY THE STRUCTURAL ENGINEER. SHALL NOT BE USED). NAILING NOT SHOWN SHALL BE A5 INDICATED ON IBC TABLE � � aPECIFILORALJ INT EACHIC,LLW H.GR F -i LTJ THE STRUCTURAL DESIGN WAS BAS EB ERECTION BOLT RTNS RETIJRNa PRE•14aTKLKTION vERIFlCArION aF � LU � THE STRUCTURAL OF THE INTERNATIONAL BUILDING CODE. IN ADDITION TO THE DEAD LOAD - 2304.9.1. CUTTING AND NOTCHING OF JOIST'S AND STUDS SHALL CONFORM TO THE PRETENMONEDHIGHSTRENGTH 1704391 USNG LORAL R ANDL T3 TOBErAFnINTIE, EF EACH FACE SHT SHEET sats MW BOL UswGA5TMA92soR ANDLDTTOBEusEOWTHE I- OF THE STRUCTURE, THE FOLLOWING LOADS WERE USED FOR DESIGN: BARS 114 ?TEAMS AND SLABS' SHALL BE SUPPORTED ON WELL CURED CONCRETE IBS;. E.1 EXPANSION JOINT' SHTHG SHEATHING SEi,'FKM b �K � O � BLOCKS OR APPROVED METAL CHAIRS,AS SPECIFIED BY T►.E CRSI MANUAL. JF• EL ELEVATION SIM SIMILAR REQUIRED SPECIAL INSPECTIONS for SEISMIC RESISTANCE = W STANDARD PRACTICE, MSP-1. REINFORCING STEEL SHALL BE DETAILED IN WOOD SHEATHING: z GRAVITY: - T THE REQUIREMENTS OF "U.S. PRODUCT EQ EQUAL SPEC SPECIFICATION tMSP�ctroN � O aCCORDAN%LE WITH THF "LCI MANUAL OF STANDARD PRACTICE FCR DETAILING SHEATHING PANELS SHALL CONFORM O O ES EACH SIDE SO SQUARE SYSTMorMATIPMIscaooe aoDE..sTANDwm rasOu�ICY a n ROOF 26 PSF SNOW(PLUS SNOW DRIFT ON PLANS) REINFORCED CONCRETE STRUCTURES 'ACI 315. SHOP DRAWINGS SHALL INrtUDE STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD"OR APA PRP-108 EXIST EXISTING S � CORRIDORS, STAIRS 100 PSF LIVE ELEVATIONS OF-yLk BEAMS AND CO0-JMNS SHOWING BAR LOCATIONS. LAP ALEXP EXPANSION S .L PERFORMANCE STANDARDS. UNLESS NOTED, PANELS SHALL BE APA RATED S SHORT L.EG OUTSTANDING �,I,,,,,,, S STAINLESS STEEI.. trcc PUBLIC ROOMS 100 PSF LIVE REINFORCING RAPS AS FtF(2ULF'.ED IN THE DRAWINGS, EXCEPT AS NOTED. PROVIDE SHEATHING, EXPOSURE 1, OF THE THICKNESS AND :IRAN RATING SHOWN ON THE EXT EXTERIOR SSH SHORT SLOTTED HOLE Igym» xte) Mw4UFACTUREasCErITIFICATEOFcaMPLIN4CE PRIVATE ROOMS 40 PSF CORNER BARS(MATCHING SIZE AND SPACING)FOR ALL HORIZONTAL FEARS IN DRAWINGS COMPONENT CER7IFlCATESOF CL CL EW EACH WAY STIFF STIFFENER PLATE coMPL-"'� 17oe6 REPORTS O rl MISCELLANEOUS SEE PLAN FOR LOADING AND LOCATIONS FOOTINGS. FPIPIHIG>3- xI T D - SHEATHING INSTALLATION SHALL LIE IN CONFORMANCE WITH APA EXP. BOLT EXPANSION BOLT STD STANDARD wALLATIONO FD FLOOR DRAIN STL STEEL - acTTM�►L - Z a I RECOMMENDATIONS. ALLOW 1/8"SPACING AT PANEL ENDS AND EDGES, UNLESS 170772MANUFACTURERSCFRTIF1CArEOFCOMPLIANCE LATERAL: MINIMUM CONCRETE COVER FOR REINFO. CING STET _ (U.N.O. ON THE PLANS): FLG FLANGE STRUCT STRUCTURAL COMPCX4EIITCFRTIFlCAII soF 170773 x(•) REPORTS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER, FLR FLOOR T&B TOP AND BOTTOM CIDIMPLIA"C _ +7OA3 C/7 SEISMIC CRITERIA. A.CAST AGAINS I EARTH........... ......... ................ .........3"CLEAR FND FOUNDATION TC TOP CHORD ANCFIMA EOFOTHFR - x(U 3LUE LAMINATED MEMBERS : FOB FACE OF BUILDING THK THICKNESS ELecTa'cK eoI"rMErrr W000 D SITE CLASS=D B.CAST AGAINST FORM-0ANDEXPOSED TO WEATHER GLUED LAMINATED MEMBERS SHALL. lac FABRICATED IN CONFORMANCE WITH U.S. FOM FACE Of' MASONRY THRD THREADED SEISMIC USE GROUP- 11 -NO. 6 AND LARGER............. ... . ...............................2"CLEAT: PRODUCT STANDARD PS 56, "STRUC i URAL GLUED LAMINATED TIMBER"AND FOP FACE OF PLATE TJ TRUSS .101ST SHEAR WILL aE?W--NTS x _ SEISMIC DESIGN CATEGORY=D -NO. 5 9, 4D SMALLER.................. .........................1.1/2"CLEAR AMERICAN INSTITUTE. OF TIMBER. CONSTRUCTION, AITC 117. EACH MEMBER SHALL FOS FACE OF STUD TOC TOP OF CONCRETE SEISMIC IMPORTANCE FACTOR s 1.00 BEAR AN AITC OR APA-EWS IDENTIFICATION MARK AND BE ACCOHPANIEO BY A CHORD iIONaFCTORS,BRACM 17o7J Sts= 1.05LJg S1 =0.3678 SDS=0.760 SDI =0.408 C. NOT EXPOSED TO EARTH OR WEATHER CERTIFICATE OF CONFORMANCE. ONE COAT OF END SEALER SHALL BE APPLIED FOW FACE OF WALL TOG TOP OF GRATIIJG AN SHEAR HEA CILLlANCaORAG NO. % KLcoNHIECTIONuVIS7JALLrwsPECTED FR FRAME TOF TOP OF FOOTING I'NOaHFrwwN.lAHCHORAGEANO �I'1,..�T Tl SEISMIC RESISTING SYSTEM: LIGHT FRAME,OTHER (R s 2, 0 a 2) - SLAP, W/A.113, AND JC ISTS......................... ..........3/4"CLEAR VISUALLYIMMEDIATGR DE ER TRIMMING IN EITHER SHOP AL FIELD. BEAMS SHALL BE HaDo�ls ANALYSIS METHOD=EQUIVALENT METHOD - BEAMS ANL'COLUMNS-PRIMARY REINFORCING, VISUALLY GRADED WESTERN SPECIES INDUSTRIAL_ GRADE AND OF THE STRENGTH � FEET/POUT TOJ TOP OF JOIST REQUIRED TFSTINotor SEISMIC RESISTANCE SPECIAL INSPECTIONS PROJECT TITS, ?TII'2RIJP5 AND 4PIkAl.TIES.....................1�-112"CLEAR INDICATED BELOW: GA FOOTING TOM TOP OF MASONRY TTIrNo INFORMATION GAGE TOP TOP OF PARAPET WIND CRITERIA: GALV GALVANIZED TOS TOP OF STEEL ani°'"��� ��� OODca sTnralrlD COMBINATION P-MMM BASIC WIND SPEED= 80 MPH(1998 OSSC) REINFORCING STEEL PLACING TOLERANCE: SYMBOL SPECIES USE GB/GYP BD GYPSUM BOARD 'TOW TOP OF WALL- � ~ CAL NO_ - J - A - - -- ------ -- GL GLUE-LAMINATED TYP TYPICAL *� WINO IMPORTANCE FACTOR= 1.00 PLUS OR MINUS 1/4"(TYPICAL) GRD GRADE UBC UNIFORM BUILDING CODE COMPONENT TESTINGINCLUDINC) DATE: x/21/01 EXPOSURE =B -FLUS OR MINUS 1/2"t-OR TOP BARS IN MEMBERS K40RE THAN 8"IN DEPTH 24F V4 DF/UF (SIMPLE SPAN) GRTG GRATING LINO UNLESS NOTED OTHERWISE MOUWM sy-TEW OR 1706s I•) 24F -V8 DF/DF (CONT. OR CANT.) GC GENERAL CONTRACTOR VERT VERTICAL ANC"AGEFCERTIRCATESOr DRAWN: EMD/GLC COMPLIYIrE ARE NOT AVAILABLE SHOP DRAWOM: CONCRETPE WALL_'REINFOF:CINO(U.N.O.W THE DRAWINGS) GYP GYPSUM WD WOOD SHOP DRAWINGS SHALL BE SUBMITTED TO 1H A/E PRIOR TO FABRICATION AND GLUCAN HANGERS NOT SHOWN SHALL BE SIMPSON EG. COLUMNS SHALL BE HD HOEDOWN W/O WITHOUT (•►P"I°dfoipi"'I'"'w"*°"`^""""""ndrmin0eb.e.Mnwl�r..ew�v�•�+•l (.CHECKED: D8 CONSTRUCTION REGARDING FOR THE FOLLOWING ITEMS: WALL THICKNESS VERTICAL BARS HORIZONTAL BARS LOCATION VISUALLY GRADED WESTERN SPECIES INDUSTRIAL GRADE WITH COMBINATION (b)S•leceaabbemodebythed•slpnpnAmOxiNbn•JonbulWlnpoN"pory.ndMeagnmaoxxWo0� HDR HEADE=R WP WEATHERPROOFIWORK FILE: Arab21.41m1 - SYMBOL 3. ADHESIVE SHALL BE WET-USE FXTERIOR WATERPROOF GLUE. PRoof�I ep-0TfaTp: • CONCRETE MIX DESIGN 8" #4 12"O.C. #4 12"7.0 (� CTL Of WALL` HGR HANGER POINT 1 THE SPECIAL/4SPECTOR SWILL BEA WAL.IFED PERSON wHD 8H1ALL DEMONSTRATE ODMPETENC> TO THE SATISFACT0.)N OF THE HORIZ HORIZONTAL WT WEIGHT SULDNG OFFCUAL,FOR INSPECTION OF THE PARTICULAR TYPE OF OONSTM_,TION OR OPERATION REOURNG SPECIAL INSPECTION REVISIONS: • CONCRETE REINFORCEMENT(WI MILL TEST REPORTS) 8. #5 @ '2"O.0 16 A ii, O.C'. CL OF WALL ?_RE_WkNUFACTIIRED WOOD JOISTS_: HSB HIGH STRENGTH BOLTS WWF OR WWR WELDED WIRE FABRIC • STRUCTURAL STEEL (W1 MILL-TEST REPORTS) 10" #4 16"O.0 ti @ 1W C?.0. (I$ EACH FACE PRE MANUFAr TURED WOOD JOISTS SHALL BE OF THE SIZE AND TYPE SHOWN ON THE 2. PRIOR TO THE BEGIM7NC30F CJONSiRL1CT10N,THE OONTRACTUR FHM CALL A PRVV 71-CS SPECIAL i MEETING RF THE MENTSECT• HT/HOT HEIGHT ENGINEER BULDN3 OFFICIAI_C(NMACTOR AND SPECIAL NSPCICTORS TO REVkIIV THE SPECxAL INSPECTION RF:QUREMENTS PRE-MANUFACTURED TRUSSES 12" #4 IF 12"O.C. #4 t? �2"G C. EACH FACE DRAWINGS, MANUFACTURED BY THE TRUS-JOIST CORPORATION, OR BE AN ID INSIDE DIAMETER APPROVED E=OIJAI PROVIDE BRIDGING IN CONFORMANCE WITH THE IN INCH 3 ALL SPECIAL NSPECTIDN NOT LYtF NED N TABLE ABCT�E SWILL BE AS HfOUREDBY CHAPTER 17 OF TIE 20fTJ(BC SHOP DRAWINGS SHALL BE SUBMITTED IN A TIMELY FASHION TO THE A/E FOR AT OPENINGS, PROVIDE A MINIMUM OF (2)#5 BARS AT ALL SIDES, AND EXTEND THESE INAANUFNCTURER'a RECOMMENDATIONS. JOISTS AND BRIDGING SHALL BE CAPABLE INFO INFORMATION 4.DOTES OF THE SPECIAL NSPFCTOR NCLLKJE,BUT AHE NO .IMTTED TO APPROVAL_, ALLOWING 14 DAYS FOR REVIEW AND COORDINATION. IF THE SHOP BARS A MINIMUM OF 7-0" FAST TETE OPENING. PROVIDE (1)#5 BAR FOR OF RESISTING THE WIND UPLIFT NOTED ON THE DRAWINGS. THE JOIST INT INTERIOR A. AGICNOWLFUGE?FIE SPEt'IAL N9PECT10N PROGRAM:".i FD THE SPECIAL NSPFCTION AND TESTING AGREEMENT,PRQNLLD BY CITY OF DRAWINGS REVISE THE DESIGN AS SHOWN IN THE STRUCTURAL DRAWINGS,THEN SINGLE-L AlYER REINFORCING AND (1)#5 BARS FOR D:A.IBLE-LAY':R REINFORCING, MANUI ACIORER SHALL VISIT JOB SITE AS REQUIRED AND VERIFY THE PROPER WMRD THE REVISIONS SHALL BE DESIGNED AND STAMPED BY AI ICENSED STRUCTURAL 4'-0"LONG, DINGONAI_LY AT FACH CORNER OF ALL OPENINGS. SLAB BARS SHALL BE INSTALLATION OF JOISTS IN WRITING TO THE ENGINEER PRE_ MANUFACTURED WOOD ENGINEER AND SUBMITTED TO THE A/E FOR APPROVAL. HOOKED INTO WALLS, OR HOOKED DOWELS SHALL BE PROVIDED TO MATCH SLAB JOIST ALTERNATES WILL LTE CONSIDERED, PROVIDED THE ALTERNATE IS COMPATIBLE B TLE SPECIAL N9PECIHA SWILL OBSERVE THE .IMMEDIATE FOR CONFORMANCE WITH THEAPPRORF PERMIT PLANS AND SPECFI(/ATKIfJ+ ALL[7+9CFiE�ANCES SHALL BE BROUGHT TO THE WMEUIATE ATTENiiON OF 711E CONTRACTOR FOR OORRECTTON,THEN,F REINFORCING. PROVIDE (21#4, 4'-0- LONG BARS DIAGONALLY AT EACH RE-ENTRANT WITH THE LOAD CAPACITY, DIMENSIONAL., A14D FIRE RATING REQUIREMENTS OF THE LNCOWFCTED,TO THE ENGINEER AND To Tt-E BUFLNG OFFICIAL. NOTE DimT THIS ALSO NCLUDFS ITEMS DESIGNED BY OTHERS, DEFERRED SUSMITTAL-S: CORNER IN SLABS. PROVIDE HOOKED DOWELS FROM FOOTINGS TO MATCH PROJECT, AND IS ICC-E..APPROVED (SEE DE-FEWEDSUBMITTALS) DEFERRED SUBMITTALS ARE ITEMS DESIGNED BY OTHERS. SUBMITTALS SHALL VERTICAL WALL REINFORCING SIZE AND SPACING. PROVIDE HOF;IZONTAL CORNER C THE SPECIAL INSPECTOR SHALL FLRNISH 14SPECTION REPORrb FOR EACH INSPECTION TO THE DULDNG OFFICIAL.ARCHITECT, INCLUDE SHOP DRAWINGS AND CALCULATIONS FOR THE DESIGN AND FABRICATION BARS TO MATCH A..L HORIZONTAL REINFORCING AND EXTEND"THESE BARS 2'-0"PAST PRE MANUFACTURED_WOOD ROOF_TRUSS SYSTEM_: ENGINEER OCINTRACTORAND(OTHER DESIGNATED PARTES), NA TIMELY MANNER,AS ESTABLISHED AT THE PRE-CONSTRUCTION (rl AFOI,AN ASSOCIATES INC. OF ITEMS, AND THEY SHALL BE STAMPED BY A LICENSED STRUCTURAL ENC:INEER EACH CORNER. DESIGN OF PRE MANUFACTURED WOOD ROOF TRUSSES SHALL 3E THE MEETING OC 2006, ALL RWTS RESERVED AND SUBMITTED TO THE AJE FOR APPROVAL, SUBMITTALS SHALL BE MADE'TO THE CONTRACTOR'S RESPONSIBILITY. DESIGN SHALL CONFORM TO THE IBC AND THE D INSPECTION FOR PREFA13RICATEDCDNSTRMI"SWILL BE THE SAME AS FOR THE MATFRIAL USED AS F THE OONSTRUCTRTN TOOK C PLACE ON THE SITE CIOr4TINU0Ua INSPECTION VIA!L NOT BE RECIURED DURING PREFABRICATION F THE FACLRY IS PRELERTFED THESE DRAWING9 ARE THE PROPERTY A/E FOR APPROVAL A MINIMUM OF 14 DAYS PRIOR TO FABRICATION. CALCULATIONS CONCRETE ACCESSORIES : RECOMMENDATION.. OF THE TRUSS PLATE INSTITUTE, INCORPORATED. IN ADDITION OF AFGHAN ASSOCIATES INC. AND ARE SHALL INCLUDE REVIEW OF LOCAL STRESSES ON STRUCTURAL ELEMENTS DUE TO EXPANSION BOLTS SHALL BE HILTI KWIK BOLT-3 OR APPROVED WITH EQUIVALENT TO SELF WEIGHT AND I DADS INDICATED ON THE PLANS, THE. PRE MANUFACTURED ANpPROrJES EVIDENCE OF COMPLIANCE NOT MA BE USED OR REPRODUCED Nr THE SELECTED CONNECTION. ADDITIONALLY, CALCULATIONS AND DRAWINGS SHALL. ICC-ES.ALLOWABLE TENSION AND SHEAR VALUES. WOOD ROOF TRUSS SYSTEM SMALL BE DESIGNED TO RESIST THE MINIMUM LIVE AND ANY MANNER, EXCEPT WITH THE PRIOR CLEARLY INDICATE THE LOADS IMPOSED UPON THE STRUCTURAL SUPPORT FRAMING. DEAD LOADS INDICATED ON PLANS. E THE SPECIAL ND WHP P SHALL WCRK S FINAL REPORT STATING HE APPROVED THE WORK RE LAMS AND INSPECTION ANO THE WRITTEN PERMISSION OF AF(r?IIAN INSPECTED,AND WHEiI-IFR THE WORK SIN OUAFORMANGE WmT THE APPROVED PEF„Alf PLANS AIS 9PECFK'.ATX7N.4AHDTHE A990CUTES INC. APPLIGIBLE WORKMANSHIP PROVISIONS OF THE BC DEFERRED SUBMITTALS ITEMS INCLUDE THE FOLLOWING: PEQMANFNTI_Y EXPOSED EMBEDDED PLATES AND ANGLES SHALL RE HOT-DIPPED, SHEET -.:J GALVANIZED AFTER FABRICATION, UNLESS OTHERWISE NOTED. NO LOADS OR TRUSSES SHALL BE DESIGNED TO SUPPORT THE SNOW/DRIFT LOADING IDENTIFIED • GLAZING SYSTEMS AND THEIR ATTACHMENT TO STRUCTURE WELDS SHALL BE PLACED ON EMBEDDED PLATES OR ANC::LES FOR A MINIMUM OF 7 ON THE DRAWINGS IN ADDITION TO THE BASIC SNOW LOAD. s. DUNES o1'NTE rECIAAr,TOR CTORINCILLT T THE NOT IS READY TO • ELECTRICAL AND MECHANICAL COMPONENT ANCHORAGE DAYS AFTER CASTING. A N07F1 THE SPECIAL INSPECTOR THAT THE woRx IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE SUCH NSPEC?IDN MANUFACTURER SHALL DESIGN AND FURNISH ALL WOOD FRAMING CONNECTIONS0 B ALL WC)Fil:REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND E16'C76ED UNTIL IT HAS BEEN C BSEITVED AND NDICAIED INSPECTION/TESTINl3/STRUCTURAL OBSERVATION EPDXY ADHESIVE: NECESSARY TO TRANSMIT DESIGN LOADS, INCLUDING SEISMIC AND WIND LOADS,TO TO ETF N OCNFORMANCE BY THE SPECIAL NSPFCTDRAND APPROVED BY THE BULDNG OFFC AL REFER TO THE ATTACHED TABLES FOR QUALITY ASSURANCE REQUIREMENTS AND APPRO'., EPDXY ADHESIVES ARE HILTI HY-150, SIMPSON SET AND l INITEX PROPDXY THE BEARING AND SHEAR WALL SUPPORTS. MANUFACTURER SHALT_ PROVIDE C PROVICE THE SPECIAL INSPECTOR VVIIH ACCESS TO APPROVED PERMIT PLANS AND SPECIFICATIONS AT THF'JOB SITE OBSERVATION SCHEDULING. 300(CA EQUAL)TO BE USED WITH A36 THREADED RODS, U.N.O. EMBEDMENT BRIDGING AS REQUIRED. MANUFACTURER SHALL VISIT THE JOB SITE AS REQUIRED � REQUIREMENT AND CAPACITIES ARE BASED ON THE ICC-EC REPORT,AND ALL TO VERIFY PROPER INSTALLATION OF TRUSSES. D MAINTAIN AT THE JOB SITE COPIES OF ALL REPORTS SUBMITTFORY THE SPECIAL INSPECTOR SUBSTITUTIONS SHALL MEET THESE VALUES. EPDXIED RODS AND BARS SHALL BE 6 DEFTNITKM INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S GUIDELINES. SPECIAL A.IS REQUIRED. EXPOSED ANCHORS SHALL BE STAINLESS STEEL. A. wNTINuous INSPECTION MEANS THAT THE SPECIAL N5'I'ECTDR is ON SrTE AT ALL TIMES oesERVNCG THE WORK REQUIRING SPE(XAL 3D O Oil OF 10, INSPECTION. B. PERIODIC NBPECTTON MEANS?HNT TIE sPECI1'.WgKC"TDR 19 ON srrE PT TIME INTERVALS MMS13ARY TO a RM THAT THE JOB NUMBER: WOW REQUIRING SPECIAL N9PECTI N SIN CLO FORMANCE WITH APPROVED PERMIT PLANS AND SPECF,CfiTK)N8. A06214 .. . • ,. _.. Mme- :.: ,."u "�. ,.�.. ....t ' '�:-,` �-e F�! III t11 r1L III Tri ;fit 1 1r1 IST 111'111 III �f"�'�` T Rji .�....,� fil Li I �� II�I l�II�I I�I1111 11111 11l�L�IIIIII1l 8I I 9� I sol_ I �_11 lZ . -- .we.> .i No. 36 "Tr";wia.. low;ta4 aw TF £ 8z8z LZ 9z t Zt It t . 1111 Illl�llll Ill�llll.Illl�llll Ulllllll 11111111 llll�llJllllll��il�ltll.11L111111 llll,llll llll�llJ�llll�llll ll ,�llll Wl�llll UlI Illl�llll�illlllelaldllll��L;llillJ9llllllll S11Il1 " 4 ',r [ t 1 M'y tRVCTUNy G • C D �o � M��,;� M f► I ,Z 4 I / I 66 I I / (2D� z 3 — — :DD) I w z I z - W >i EE NI IN IN cG p DHH ui cr fig \v/f `'� ,i. ,\�'• � �� \, 06 `Y cr Lli ui LL SEE SWEET I r-- ';�• 82.2 p cn = u.1 Z J-' — — o m w 0 CL (5, iLt 3: •� U) FOOTING TRANSITIONS AS STEM � WALL DECREASES IN HEIGHT 1 SHEET TITLE 18' THICK x12' WIDE MONO POUR GONG. FTG W/ (2) 04 CONT. ALONG FOUNDATION STOREFRONT SYSTEM BY OTHERS. PLAN G_+--_-_r ..... �_ 3!_ DATE: 3/21/01 _ 2 I -- _ 1 DRAWN: EMO/CLC r- -r��r_-:_aass�a���ars�a -�Lr.�rr.�: •�..:�. ' -^_�v',r;..Sr.� ti�i..�"r:. atrt. J] _ __ _ --Y` ' -f CHECKED: DS ----- -- - - _ - - - --- FILE: A"2142,01 rl-- - REVISIONS: _____�l �_ ___l 2 �FOOTING TRANSITIONS AS STEM WAIL I 10 °O I DECREASES IN HEIGHT 5 I E F ( I 1 (C` AFGHAN A9IGHTS RE ER `� 7000. ALL RIGHTS RESERVED THESE DRfkWINGS ARE THE PROPERTY OF AFGHAN ASSOCIATES INC. AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER. EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF AFGHAN ASSOCIATES INC. SHEET ■ FOUNDATION PLAN 31 of '39 OF IO 52.1 SCALE- 1/8" ■ I'-m" JOd NUMBER: HORN 406214 J, .'. -r • ..',4r: ,;.:',,...... ,.. • o.a,.. 4 IiHu'Vl�ld'p'M?iS►n1mlRf! ''•R" '. n I p. .. �. .� .: a .',f .r, a:. ..b7Rrty.. ..!1rM:Rg19YSYvr'6$Yr4RlIMI�4lN !roto r�*M,11�. ., .:: .:, •. �, ., _ _ ._ _ _ __ ,* . ,.,a,7,... d�` 7 crMi!L0�11�1'6 [� f' :,•.< .•. •. ,.. ':. - .... .. _.r,...'..-rw . - .rr.w►-.._,-.r..4n. '1r Tj l? � , M j11jr1`I (T('fI1�T1r1r rlrjjT�rT T 1111 flt 1111111 �tr11[trillillII 1 11prir,1, I $ I I111 1 41�r r� g "N OMM WAN 7 I 8 9 10 ^ 11 12 IN.36 ' IUII WaleO ':i' 1 OrMrIIM,MM. 4. 8 8 L 9 9 ib 8 7all, ��i�u� t ... ' �[ , f•'� _ s .._ u t...,mr..-_ .rr., .. ..-...n ._ ... _ .._ ..ice, .....•....... .r•+.r. ....., , y...... . .. a ai ,... +ie«+,NrRR.+IAI ►w .. _ .r.q y .-.-_•a._ .rw.-•..w•.•.r..._-..+V^a..xen..Y".'uF.W^- rC". .r s _-..._... _... -. _ .... r✓... u. ». • .4 _....a -.f.:.rt,L...u.- -.M•.. ..t -w \0.•. ..•C^'.r„ - . .. ..•.r_. .. - ,._.. ._T•n _ ...._ .. .- __. ,. ... _ + .-•- _ _. .ti..: •er ,.,,,.. yr .. r r_...• •--:c.57.rtsbrrdLa.7-.1L d .. ._.. - ,,. ,....rr > t5 i s A r. SUCTUq,�< A B C C G G O� t AA 2ND FLOOR KEYNOTES: I I I ' I I. EXISTIW;s 1 1/2' CONCKETE TOP1�'ING OVER 3/4' �, PLYWOOD OVER 2x8 JCiOT • I6' Off. (TYP.) Q 2. 4 CONCRETE SLAB ON GRADE W/ 04 W 24 O.C. Be I EA. WAY. EXPI I ( ; 3. 5/0' PLYWD (INDEX 32/16) W/ 10d • 6' O.C. AND I 12' O.0 FIELD OVER 2xb JOIST • 24' O.G. 1 I ► LEGEND: � z � I w DD �„-.--'-'SHEAR WALL MARK W SHEAR WALL LENGTH (MIN.) r z i El HOLDOWN MARK I ; •------HOLDOWN LOCATION Z -- 1 / I , � , 1 I �� FnF SHEAR WALL ,5CHEDULE�•2•�•, MARK SHEATHING' EDGE NAILING MM PL TO RIM RIM 1O TOP PL PLATE/ANCHOR ALLCIW SHEAR(PLF) CONN. BOLT SPACING A 1/2" MIN MUM OR 05B 8D ® G"O.C. I GD ® G'O.C. A35 @ 24'O.C. 2X 1480 O.C. 2GO loe ;, i /r%� , , 112"PLYWD OR 05B I I , t �' B MINIMUM I OD to 3-O.C. NA A35 ® 9 O.C. 2X/ 120 O.G. GOO \ \ 1. USE C"D, C-C 5HFATHING (INDEX 2410 MIN), PLYWOOD PANEL 51DING AND OTHER GRADES COVERED IN STANDARD 23-3. J I � '� ' .• `� • �\•� r IHH USE.,OMMCrJ OR GALVANIZED BQX(HOT-DIPPED OR TUMBLED) NAILP,. PROVIDE FIELD NAILING AT 12'O/C, BLOCKING I— uj AT ALL PANEL EDGE5, AND 2X STUDS AT I G`O/C MINIMUM, kyrcr 2. USE HEM-FIR MIN. PT PLATC5, 3/I GX2X2 PLATE WA5HER5 AT ALL ANCHOR BOLTS,AND 5/8'DIA. STANDARD J-BOLT5 OR d HEADED STUDS(r.IINIMUM EMBEDMENT - 70). PLACE BOLTS 8'TO 1 2"FROM ENDS AND SPACE PER SCHEDULE BETWEEN. OPTION: USE HIL'(I KB NI EXPANSION ANCHORS OR EQUIVALENT AND SPECIAL INSPECTION 15 NOT R1=QUlRFD( 5'MIN. EMBED). ;C :� \ �.• <<,,.:� 3. OPTION TO ELIMINATE A355 IF 5HEATHING 15 LAPI'ED ON RIM AND EDGE NAILED PER WALL BELOW. X (/) 4. STUD FRAMING AT ADJOINING PANEL EDGES TC Br. 3X MINIMUM AND NAILS SHALL BE STAGGERED. W 11J Q HOLDOWN SCHEDULE 06 }- MARK 51MP50N HOLDOWN END 5TUD2 FASTENERS TO ANCHOR BOLT' REMARKS ALLOWION Z J 4x8 HDR / I 5TUD(5) ( ) W UL W G'MIN. STEM WALL Q (/) r , I PHD2-5D53 4X STUD (1 O)5D5 114 x 3' 5/8'DIA. 3610 ♦� W I I , I �' % WIDTH /— _ ' Ig I L ' - I i I -------- z NOTES: (� &4 - --- i I I ; 1. PROVIDE 10"EMBED FOR 5/8'DIAMETER AND USE 51MFWN SET EPDXY WITH SPECIAL INSPECTION. ® 0 MAY USE 55TB►5 PER SIMPSON CATALOG AND INCREASE FOOTING DEPTH FOR REQUIRED EMBrEDMINT. co 2. ED<:E NAIL SHEATHING TO END STUD PER 5HEAR WALL 5CHEDULr_ cc 3. SCE FOOTING SCHEDULE AND DETAILS FOR ADDITIONAL REQUIREMENT5. aLLJ 1 I 11 r---- --------- ----------- 1 -- - -+t----- - � a- ------------ I I � e► � � �1 I � I � � ;n , IL--------- It Tyr. ---� 11 SHEET Tr�L�, I� I B � ' IST FLOOR _ PLAN II -� \v' / T r— — 11 , I I II f - -------------------------------- I li j ". 4i �i i i; in _T_- _- -J I DATE: 3/21/0-1 , I ' I , , �--=t:.;.---- �--, I—t-- C== II 11� r__._ t =__..._—`_.____�1?:�-�_1______.. _.__...�Q--v• ____ ._ __________g I� I I I `.,._/ I �---- -- .-- I I I r, y =-_�iC�n=:--�:._:.air-=x�=�•���r�-�F-;`=�>�11 I DRAWN: EMO/GLC •----- I I I I + -------------- -, �, CHECKED: DS �/ FILE: Am6214202 ; 1 -- --� `-- --------- -TIM --=-------=-a-_ .... Y- .-^-_ _ ' ' " - - `�-'° --. REVISION®: -T - --l- ._I 1 1 --i �•---_-----.__-__ ___----. ________� 5 � I 4x4 POSTE __ TYP. 4 - elm. ; I s �- FTG STEP f LEO �._J SEE 7/54.1 I I � __ _-________________---____--_-_-_-__ -J FT STEPS 8 I AFGHAN ASSOCIATES INC. I I SE 1/64.1 I O 2006, ALL RIGHTS RESERVED r'I'P• I I OF THESE FGHANWINGS ASSOCIATES INTHE C. ANDATY RF NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PFRMISSIfNI OF AFGHAN A>IISOCIATES INC. SHEET A 8 E F OG ■ I IST FLOOR PLAN 31 v 39 OF to CJ2- SCALE: I/B" I'-�. JOB NUMBER: NOWN 406214 q}9'. .. .. - ._ .- e,.._ .: as++.'. _ r_ -.. ., ¢'. .r........-,-. .,y., ✓a w'. WIMP nm• .xJ'•b+rod:, •: 'k"YtiYl1YM,r.i;: 0 11 1111 rlTv'[T I p TTr 11TI-q 7 1 1 1 1 1 1 1 1 I I 1 ' 1 T 1 I 1 I III 1 1 1 .r I L I I • � '�' '• � � � � 1 2 3 4 !� $ 91 I ip 11� I ,1� �M.IIL Ot MIIII.U!A t. �• PRIM pIMiw.wYb Mr. • OE UL 9 , LS >G C L L L L 8 ,, �• T T 8 8 L 9 S ib S � T W, � � . �4 ,,. _ �,.' - • �� � � fps ,:':,r .. ••Yw'WIA+....... r w.s.w.,. ^.+ww,'wr .en.!.....ew...e ^n...-^.'s.rw:._+. wa ..ew-,rer....,,_nHAr..lwxw•w.-+wtw2.:-wt1LP',w..:,. .wvr1 .M•w,...-..... - s. ..«. .,-r.9b,t•.Yr^ r.._• :-.. ..in.. ... a w. aw r.n...r.. _. ., _: ,. .. .... - _ o,w.. .. -- -. _.. rx:. - .. - .-.+14 - ._ ._ .... .aa�.*•....r:. «►.`.u'Fw+.......:•n+.,s+a4rx..:, . :...ralY,'i411C•..,n� - ic+'tnKef .-...a.._. _. .- _ • . '"�la' a+hb....w.Mts..»w+Clol*'._... ,•.r..•,. „wa-•r..._�--, ..r....arw.aol.,.aa'•rr+lvwn..„;:.:•.• _ .h.,e„r.enn-+a.ncsrL^w.r... war7C•nr•.L.oeY'.w.rlr.wrw-�+w..a Wxarw•a*+.r.•ra'!:^or,-^Yit- ' _ .. .. mdt^.',ac:.a.•'ne'•s�t xr•va•.•.,..-le'"l,.,a•rxR!7r'- _ < :_: ,. .. .. .. +E,^:^•w: ... .... .i. __ _., - ._ _. y.. ISI ! 'pi.' F�. 1 'rl ^a s 'r t r lip tSucryI,, t B C D GINO AA + t� 2ND FLOOR KEYNOTES: I 1. EXISTING 1 1/2' CONCRETE TOPPING OVER 3/4' I / PLYWOOD OVER 2x8 JOIST • lo' O.G. (TYP.) 2. CONTINUOUS 2-SPAN 2x8 (MIN. VERIFY W/ .ARCH.) R. �► � • 24' O.G. EX 7 3. NEW (3) 2x8 (MIN) UNDER NEW WALL. 4. C816x36' TOP AND BOTTOM. \•. 5. 5/8' PLYWOOD (INDEX 32/16) W/ 10d • b' OCG. CC ! EDGE AND 12' O.G. FIELD. LAY PERPENDICULAR TO SUPPORTS. b. POCKET BEAM IN WALL. Lu z8 LEGEND: w i EXISTING WALL -"' z _ NEW WALL � / �------J WALLS BELOW UJ OL b SHEAR WALL i I I IL_ � X/ \ /' BEAM SCHEDULE: 0 4x8 DF-L 02 (MIN.) O 52 CANTILEVERED 4x8 DF-L 02 (MIN.) Z HH 53 4x10 DF-L 02 (MIN.) ---J-- �i ` ` � 54 GL 3 1/8x10 1/2' USE HGU83.25/10 WHERE ADPL. O ______________________�1 /•'' , /�� B5 GL 3 1/8x12' B6 GL 5 I/Bx10 1/2' USE HGUS325/10 WHERE APDL. r ' II B1 GL b 3/4x16 r /, i U) } _- f ;, • 58 GL 6 3/4x18 I � f I ' •, r � r.� \ \._...._ "\ ..>w,.,.. --- --•� 1. .. .J /// t %/�f I.L. ,l•Sf /r B9 MC 12x31 EA. SIDE OF EXISTING '�� W w CANTILEVERED 4x12. uj LL GI GI 9 r O G2 ( i h-.......,"I COLUMN SCHEDULE: . A , G3 - -- I rs� CI (4) 2x4 POST w 1 __� c. ____ -�_=J -, ._-_ i; - - -I r J C2 (8) 2xb POST O I 1' - 5 i'i . -_.2B. l i 1 ���,�� \� G3 bxb POST W/ C.CQ5-6 T Irp �,� CI EXIS�Ty.,___j6- �� '' li , II ;\ / G4 (3) TRIMMERS AND (2) KINGS 31 I IIBEAfi` "`" - � 11 II � 4 33 r ,X ` I I I --- ET TITLE r� _ _---- 2ND FLOOR I I r.; I ` _ _ _ PLAN s -- — — Iit I — -- — _ '� '• --- - TT -- -- --- - __-- - r '4 f. .1'.r l C D �t�UCTf/R44 8 4 3RD FLOOR KEYNOTES: ��• I 1. EXISTING I I/1' CONCRETE TOPPING OVER 3/48 PLYWOOD OVER 1x8 JOIST IS Ib' O.G. (TYP.) BB 1. NEW (3) 1xI0 OR 4XIC HEADER. 3. SHEAR WALL TYPE 'A' TYPICAL MINIMUM. EXPIMM U/81/07 \ CC LEGEND: A � EXISTING WALL \% �7 NEW WALL W L------J WALLS 15ELOW Z IL I FE LLI ]! FF cr I \ i 0 J W F— \ O ,A' L __ Z } W- i W W ��__ -- — - _ , O U) o l m uj F�j __ - - __.� rt----- _..S CL I - -- -----J ► � �'�\ �a tia SHEET TITLE ! ' 3RD FLOOR F'L AN DATE: 3/11/01 3 9 I DRAWN: EMO/CLC CHECKED: DS FILE: A06214204 I REVISIONS: I I I I E F G © AFGHAN ASSOCIATE$ INC. 2005. ALL RIGHTS RESERVED THESE ORAWMOS ARE THE PROPERTY OF AFGHAN ASSOOIATES NO. AND ARE NOT TO BE USED OR REPpootMED IN ANY MANNER, EXCEPT WITH THE PRIOR WAITTEN PEINOSSION OF AFGHAN ASSOCIATES INC. SHEET + r ■ 1 3RD FLOOR PLAN E� 2. SCALE: 1/e," I'-0-- 3q -=�-- OF 10 NORTM JOB NUMBER: A06214 JJ a .... •. .. > !' ..���a���. , 1 ,, •. .4 :��hw� r n 1 T � �� �►-I�r�rTljrlr� r���T�L.T - �' Ti� ITT�jrTTrTr� ,. �t��TjT. IIIlr(r 1�1lI�r IIIlrlr r�rlr�r 111lI1r rlrlrll�l�l�i�l rll T1T -I .• ._ ; _ ,....410 l 1 I 1 No.3eOle $ Z Z L 8 t T 6 a; Wl llll�lJll Jlll1111 lll� 1 1!lll11 ' r11 {, J l Ulltlltl '�llllllilll111111111�111111111111ilJlill.��l llll�►.1!!lll���llllllllllll� 1 , • ._.v.+arf+,+..ra.r-a..w.o.i.nyy. eMILrn.Mra."•.^w1.Mlswgayrl .IMn,.arw:.»+wr•e+w ,^-.are4T^n. .^-. .r...r.a•._ .c , a ' • . ._1:S.z.:S........v'lY,r..ev'.Y.':w7r.:zs'-wl.....,.,-. .. nSnt iL '.fu•x +w... ^wr. •+Y'.ti,+�sm.M61.a.maY:v.w..:......aer ..,w...r_.-.r.-..::.. r'su»..... ,_.,..._+.e...wc. r. :.4.., -. • _vM :.-• .1=+►..i:+Jf:.X'f"w+ •. aLA-_-. ..s!iF' YIKY.:.iaG:'�.Arr::MtYRur. ... ..{' ' . .. . ..ter- .. -.r _ .. _.u. - .- w.._ - ,i _... ._ .w MY. R s UF. .. .. - .. .ay_r _... .. T .. -. _..hM•r.w.. w.,Wn..... ...V'7JWfr.A-_7adiX.fi,4R ."'}..r...."!'r' - :.•I.dw.ve•ra* vx. 5 y 1 Y,. • tsUCTVR, TTT / ROOF KEYNOTES: r_ I. EXISTING 1/2' PLYWOOD OVER Ix4 FLAT SLEEPERS — ----------•------------------------------ 24' O.C., OVER 2x8 ROOF JOIST * 24' O.C. (TYP.) ii 2. NEW (2) 2x10, 4x10 HEADER. ' I t � CBB) 3. NEW (3) 2x6, 4x8, OR 6x8 HEADEf!. ("EXP rM: 1r I ii i� / 4. NEW (moi) 2x8 OR (3) 1 3/4xl 1/4 MICROLAM LVL 11 it (I.SE) BEAM If 11 , ' `L 5. NEW (3) 2x8 OR (2) 1 3/4x'1 1/4 MICROLAM LVL (,.SE) 1 L =-14 / V It 'I LEGEND: z � n _ -- ------------------ - i' ,. �` OD C-- — EXISTING WALL W &3 — NEW r - - WALL w _! li it ir.J i i i t i 1 0 / L------J WALLS BELOW SHEAR WALL `1`\l i Z - EE I I 11 n r'• �FT).... \\ N. Citi cc '1•--------_JI \\Y;' i \` .: ' , ' `\ �-1/2' PLYWD (INDEX 36/12) a W/ 8d 0 6' O.C. EDGE t � Z I - L I I `.� •; ,'-, �; `\ 12 O.G. FIELD Q ��:' �f;• - - I �\ kH 1 F— If L �? ?� i� �`�\ S ,�;''�\:\ „r'�� / 2x12 CEILING JOIST i i I I BOARD CONT 2x& RIDGE d I) it II ;•„� frr ,\�\ ,•: \\ • 24' O.C. I \�\ II tt ,r----- �\ ��< .•\ .�`''" \` 2x8 MIN. RAFTERS 2 (n c I II II II J +1 24 C ' O . TYP. I I I UJ O ---- -- --- -- ---- 'I -----___JI II \ ` r iI ii lI r=__w^__�� \\;C� y j � �� I�• \'`\\ II _- II � �- cr- tf _T-I It CC \`-_ -- _-_-� I \%------- -._ .:��__�_� L-CYJ� L. \f `\\\ / •J w I a� I I I L _J I 1,1%., / 2X4 STUDS 16' O.G. uj LL. v Ls rte, \; \ 1- '` O C��7 i1 it i / I t1 I 1 II tr 11 1 i II co 1 L__._ <•' \�\ I TYP. V 1 1 I I I I I 1 11 1, I I I t (2) 2x4 POST it �! I t r, it I I IL-- I, \\ +� ,lam \ I 11 1 t 11 — _ ALL ARO - BELOW 11 I I r I I I 11 I I - - r / \ J L: Ix, 0 �� I I I 11 11 II II ' If I I I I (�'' ` ' - - --- I I I I 1 1 I I ll \ \ I 4 ' I 2 ___ I I.IPPER ROOF FRAMING PLAN (PITCHED) (1 It t, JJ 11 I I I t SCALE: lib • 11-016 � L AfaOWD I I t l n 52.5 �>•��ta MW I II 11 11 A II II II II (� I 11 Ir Q (I ti II II II / ( i t 2 1 1 r � • — -- y - 1 1 I I I I I I I I II II ( It � II 1 Ir tl II 11 1 1 I t I I I ! SHEET TITLE 4 4 ; -(2) 2x4 Fl(?PT BELOW i i ROOF FRAMING ,I II �I � I� If ( I li II 1 Ii PLAN I L — II II II 11 I' I 2x4 STUDS 16 O.G. 1 II I 1 1 I 4x4 ABOVE I I I; I I I I 1/2' PLYWD (INDEX 36/12) i iii i tl II It li I 1 I, �__--- _ _._____- -•-_-- _ __....___. -. _-____-___ . .._-_-.- _ -- __.__�-u..___...._ ._. ._ __ ___ W/ 8d i 6' O.C. EDGE . G DATE: 3/21/01 12 O.G. FIELD _ DRAWN: EMO/CLC `.- - - -- - - -- - - I = - -- 3 6 � - I 2x8 MIN. RAFTERS * 24' O.G. CHECKED: D8 W/ LSSU28 HANGERS • rrP 4x4 POST W/ H2.5 I �` FILE: A062142105 AT EA. NIP ,1-- 2x10 MIN. HIPS REVISIONS: 3 . � I I I E F © 2005 HALL ASSOCIATES RESERVED THESE DRAWINGS ARE THE PROPERTY y OF AFGHAN ASSOCIATES INC. AND ARE NOT 10 BE USED OR REPRODUCED N ANY MANNER, EWEPT WITH THE PRIOR WRITTEN PERMISIs'ION OF AFGHAN ASSOCIATES NC 3 UPPER ROOF FRAMING PLAN (HAT) SHEET 52.5 21429"3 �Mo SCALE: I/D" 1'-®" s 1 ROOF FRAI'11NCs FLAN — --- 3,5 O 3 OF 10 2.� SCALE: I/8" I'-0" JOB NUMBER: NORTH 406214 ti a :.�- .,w ,,,,. .....:.="w...r•n+.--�....:.: ' - ,.::Au:A<- ... 'M'Rt.r.:, rra^+ nro ,. .. .�, i� ,�• - � � 1 � �r r r fi� �7 i • ' � . � �r 111 �(� 1i1 lil lit II1 I� rh- 1ir 1i1 til lit Ii1 1i1 1i1 til I�I'ril til •, � ,,.. . ,. :., . , .. � , t l � ( ! 'T I I 1 1 I 4 ' 1 1 8 1 1 �o I �� 1 . 42 a�+'�1IMIe(11'�rr'i�a ,•�, d �} n M14'ua'e'r � 11 UID ' W! l�lllllJJ— ll1111111 Lll�ll� llll�l VIII t �y (1 `+ Illi lull 1�! llllllll >�!!t Ill�1] _, E r • I r •t i' • 1 . w :rw..,r.::+, +au'M+vnr.6i.a¢stl'a7ULL"�YM1+IYtwrM�.w.-.,w:umas ' .r.. - .._ �:-.. ..,.a rL.WwIWYr+i..n •w..e. wr•YAM+T+wli+lbsaa.^�w..w.�...hr..«.rG+^•Mw..e�t•.5+...•.•.x:r•�^�Y:'t.vrrt<w.�.rdl+a�fMls4wR..•mw...••s- r+,-rt:..-+w••mwrn.:wr•«m+.�M..,,...............i.a[T-•JL..w.....sM�llR+ 17,lXaw,+r+�,r:•w., •-.yLCtN1R.^ +w....,An,.._ •w.•t. M:+-+''�Ild:..y^•+I�::a-u.:1Y.,—.�•,....r•. ....M ra rarl►s^.�xc'n^..•aaR...:i�bwlb, TL^ ..ts.. .. ....- - '�_. .w-.'^ +R..oIMv..�1••:wsi,l:Y�.!'R..-• . •4_ivG.^�M-.ir.V7.7.'-iCY"E>Ic.81alW� >.rw. J1w. M+M'V9l�f+Ll�'NG!' •, X'^"R .t w�' �. > ..._.ui� ,i . .. ._._. s••_. .... ..- _f .:•s�•iw:;"tw...-.....w-S._. .._ ._.-...__. .«.wer a.._roa:• .. .:.t•-�..� •op.�c�•+Ri!•^."r. ern. .. _ ._. .._..—_ - _ rw"•g1 w• -•rc `+u A!. -..n:....>....., ss,wy . :.'�!-•' �.`6s• � - r ,x , 4lr,• t�•1 y1� � � i r ~R� r , iJl i n: PRacF�t' �,�a � NES♦/ x PORTE COCHERE KE"OTES:3. H889xbxl/4 I 1. 1/2' PLYWOOD OR 088 (INDEX 32/16) WITH 9d * b' O.G. J� R. EDGE AND Al 12' O.G. FIELD. I I 2. PRE-MANUFACTERED TR USBES * 24' D.C.: x131/07 '� _ _ _ _ -. -- _ --I--- —�- '� _ _ ' _ -- _ _ - - — TOP CHORD: DL- 8 PSF, LL • 25 PSF (SNOW) - r + BOTTOM CHORD. DL- 11 PSF I - '__-� I + ------ - -- --- --I 1 NET WIND UPLIFT: DL.- 25 PSF --- 4 I I • rrr• I I � i � SEE ARCH. FOR PROFILES 4 SLOPES. 3 i i i 3. DRAG TRUSS: 2 3 DESIGN FOR 260 PLF FROM TOP CHORD TO 150TTOM 1 CHORD DUE TO WIND LOADING. EDGE NAIL ROOF b 4 i 4 SHEATHING TO TRUSS. Z II rrr. I I 4. GL 6 3/4x18 -- I I I I + + I I I r--- ---n r--- ---nI 4 I I W I 1 1 L-------- �l I � r TO _ _i I _i i i -- ------------- -------------------- - - W � A NOTE: A B FOOTING SIZES SHOWN ARE MINIMUM. REFER TO ARCHITECTURAL FOR ANY INCREASE IN SIZES AND MAINTAIN REINFORCING MR DETAIL 3/83.1 PORTE COCHERE FOUNDATION PLAN 2 PORTE COCHERE FRAMING PLAN 53.1 2www B10 SCALE: 1/8" 1'-0" 53.1 2143DIC2 Ergo SCALE: 1/8" I'-O" o EDGE NAILING 6 Z 2x9 BLKG Q J PLYWD W X HSS COLUMN _ cc G1. 6 3/4 _--- 5 1/2' MIN. END EN PLYWD ��` d ---- - DISTANCE TRUSS - I0d * b' O.G. U' 5/16 TRUSS X CONTINUOUS ui Q BENT IE 3/8x9 EA. SIDE PANEL' DESIGN FOR 2 0 PLF R ! 1/t3x16x16 W/ (4) !'e r� W/ (4) 3/4'♦ MB. DRAG TRUSS 5 uj cr O THREADED ANCHOR BOLTS PROVIDE 6 1/9' CLR 260 PLF Z >_ W/ NUTS AND WASHERS OR Cr cc EPDXY W/ Ib" EMBED PLAN SECTION A-A HGAIO AT HORIZ. w Lu BEARING BEAM TO BEAMS LL 2' 1 1/2' MAX. NON-SHRINK EN /-I(od • 6 O.C. t '„ O LU TVP. GROUT !' ?• 2' � W/ (14) 8d 2x4 * 24' O.C. BLKG TYP. O 04 * 10' O.C. 4 OF BEAMS t COLUMN HIO AT EA. TRUSS z F I EW TtB — TYP. -- A35 PLYWD W/ (4) 10d EA. i Q , ;�` A35 EA. END OF END (TYP.) W Lv y vi BLKG PANEL — LTP4 * 24' O.C. �ii W(OR EQUAL) 2. 16 I• •I I• •I 1 4 I I I I .' I .� . . . . r1 4 A A CSW WRAPPED AROUND I• •I I. .I . . �_j . I + I I I I d • e . ii ii • d e ' . i s �' � A � I I I ► I � ° ° I I ° I �. d - --r---t- CORNER ° A I I II e e d I I r a ° d. I I° a 44 -I ' I TYP Cn ° 4 _ ? I I/4 - e °' ° LUS24 i"� ° ° ° e a °' 4 q ' I Ifad IF 6' O.C. l4J 10d TYP. A too G a Q e 2' `\�•-3/4' BEARING e /--GL 6 3/4' � �� -GL 6 3/4 • • BRCS ' � 2x4'S W/ (4) 10d'S `.� I I 01 A A- TYPI I I/4 I , EA. END (TYP.) ` CLR U I I 1 . • I EA.IND SEE ARCH. FOR �HEFi'�-TITj+E ' ' ; �� '• E I ADDITIONAL INFO. }FORTE COCHERE I �-SEE ARCH. FOR I • -HSS8x8 + • .' J ADDITIONAL INFO. �+ -6 SQR ; . . �,, , ., , —`� , . . ! FRAMING FLANS MIN. I 1If t DETAILS 3 PORTE CoCNERE FOOTING 4 PORTE COCHERE BEAM/COLUMN CONN. 5 PORTE COCHERE TRUSS FRAMING DETAIL b PORTE COCHERE DRAG TWISS FRAMING DETAIL - - DATE: 3/21/01 53,1 2143OW3 ego L150003 SCALE: I" • I'-0" 53.1 214'0104 ergo LMW SCALE: r" . 1'-0" 53.1 2143m1CS EMO SCALE: I" • I'-0" 830 2H3plpr, arlo SCALE: 1" . I'-®" DRAWN: EMO/GLC CHECKED: DS FILE: A06214301 REVISIONS: © AFGHAN ASSOCIATES INC. 2005, ALL RIONTB RESERVED THESE DRAWINGS ARE THE PROPERTY OF AFGHAN ASSOCIA rES INC. AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERM19MON OF mrGHAN A{SOCIATES INC. I SHEET ■ p p � OF IO JOB NUMBER: A0h214 l yl �'' '911�. lfigwr .. ?�..._. i+,., R. a: � _rye. ' 1 , IT r1r tTT r1r r�r '1'i* 11 �f' X11 ri T1r 11T T1r r1r rjr �nr1i 11r r`1r 111 1�1 1�1 11r 111 111 1�1 1�1 rlI I�1 1�r I�I I�1 1�1 111 1�1 1�1 I�� _ { Il � 1II �2f � I3I � T !-- 4 8 7 8 9 I 10 I 11 1112 M'OT.M1 MRM CPI•Mtl ` 1 I' NO.36 -Mwi16 074110!U'. A;I C .N I S L LL Z 9� S tE� tL L 6 >G t 8 S L 9 s b B � tllp . u� �illiiii u��uilll�lu ul��u W� u ��u ul� ll�li �l 11111110 , � ; � -b+++.n...-........,. -::,.rw.y.:.,y,NR".r"bY.117.rM+iYb;...r....+./n +rA w:_T:.vl.+•+d.•c _ ' ,R: �: _ --. -- ^• .,...,. 4.w, -..r a .- •_ _ ..-...tia ''-st, rRY s.-ti., ...-...-.• .. ,-_. .. _..-._.._ •-----.. . .,,yy -4!'+nww-+••.m... a -- - - .rK++Hai rm a6wlYrr �wnwwas.w,. nxaKxl. sraw 1 1ti�r Y. '4.1 1 8' GONG. c a v a Y U I# I WALL � pRGIFF , NOTE L 2 DIME-NSICGN� PER SCHEDULE HEIGHT DETERMINED IN FIELD v CONSTRUCTION SEQUENCE: 1. POUR FTG AND WALL q, �► 2. PLACE SLAB (LOWER) 'V' BAR 3. COMPLETE BACKFILL Ex : 12 > > ALL SPLICES MUST BE ° *4 HORIZ. • I'-@' O.C. t. .t. •K, a; *4x30' EPDXY RODS W/ MIN 24' W/ 04 BARS �(TYP.) ': ,.��`� _} 5 EMBED * 14 O.G. MIN 30' W/ 05 l9ARS SHEAR WALL PER PLAN PT PLATE W/ ANCHOR WHERE APPLICABLE / ; . ,: SLAB AND SCHEDULE 80LTS PER SCHEDULE C. .;. ,.. SLAB AT SIM. fl, *4 • ?4' O.G. OPTION TO ,ei� , � 1"r>1 : 'L' BAR( p ♦, :1�EN - EPDXY W/ � CLR , ,. :ar .*4x30 AT 4 'S • 24 O.C. VERT. TYP. EMBED 5 • 12 HORIZ. TYP.THICKEN STEM WALL - r-�' ;: [Y AT ADHERED MANUF. ' .; DRAIN dY OTHERS • '(.>,•.;. -;--.N:, 't TYP. HORIZ. REINF. W STONE FINISH I I / TYP. SLAB REINF. ;,,.i- _;'.:,ti uj PER I I . o po � _ ARGH'L I oOd��oOO��oOQ �� 10 +'f 4 CONC. SLAB- duoo OoOo Oo ? " }'� __ T v 000� o� ® = �' '• �`` °5 DOWELS • 24' O.C.4L ,:. •�Yy _ y,: , t7 _ 4. q OoOo� 000p0o + ;.t :;+ LAP +5 CONT ID ', ♦ ♦ , Z - a (1) *4 CONT. TOP t 50T. Q W 4ND 12' O.C. BTW+1 8 STEM WALL Ia ° a ° q : , ; '• .. 7 v; .•+(t'�';�jrj` -:"'' ..:' +f:n•r ��=, ,. .:: r G5 a. ♦� ���: .. ,•a ,r. '�t �r"d.;) (?) 15 TOP AND BOTTOM F X ° • BENT 04 TO MATCH 'L' BAR .+• fry s '" Y x AND l U 115 48 O.G. + tf t Q Q , 4 • IB O.C. AT CENTER :�;;r• ' ►_ ALT. HOOKS IN FTG. � j J • F � o o vo p� , poo >� o oe o � o Qo o ao c SPACING FOR 'N' !SOIL) /� ;:r. l . t1• •, ''.•,• > + �OnO_(\QnO.I�OnR n4n�RdnO_(�an �nd.(�Q r 4 5TWN HORIZ. ? .i+�rS,'1 •r.. t �<i�t.� }; .;♦,1; _ A - J c . ?91 HEIGHTS lb'-O' AND GREATER ::�• ;����c;. � � .- ,•.• ;� v ? ooQa•�p` . ° e _ TOE HEEL "4 • S' O.G. EA. WAY A A UNDISTURBED NATIVE _� �• to......+ STRATA OR COMPACTED .W. ' o ° ' STRUCT. FILL - - d. ° 15 AT CORNERS- \\-03 TIES • 16' O.C. SCHEDULE a °' Id (3) 04 CONT. H H (SOIL) TOE HEEL 'W' 'D' 'L' 5AR 'HL' 'V' BAR 0 ' q ° DRAIN !✓Y OTHERS 2• - III 12'-0' a...0' 3'-0. 51-04 81-00 16' 15 • 4' O.G. 42' 15 • t3' O.C. CLR 2 @� 10'-0' b'-0' 3'-0' 3'-0' b'-0' 16' 115 • 8' O.G. 36' '5 • 16' O.C, TYP. O 4'-0' 3'-0' 2'-0' 5'-0' I?' S • 12' O.C. 36' 15 + 12' O.C. - 3 U CLR 3 12 S • 18 O.C. 36 15 • IB O.G. 8 TYP. Cj I FOUNDATION DETAIL 2 RETAINING WALL TYP• Q • 3 MASONRY PLINTH FOOTING DETAIL 4 MASONRY PLINTH PLAN DETAIL (HIGH) � .) 21440101 CLC L0000 SCALE: 3/4" • I'-IsD(' U417144010? CLC SCALE: 3/4" , 1'-0" 54.1 21440101 CLC L104012 SCALE: I" • I'-0" 84.1 2144OID4 EP10 SCALE: 1 1'-m" W O CL W o 1F: cr- 1i5 TOP t BOTTOM GOVT. >- a / SEE FTG. SCHEDULE FOR m be CONCRETE '-t QUANTITY ALL BENT. 114 • 12' O.G. 1'-b' ,r, —� W W LL 'i .f,. e > p (n z a REFERENCE ARCH. FOR y til e e a -4 X a a a c ° STAIR DIMENSIONS s z ° '' a e.. 4 v •.f. -/5 + 24' O.G. DOWELS ��(- ° a' Q Q R� r t` /' L q a Q °. M 0 r e ' V° *4 NOSING BAR - • . Q m d. f 4 ♦ 4 •r7ti• 4 , f (2) 15 TOP t BOT AND N 4 \ * 4e �-8' GONG. W 11�f „' +��`,'^ti' •''��%r `• +( M � (1) 48' O.G. BTWV a WALL .r s e s PAVEMENT e . C- a,• a Z) .. . yy: ;=• - >: - °. •4 • 12' O.G. ° ° a 115TlB 20-32 rt •*� `i %': a d J c e© • EA. WAY � a 'S AT CORNERS 113 TIES • Ib' O.C. 'r Z S T45 CONT. -+ ' A�?4' O.C. EPDXY W/ 3 1/2' � � q 2'-0' MIN. � ® SHEET TITLE MIN. EMBED 4 STRUCTURAL DETAILS A U 1 1/?' MIN. TATE: 3/21/0'1 r5�� MASONRY PLINTH PLAN DETAIL (LOUD) 6 PORCH DETAIL i FOOTING STEP 8 STAIR DETAIL DRAWN: EMO/GLC �4- 2144dmm vio SCALE: I" I'-0" �41x14 W6 EM SCALE: 1" • I'-0" 54,1 2~101 EMO LISCO40 SCALE: 3/4 1'-0" q4.01 2144015 CLC 1150091 SCALE: 1" • 1(-m" CHECKED: 06 FILE: / 06214401 REVISIONS: © AFGHAN ASSOCIATES INC. 2006, ALL RIGHTS RESERVED THESE DRAWOM ARE THE PROPERTY OF AFGHAN ASSOCIIATEB INC. AND ARE NOT TO BE USED OR RE410DUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRIT TEN PERMIS" OF AFGHAN ASSOCIATES INC. SHEET ■ 37 Of 3°1 OF 10 JOB NUMBER: 4,06214 I, w, •tares4 ws,rv, , ._, _ _. 'S4 ....-.r.. . � _ ._,. - .. .. ,.. .. .. ., rs. 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CANTILEVERED-1-1 NOT SHOWN FOR T' BEAM { CLARITY (2) 3/4'0 MS. • 12' O.C. �- — SIMPSON CC04 OR MC12 EA. SIDE PER PLAN EQUAL ALIGN 2x6 W/ ROOF JOIST AND STAGGER 10d TOENAILS • 12' O.G. EA. SIDE EN _ EXIST. 4x12. VERIFY LENGTH O O -_z_ s FOR BOLT PLACEMENT l4I 10d TYP. 1SASE IE 1/2x5x9 LJ/ l4) 3/44, b' 1/2' AT EXISTING BEAM ,T'I'P PLYWG Z L NEW GL 2 1.r1x28 1/2 q MAX. 3/16 ,'- - 1 EPDXY RODS W/ l MIN. I _ EA. SIDE 1'0 Ma. • 12' OZ. EA. ROW EMBED. PROVIDE HILTI OO NOT trOUVT::R SINYG HY-150 MIN. (OR EQUAL) /-HS83 1/2x3 1/2x1/4 �.'� • i J W AND SPECIAL INSPECTION. a , • �r Lll x `• '�' EXIST. SIDEWALK ' 111 -I I/2 MAX. �� TYP. NON-SHRI GROUT i ,' �I. Z 2x4 EA. SIDE Z b 3/16 1 M 1 ------•------------- ------------------------ i • 2 4' O.C. W/ LU a _ (3) 10d MIN. C (3) 04 EW. - �� it - z ROOF JOIST PER LU82(o HANGERS L- -_---- J MC12 EA. SIDE PER PLAN _ i� L1t a �' PLAN (2) Imd TYP. "'—EXIST. GL 6 3/4x28 1/2 -- - BEAM PER PLAN ly SEE ARGH'L FOR VERTICAL 4x4 (x00-9') W/-� 31 � U ADDITION INFO. (l) 3/4'0 M.B. + 12' O.G. CL � AT EXISTING WALL 21-01 BEAM REPAIR DETAIL NEW BEAM DETAIL 3 EXISTINCs CANTILEVERED BEAM REPAIR 4 PORCw FRAMING DETAIL 55.1 twee" W40 SCALE: 1" ■ 1'-m" 55.1 21,60102 EMO SCALE: r ■ 1'-0" 55.1 214b0E03 EMO SCALE: I" ■ I'-m" 55.1 21460104 EMG SCALE: 1" ■ 1'-9p" SPAN BEAMS PER PLAN NOTE: cr NEW PLYWD TO BE I/2' _ O FRAMING ABOVE NOT W/ 8d • 6' O.C. EDGE SHOWN FOR CLARITY (EN) AND 12' O.C. FIELD. Z � 3/4' PLYWD W/ 10d • 6' O.G. Q ,435024' O.C. EN EDGES AND 12' O.G. FIELD '`_ r1 n � F- -' nn r.r rr EN PLYWO H25T W/ (10) 8d - 1�T-r ni irii i► • �. EN 16d • 6' O.C. i EXIST. WALL TO BE REMOVED -� I ;l a 2ftl KICKEFVo. I LSTA12 W/ (10) I0dx3' L, ALICaN W/ STJDS EN EQ. EQ. ' NAILS • 4'-0' D.G. 2xb MIN. LEDGERS W/ w PLYWO I `===' (2) Ibd • 4' D.C. TO F- O 992=11 - _._.__ �` _ �� RIM 5 rz AC4 EA.. SIDE (TVP.) 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FRAMING BELOW i3 �r 9 (n 5 PORCH FRAMING•,' DETAIL K&"*NN ROOF FACADE FRAMINCx DETAIL TFLOOR EXTENSION DETAIL 8 ENLARGED PARTIAL TOUJER PLAN SHEET TITLE 21460105 eMo SCALE: I" ■ I'-C" �51 21460100 EMO SCALE: 1" ■ 1'-0" 21460109 CLIC IIb2145A SCALE: I" ■ I'-m'' " ■ 1'-m" 55.1 55.1 2M60100 cic SCALE: I STRUCTURAL DETAILS a, 4 • 1�" - DATE: 3/21/01 -EDGE NAILING DRAWN: EMO/CLC { PLYWD CHECKED: D8 Ibd * 6' O.G. Ibd • 3' O.C. -SLOPE PER ARCH. FILE: A06214501 I -2xb • Ib' O.C. TYP. REVISIONS: LAP PLYWO -EN ON RIM 1 -- (2) 3/4'0 M.B. THRU EN i 2 ___.... w-�-�.� :r-1:.-.---;.: �-3:: ..:��. B CsL 3 1/8' l° l 3/4' PLYWD AT EXIST.- 'n-PE 'A' SHEAR WALL EN FLOOR AND ROOF LINES /'� ---- __.___.____, _ _-11 LU828 ---r---T-- -- ------- I I I I W/ Imd • b' O.C. EDGES. �u` "_ 2x8 MIN. LEDGER ; ; O ; O ' W/ (4) lbd AT EA. I I 1 I NEW SHEARWALL PER � STUD OR 16" O.C. PLAN AND SCHEDULE AFGHAN ASSOCIATES INC. c --- �GL 3 1/8x12 C 2006, ALL RIGHTS RF5ERVE0 THESE In:AWINGS ARE THE PROPERTY WALL BEYOND OF AFGHAN ASSOCIATES INC. AND ARE NOT TO BE USED OR REPRODUCED IN }I ANY MANNER, EXCEPT WITH THE PRIOR POST PER PLAN WRITTEN PERM195I4DN of AFGHAN II ASSOCIATES INC. , SHEET g TOUTER FRAMING DETAIL rlo` SHEAR TRANSFER DETAIL 11 LEDGER DETAIL r12'%), LEDGER DETAIL � S5.1 2N60109 CLC IIb2145A SCALE: I" ■ 1'-0" �51 214WIIV EMO IIb2145A SCALE: I" * 1'-0" 55.1 21450III EMD 1Ib2145A SCALE: I" ■ I'-0" CJ5•1 21460112 EMO IIb2145A SCALE: I" ■ I'-0" 39 39 OF I`1 JOB NUMBER: A06214 F ,.• ,YNOYYiIii .; _;�'•'M•'�!� , .., �'�r ,,''w .`rgpr,`!yR!,"',C9"'`I'r,!p}`,py� +5(7 ?-0{_., .,3�,"�,W f,, '�rd,954' Ir��!`'. ••r vlvgar,.x!+�tr:,•..•ro'Jtrrrc,A^',Aa ._. .:i ..... .._ a. .- x!Y > .,_ a .. ...<...-�......+rrt .w -� � ..:..-,.. r,.rk. - —._ _ -_ z' 11aV+T�Wulkri.Y p}•:..,Trw}Vn-, .:,e u. .'r. a;a..q .. .. ,. .,..... ,. - I ., �, .. ..,�,.w...._'*t.'�'._ Trl(1 T 1+1'jYliriii 11tjf I ! l�i{1'iT lllitll 1111111 111T1.1.1j111�111. 11j111 111j1111111if r I V1 II 2 II II 3 I4 ,..-'' II l II g � 191 I I 1 � IT ." ,121 No.36 fiffCC.4% nri w aae 8 L W llllll ' � 11111�1111j1111�111 ll�llll llll�l 1111 " ' ' ;� ll l�l Illl� • .rT. +W'If4:w,+W-f+.111'-1•.r.s.►_.Lt•..a '.n.. 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I W (2) 2x4 POST -- EXIST. Ix4 SLEEPERS • 24' O.C. NEW BEAI'I PER PLAN CONT. 2x8 BLOCKING 1200E FRAMINCs oETAIL Z FRAMING DETAIL 3 ROOF FRAMING DETAIL r4 (ROOF FRAMIWs DETAIL �j.2 2146~eie SCALE: Ir' I'-0°. S51 21480M ego SCALE: W • I'-m" 55� zNao�os eu SCALE: I" • I'-0" Sfj� 2Nsmo4 u.e Ilb2"A SCALE: I" • I'-O" fY O CONT. 2x8 RIDGE z BOARD /� Q i/♦ J /0,-(2) 10d TOENAILS EA. SIDE W OF RAFTERS a H25 cz d 2x4 POSTS • 24' O.G. PL YWO _ DIRECTLY OVER 2X12'8 2x9 RAFTERS W r o PER PLAN cr co 01- Z cr __j w - CONT. BLKG (4) 10d (TYP.) w�_ LLEN 0 U ` EN > _C QO H2.5 (TYP.) O ca m LAP PLYWD ON PERT. H2.9 AT EA. POST _ w BLKG. ITYP.) 0 0„ a 2xI2 CEILING JOIST PER PLAN U) 5 UPPER ROOF FRAMIWx ELEVATION ,$HEET TITLE 552 2wamob CLc SCALE: 1/2" • I'-0" STRUCTURAL DETAILS DATE: 3/21/01 DRAWN: EMO/CLC CHECKED: D8 FILE: A"2145= REVISIONS.- AFGHAN EVISIONS:AFGHAN A8900ATES INC, �J 2006• ALL RIGHTS RESERVED THESE DRAWNGS ARE THE PROPERTY OF AFGHAN ASSOCMTEB INC. 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