The URL can be used to link to this page

12665 SW 69TH AVENUE-3 OFFICr F2/V1610N6 sY 8-t2-m3 PIPT SPECIAL. IRSPECT ION REQUIREM 1 State of Ore9pri Structural Specialty Code O Concrete ani! Poinforcing Steel U Boit? Inst: :d in concrete [4 Spacial and .,ini.2usisung Concrete Frame C Roinforcin�j Steel & Prestressing Steel Tendon ,Structurat Milding 10 r Higb.-,Strength Bola i.7 5trurtural Masonry G Rer'lCr_oyfi'c�ela Lc,,r,.rete C, InsFIISpesistiva Mate;ials r� 0 &.c4.5 c!Pian end Caissons P P. GARO B OR y Sperm•.Cr:�fn ,�Excavatlon and Filling dry �� Systems 1. fO ---'L 2 6 C3 ,5z 69 -th AV NUFLAtorrs / l� � - Othor 00 > o O D r— Ocrn G 0 NL C 9TIGA 0 �� o U 0 L � oN G _ I d. C rn Ln Qllz�o o > � m i `z o -— -- - -- — - (n W 3LLL ;t - - -- ----- - ---- - — - - -- - - -- -- G 4i BUILDING CODE CfRITEfRIA: CONSTRUCTION TE ?X"-1: DESIGN TEA1" ; 5�4EET INDEX : C U r OCCUi=',4NC'�' GROW= : —`_ OFFICE 5 — — -- — --- - — - � -- 1 TITLE TIJn_ .LE SHEET & PROJECT INFO STRUCTURAL ti CONSTRUCTION TYf'E: 5101 ARCHITECTURAL SITE PLAN S1 STRUCTURAL NOTES /SCHEDULES A) BUILDING STRUCTURE T�T'PE V-N C NON-5PRINKLERED) N � CONTRAC-i-OR; j�j�O J E C•T- OUJNE R: A100 ARCHITECTURAL GENERAL NOTES S2 STRUCTURAL, FOUNDATION PLAN S) 1448 RATED LE55 TI44N 20 FT .(5EAf-,DING/N0N-5EARING) A100. 1 STRUCTURAL SPErIFTCATIONS NO RATING REQUIRED EL5EW4-4ERE JOSEPH HUGHES CONSTRUCTION CO. RON EN YEA�',T � MART1' GOLDSMITH A101 WALL DESIGNATION DETAILS S3 UPPER FLOOR FRAMING/MAIN I � X035 5W 4-4A1"iFTON P.O. SOX 2002 U C� NO OPENINGS LESS T+�-4AN � FEET TIGARD, OREGON 9223 FLOOR SHEAR WALL PLAN PROTECTED LE55 T4-4,4N 10 FEET LAKE OSWEGO, OREGON 9-1035 A102 ARCHITECTURAL FOUNDATION PLAN f- D? EXITING - 2 REQUIRED, EXiT VIA DRIVE ALLOWED 503-624-1100 503_(03101 -roro5l S4 UPPER FLOOR SHEAR WALL/ROOF CONTACT PERSON: MARK STOLLE A103 FIRST FLOOR PLAN , t-t LU OCCUPANCY &3.5 FRAMING PLAN } U 4F�i�L IC,48L_E CODES: A104 SECOND FLOOR PLAN Q A) STATE OF OREGON STRUCTURAL SPECIALTY CODE 'CC --� i TELT: A105 ROOF PLAN S5 STRUCTURAL DETAILS � U1 � +..�� C �CDN�- �-1-0 ; S6 STRUCTURAL DETAILS - cn AND UNIFORM BUILDING GORE �USC� 199 EDITION PETER MAGARO ARCHITECTURE, P.C. A106 FRONT ENTRY ENLARGED PLANS - 1) 5) UNIFORM MEC44NICAL (;CDE, 1993 EDITION JEFF SCUJAB, f=RESIDENT 105-10 5W CITATION DRIVE — FIRST FLOOR LOBBY, STAIR ;f1 CIVIL " C� OREGON STATE PLUMBING CODE 1993 EDITION G0t"1FOf2T r41R INC. SEAVERTON , OREGON 9-1008 —SECOND FLOOR STAIR #1, MAIL ROOM C1 CIVIL COVER SHEET 3034 SE 1�0LJELL BLVD, 503-5-1'3-2421 A107 REAR ENTRY LOBBY ENLARGED PLANS D) NATIONAL ELECTRIC CODE, 1993 EDITION C2 EXISTING CONDTIONS E) UNIFORM FIRE CODE, 1993 EDITION PORTLAND Oft 97202 — FIRST FLOOR LOBBY, TOILET ROOMS 503 -230 -(o829 BUSINESS AND STAIR 2 C3 PARKING LOT AND ACCESSWAY VRII F) AMERICANS WITH DIS.,45ILiTIE5 ACT (ADA), 1/2ro/92 �„� # S yl, � � LLi 9-11 -5-10-5522 105ILE STRUI�TURALr ENG (1�lEE ''; A108 REAR ENTRY LOBBY ENLARGED FLANS C4 TORM SE 'ER I cD G) COMPLY WIT+-4 ALL LOCAL CODES AND REGULATIONS 503 .2,30 . 1303 FAX —SECOND FLOOR LOBBY, TOILET ROOMS C5 DRAIN PLAN � 5TRUCTURAL. L)E51G�1 CRITERIA: CSA CONSULTING ENGINEERS JEFF.SCL;JAB/aATT.NET 321 5W 4T4-4 AVE., 4T4-4 FLOOR STAIR #2, AND BREAK ROOM C6 GRADING PLAN A) SEISMIC ZONE 3 (T�4REE) PORTLAND , OREGON 91204 A109 FIRST FLOOR REFLECTED CL'G PLAN C7 EROSION CONTROL P SJ WIND LOAD± 80 MP+� . EXPOSURE C 503-228-3848 LAN A110 SECOND FLOOR REFLECTED r-L'G AND DETAILS C) FLOOR LOAD: ELECTRICAL- CONTRACTOR: RYAN PADDOCK C8 PARKING LOT DETAILS z li 51TAIR5, LANDINGS, 4 EXIT CORIDORS 100 F5F JO4 4N WOOD1110RT4 PRESIDENT A201 BUILDING SECTION A AND DETAILS C9 STORM WATER DETAIL (l �. TI4fR'EE 1=4•-4,45E ELECTfRIC v 2� FLOORS 50 PSF < UNIFORMS TYPICAL OFFICE G I V i �, ENG I NE E �; A20� BUILDING SECTION B AND C � 89,'0 0 5. BLACK BEAR c..=T. LANDSCAPE }-- D� ROOF LOAD: CAN�3Y, 012 97013 CSA CONSULTING ENGINEERS PARTIAL SECTION G AND H 321 SW 4TH AVE., 44TH FLOOR L1 LANDSCAPE PLAN til 1) SNOW LIVE LOAD 25 FBF� 503 -55-1 - 1004 BUSINESS A203 BUILDING SECTION D , E, AND F 2) DEAD LOAD 15 F'5F AND P 2 5F (EQUIFTMENT) FORTLAi`�D , OREGON 9_1204 _-� - 'r 503 -939-10001 lyfOBILE 52x3-228-3848 A301 FRONT AND REAR ELEVATIONS - E) SOIL 5EARING PRESSURE: 2500 F5F CSCE SOIL REPORT, 503 -50� 557 1&0(o FA PATRICK ESPINOSA F) FROST DEPTH: 18 DEEP , ASSUMED AND DETAILS DE& iC3N CON,5UL_ TANT : A302 RIGHT SIDE ELEVATION AND DETAILS — S DAR'I'MO `I' -� SCOTT MUf2f21LL, fi iRESiDENT KWD DESIGN INC. A303LEFT SIDE ELEVATION r T - C� I I SUNSET PLUt-15ING CO. 51923 MOUNTAIN VIEW RD. VELAND S F'.O. BOX 0 2�3 5CAFPOO5E, OREGON 9�05� T � - -- 1 WE&T -543-342 A401 INTERIOR ELE JATIO�IS 5 i �.� --- � � I LJEST L INN, Oft 9-10�0-028 �' IA402 PLUMBING FIXTURE & SPECIALTIES, ADA -- -:J �' 501x -5-i0-3-42-1 BU5INE55 1 GENERt!L DIAGRAMS, & FINISH SCHEDULE 503 - (2 -515 i"10BILE r` Ni C I E E I GN : CITY OF TIGAHU old;� '!t5'<O +, - -- �, pProved.�ul�U.irIJG-.... — 00 5033 -5-10-3435 FAX A50.1 ALUMINUM DOOR AND WINDOW DIAGRAMS APPROVED PLANS CondttionaIIy.Approved.,..........'........... . . .......�- ' 0068 K III � I TERRA SOL LANDSCAPE INCLUDE UN-ATTACIIED: For only the work as describers in: — --- Uj �f' A502 DOOR .AND WINDOW DETAILS SP'ECIIFICATiONDooK PERMIT NO �P�0�1- 003pg 0Are ----� , 21685 SW 4--4EDGES DR IjTRUC"iVRALCAWS See Latter to: Follow................................. .......( ): 6-26-03 U) +-� , OEOiFCH REPOR i' - TUAL AT I N, OREGON 9-106 2 T SC Dcx.UIvU-N rs. Attach.............. ......... .. ...........p•q; ------- AMPT N ST `� NORT>�-4 503-&92 -63x9 A503 EXTERIOR WINT)0�1 DIAGRAMS AND DETAILS , prl��[t� b!3`tive�9 I JOS►. NQ. L A601. ARCHITECTURAL, DETAILS , AUG 12 `V I C i N I T� r-14F=__ : A602 ARCHITECTURAL DETAILS N.T.S. A603 ARCHITECTURAL DETAILS BUP2003-00379 69th Ave. 12665 t of 34 TITLE I f NOTICE: IF THE PRINT OR TYPE ON ANY I_.. I --I I 11_1 1I1•1 1I11 I I- II.._II111 1 111 111111 I I I 11 III I I1 11 1 1 1 1 1 1 1 iIMAGE IS NOT AS CLEAR AS THIS NOTICE, 68 IIII >I;IIIIIIIIIIIII8IIIZIIIIIIIIIIIII�IIIIIIIIIIIIiII II I�IIIIIIIIIII IIIIII I�II IIIIIIIIIiI II6� t 8 rZllillll-�II iIlilllll�lllltl►II IIIII8III�WIG lll► llI llllllf lllIllll►�Ifi N. .ll3Ill6lllilSil -_mZ_I• 9ORIGINAL DOCUMENT ►IIIf6IIIlI �l1 ,IS DUE TO THE QUALITY OF THE 6Z LIZ 813 Z z ll1lllf11I1IIJill 111 11 I IIiIII I11111 t 71I Yll11 l ' �ll�.11ll�llllhlll b REV1810N8 1W , I 8-12-03 ASM 14 --00 242' `243' � ---_ _--- ------- V+uTE � / ------------ I \ 2' TO RETAIN WALL 243' --__' - -- - - _y _ _- AROUND PEl ETL �___ — 242' S. 87'-28'-22" E. S 8v. E 218.82 \ .d ON - ll � d ----- - ;� ;- G� 3 0134 = e = 22 4� SEE TRASH ENCLOSURE _ *� +� ;�8 DETAIL ON A603 _ - © - _ - D R I V WAY �`_ - _ _ _ 4 - - > o = 171 a- — .05 . ___D4 0 7YP. -0 + \ 4 Z 0 i �, ? i — 4'�dNGZITALK— -- 0 ka- — — ---� \ -- — — — _ 2 p ; D.I. SEE Q \' BIKE 1 v p N I \ DIA.■5'-@" CIVIL RACK \ �(� � c � I. 5E ` N u7 P D.I. SEE �, 150'-0" M - - - — — — — — — — — 0 o CIVIL C VIL /- �`� �`� V V U 'v o L I / FIRE L I ® �-240'----- - E W A Y DEAR �! I �! ! FRONT I s= Q COVERED I COVE C� ? I �Z ENTRY/EXIT { 'u� O�- f I ► .� 0 ENTiI�XIT 5' WIDE HC _CESSIBLE '_0„ I \�\ \�/ I _ I V W RAMP PER IVIL DWGS I �Q �Q 48" WIDE 'C DIA. STRIPPED WALK--A<, DIA -350' - II - -6" TY = (� l -� 0 PROPOSED TUJO 5 10R1- I I �t I a. 10 10 239' >� �� - _ C4)/ _ - „ z i = 34'-@, _ �, e e 0 e 8 -6 8 - 9 -@ w I O i C - 1.,� C L. D f N G L _ I . � - - Q- a @" 1 S S 6 TOP SLAB 2 .5.50 cn - ® � U 0 0� l— ^ UO L FIRE w — — — — -- MAX. (� A.D.A. PARKING - -243'-- -� SIGN- TYP. EEC -- S B-M - - I \ 13 00 x. 1-1--1 Z MANUFACTUf�.ED C-cALVA ED �J \�-METAL LOOP BIKE RACK I `- �.,J L (3 BiKE CAPACITY) I LL - _ EXISTING BUILDING X38, ��6 ( O > A � . C � 1TECTURAL 5 iITE PL. AN � \ � _ <1 I SCALE: I"=I0'-0" I -+-3 NOTE: REFER TO PRELIMINARY CIVIL DRAUJINGS BY C5A FOR EXACT GRADE ELEVATIONS. � � (P -- L-1 5 1 T E T 4 5 U L A T I O N � 1 I l f EXTERIOR ACCESSIBLITI' GENERAL NOTES LOT AREA = 16,398 SQ. FT. W V ALLOWABLE LOT COVERAGE 85io X 16,398= 13,938 Sc st. ---� I 4" GONG-,, 1. The minimum clear width of an accessible route eh'tia II be 36 inches except at doors. See Section Il@5.92. Where an accessible route includes a 180-degroe turn around S. Ramps having elopes steeper than i unit vertical in 20 units horizontal (596 MAXIMUM (F.A.R.) 40io X 16,398= 6,559 SQ. FT. an obstruction which ie lose than 48 Inches wide, the clear width of the accessible slope) shall have handraile on both sides. Handrails shall be continuous, d ° route around the obstruction shall be 42 inches minimum. except they shall not be required at any point of access along the ramp. d ° 4 4 , ° Ua 11 Where an accessiblea route is lose than 60 inches wide, passing spaces at least 6@ Handrails shall extend at least 12 inches beyond the top and bottom of any ramp inches by 60 inches shall be located at intervals not to exceed 200 feet. A segmait. Per 1954 UBC Section 1109.1,6. REQUIRED LANDSCAPINGc = 1590 X16,398= 2,460 SQ, FT. 9 ° T-shaped Intersection of two corridors or walks may be used as a passing epaze. 10. Any portion of the edge of a ramp and its aesociatsd landings which is more thar Per 1594 UBC Section 11@9.4.1. 1/2 inch above adjacent grade or Floor shall be provided with edge protection In LANDSCAPING PROVIDED =3261 SQ.FT. i - 2. Accessible routes shall have a clear height of not lees than 80 inches. Where the accordance with the Following: 1� vertical clearance of an area adjoining an accessible route Is lees than 80 Inches, A. Wallis and curbs. When used, walls or curbs shall be not less than 2 3" CLEAR but more than 2'1 inches, a continuoue rermanent barrier shall be Installed to inches in height above the surfece of the ,-amp and landings. /` I jN I /`; 5UL AT ( /� 1� I 5KE RAG< DETAIL prevent traffic Into such areae of reduced clearances. Per 1994 UBC Section 1105.42. B. Railings. When used, railinc3e mall comply with Section II@9.15 and r"-'t _ I V 4 0 I �l 3. An accessible route shall have a running slope not greater than I unit vertical in shall 6160 Comply with one of the Following: Z I'-@ -- N.i. i. 12 unite horizontal (833% elope). An accessible route with a running elope greater G. An Intermediate rail mounted 11 Inches to 19 Inches above the ramp or PARKING OFFICE 2.-1 MINJI000 than 1 unit vertical in 20 units h-.orizontal (5% slope) shall comply with Section landing surfacat or cjQ, FT. OFFICE 6,357/i00(a =6.4X2. = 11.28 STALLS 6'-2" 1105.1. Cross slopes of an accessible route shall not exceed I un!t vertical In D. Unenclosed floor avid roof openings, open and glazed sides of stairways, — 50 units horizontal (29. elope). Per 1954 UBG Section 1105.43. landings and rasps, balconies or porches, which are more than 30 Inches above grade TOTAL REQUIRED = 1-128 STALLS = 18 STALLS __� 4. Accessible routes and accessible spacee shall have continuous common floor or ramp or floor below, and roofs used for other than service of the building shall be -- WHITE LETTERS 4 surfaces. Abrupt changes in height greater than 1/4 Inch shall be beveled with a protected by a guardrail. The top of guardrails shall not be lose than 42 inches TOTAL PROVIDED - 19 STALLS r - ' S ON BLUE slope no greater than 1 unit vert hal In 2 unite hlorizontal (50`� slope). Changes in height. Open guardrails shall have intermediate rails or an ornamental pattern _ SYMBOLS in level greater than 1/2 inch shall be accomplished by means of a ramp meeting the such that a sphere 4 inches in diameter cannot pass through Per 1974 UBC Section 5ACKGROU114D requirements of Section 1109.1. Per 1994 UBC Section 1105.4.4. Sen' 13 STANDARD SPACES 1-1-11 x_1 1 (STATE OF OREGON) 5. The maximum elope of a ramp shall be I unit vertical to 12 unite horizontal 11. Expoeed ramps and their approache6 shall be constructed to prey. ent the accumulation 5 COMPACT SPACES l@33�o elo e). The maximum rise ror an run shall be 30 Inches. Per 1994 of water on walking surfaces. Per 1994 UBG Section 1109.18. —` 1" HIGH LETTERS W/ p y 12. Ramps on accessible routes shall have a slip-reeletant surface. Per 1994 UBC Section 1 VAN ACCESSIBLE SPACE STANDARD WORDING PER UBG Section 1105.12. HANDICAP CODE REQMTS. 6. The cross slopes of a ramp shall be a maximum I unit vertical In 50 units 13. Thresholds at doors shall comply with Section 1109.4.4. Thresholds at doorwa9e shall t horizor.tal (2% elope). Per 1994 UBG Section I109.13. ' 1. The minimum clear width of a ramp shall not be less than 36 inches. Per 1994 not exceed 3/4 Inch•, In height for exterior sliding doors or 1/2 inch for other typos i f '1 � t� I � � � � I I � � -}' I O 1� i Qs of doors. Raised thresholds and floor level changes at accessible doorways shall be l— J--i I V l h I I V �\ UBC. section 1109.1.4. beveled with a slope no greater than I unit vartl%9 in 2 units horizontal (50% BUILDING OFFICE SPACE AREAS 8. Ramps within the accessible route shall have landings at ..� top and bottom, elope). Par 1994 UBG Section 1109.95. AREAS: DRAWN and at least o;1e intermediate landing For each 30 inches of rive. Landings LOUDER FLOOR OFFICE AREA: — METAL SIGN FASTENED shall be level and have a minimum dimension measured in the direction of ramp (INCLUDING S1 AIF:) 3,422 SQ. FT. r- run of not less than 60 Inches. Where the ramp changes direction at a landing, SEGURLEY TO POST the landing shall be not leve than 60 Inches b9 60 inches. The width of any UPPER FLOOR OFFICE AREA: -- landing shall be not lees than the width of the ramp. Per 1954 UBC Section 2,935 SQ. FT. -- - 2"0 BTL. POST CENTERED 11@5.15. (NO INCLUDING STAIR) a-se•-m TOTAL GROSS BUILDING OFFICE: 6,35`1 SQ. FT. �'�j JOB. No. -' MECHANICAL EOUIPTMENT 441 SQ. FT. _ GONG. ruRB BASEMENT - -- -- THICKEN GONG. SIDEWALK TO ENCASE POST BOTTOM i-�,4ND ICAPPED P_AR<NG 51GN AUG 12 2003 N.T.S. 69th Ave. 12665 f3UP2003-00379 2 of 31 ..,....,,...wn+-xw1IFM•"F.•,��ir X9l '.,: PI^-,O..y.;. NOTICE- IF THE PRINT OR TYPE ON ANY fIIllltllll III 1111111 11111 11111111 1111111 1111111 IIIIiI' IIIIIII 11111 11111111 1 � 111I1 1111111 11111 I I {11111 IIIIIII IIIA { I I { VIII 1111111 IIIIIII I { 11111 III { IIIIII111 { I ! 1111 I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 I I 3 I 4 I `7� I 6 I �f I g I 9 I 1� I 111 1� _ - -_ _ - _1 __ 1- _ -__ IT IS DUE TO THE QUALITY OF THE No 36 it,�.- ORIGINAL DOCUMENT 6Z 8 Z L Z 9 Z Z b Z C 7,11111117,11116111,111111! OZ 6T 8i Li 9t 4T 6T St ZI II 1 8 8 L 9 9 tE Z I1,yLin {I I{I i � �� i I �II 11II��{ �I�{ II�I��III�I��{ ��II�I��I{��I�I��I �II�II I 11 I I j � �� ►�Illllllll�lll�l�lllllllll�►II�IIII�II VIII►� ILII►►I lWj l 111 1 � T � � I � l R/VI610Ne BY C ENE fR4L 74GGE 5S 151 L I T%r' 1NTE fRI Oil NOTE 5 I. The minimum clear apace for a single wheelchair shall not be less than 30 inchea wide 24. Grab bars shall have an outside diameter of not less by 48 inches Iong. Per 1994 1.15C Section 110923.1. than 1-1/4 inches or more than 1-1/2 inches. Handralle 2. Spaces under obstructions, work surfaces or fixtures may be included in the clear floor shall have an outside diameter of not less than 1-1/4 space if they are at least 30 inches wide, a minimum of 21 inches high and not more than inches or more than 2 inches. Handrails and grab bars 19 inches deep. Clear toe space shall be not less than 9 inches high and may extend a shali provide a clearance of 1-1/2 inches between the maximum of (o inches be and the knees ace. Per 1991 UBC Section 1109233. handrail or grab bar and the wall. � I � 3. Where the clear floor a ace allows only forward approach to an object, the maximum high ��I�� I �o�� p 25. The structural strength of handrails grab bars, tub NOTE TO PLANS EXAMINER: BEAM KEYNUMBER IN PARENTHESIS IN FRONT OF BEAM SIZE ON forward reach a I lowlso shall not be higher than 48 Inches. Reach obetructions 20 inches g g �2 D ; or less deep may project into the clear space provided that knee clearance is maintained shower sesta, fasteners and mounting devices shall meet DOCUMENTS REFERENCES PAGE OF STRUCTURAL CALCULATION5 WHERE LCADING SUMMARY AND ,�� according to Section 1109233. Reach obstructions greate- than 20 inches deep may the following specifications: CALCULATION FOR THAT MEMBER 15 LOCATED. �r project Into the clear space provided that the reach obstruction shall not exceed 25 inches deep and the maximum high forward reach shall not exceed 44 inches high. The minimum low A. Bending stress in a handrail, grab bar or seat THESE NOTES ARE GENERAL IN NATURE AND INTENDED TO STIPULATE MINIMUM STANDARDS OF � 7 � forward reach ahF:!i not be lower than a inches. Per 1 exceed UBC Section high. The induced by the maximum bending moment from the CONSTRUCTION. THE DRAWINGS SHALL GOVERN OVER THE NOTES IN ALL MATTERS SPECIFICALLY p F. GAR0 4. Where the clear fluor space allows parallel approach by a person in a wheelchair, the application of 250 pounds shall be leas than the INDICATED. THESE DRAWINGS ARE FORA SINGLE SPECIFIC CLIENT TO BE USED FOR B OR maximum high aide reach allowed shall not be higher than 54 inches. Obstructions no greater allowable stress for the material of handrail, CONSTRUCTING A SINGLE PROJECT. PETER MAGARO ARCHITECTURE, PC. 15 THE AUTHOR to than 34 Incus high and no more than 24 inches deep may be located in the side reach area grab bar or seat. OF THESE DOCUMENTS AND RETAINS ALL COMMON LAWAND STATUTORY RIGHTS, INCLUDING THE �© provided that when such obstructions are present the side reach shall not be higher than COPYRIGHT. THESE DRAWINGS ARE NOT TO BE USED BY ANY PARTY OTHER THAN THE 46 (nchee. The minimum low side reach shall not be lower than 9 inches. Per 199-1 UBC B. Shear stress induced in a handrail, grab bar or ORIGINAL CLIENT, EXCEPT BY WRITTEN AGREEMENT WITH THE ARCHITECT. OF 0� seat b thea application of 250 pounds shall be THE ARCHITECT SHALL NOT HAVE CONTROL OR NOR SHALL BE RESPONSIBLE FOR CONSTRUCTION a) co Sectian 110923.6. y pp lags than the allowable shear stress for the > o 5. Door, cabinet, storage and plumbing fixture hardware shall have a lever for operation material of the handrail, grab bar or seat. If METHODS OR TECHNIQUES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS USED OR REQUIRED .E o by arm or wrist with a force no greater than 5 pounds. Exterior doors excluded. Per g IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, o r the Section 11093.1. the connection between the handrail, grab bar or SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THEIR 6. Doors shall have a clear minimum width of 32 inches. Per 1954 UBG Section 1109.92. seat and its mounting bracket or other support is •_- c considered to be full restrained, then direct ar.d FAILURE TO CARRY OUT THE WORK IN ACGORC;'ANCE WITH THE CONSTRUCTION DOCUMENTS. �_ o v N 1. Carpeting and floor mats shall be securely fastened to provide a firm, stable and smooth y surface. Per 1991 UBG Section 1109b2. torsional shear stresses shall be totaled for the IF THE CONTRACTOR DISCOVERS ANY DEFECTS IN THE CONSTRUCTION DOCUMENT5, HE SHALL 0 � G p` .;I - surface. Showers and toilet rooms shall have slip resistant Flooring. Per 1991 UBG Section 1109.63. combined shear stress, which shall not exceed the PROVIDE WRITTEN NOTICE OF THAT DEFECT TO THE ARCHITECT SO THAT THE od2CHITECT MAY 0 1 9. poor closers aha I I be adjusted to close from an open position of 10 degrees In not less a Ilowable shear stress. CORRECT SUCH DEFECT. IF THE CONTRACTOR FAILS TO DO 50, HE SHALL BEAR ALL COSTS vi o r` J p p 9 IU-) than 3 seconds, to a point 3 inches from latch. Per 1991 UBC: Section 1109.9.1. ASSOCIATED WITH PROCEEDING CAUSED BY SUCH DEFECT. IF THE CONTRACTOR DISCOVERS �p G• Shear force induced in a fastener or mounting A DEFECT IN CONSTRUCTION RESULTING FROM THE WORK OF THE ARCHITECT, WE : -ALL NOTIFY � v � > rn 10. Door hardware shall be lever type mounted at a maximum height of 48 inches above flniahad floor. Per 1991 UBG Section 1108.98. Doors along accessible routes shall comply with the device from the application of 250 pounds shall be T IN WRITING, AND ALLOW ARCHITECT TIME TO SUGGEST REPAIRS. IF T�4E CONTRACTOR °' U THE ARCHITECT J o m v less than the allowable lateral load of either the DOES NOT NOTIFY THE ARCHITECT IN WRITING, OR ALLOW REASONABLE TIME TO SUr.GsEST REPAIRS, following opening forces. Per 1991 UBG Section 1109.9: fastener or mountin device or the supporting ®.z Exterior Doors: 8-1/2 pounds 9 Imp g OR DOES THE REPAIRS NOT IN CONFORMANCE WITH THE ARCHITECT SUGGESTED MF*HODS, THEN Interior Doors: 5 pounds structure, whichever is the smaller allowable THE CONTRACTOR SHALL 5E,4R ALL COSTS ASSOe:IATED WITH SUCH DEFECT. 0 p 11. There shall be an unobstructed floor space of 5 feet diameter within a toilet room, load. THE CONTRACTOR 15 RESPONSIBLE FOR SAFE CONDITIONS AT THE JOB SITZ AND FOR TEMPORARY w 0 Q Entry door way encroach by a maximum of 12 inches. Per 1991 L!13G Section 1109.102. p. Tensile force induced in a fastener by a direct SUPPORT OF THE STRUCTURE PRIOR TO COMPLETION OF THE VERTICAL ATvL'� LATERAL LOAD 0 4Z 12. The ciaar latera I distance from the center line of a water closet to the nearest tension force of 25O pounds plus the maximum SYSTEMS. ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE GOVERNING STATE AND LOCAL 0� �Q obstruction shall not be less than 18 inches on either side. Per 1991 UBG Section moment from the application of 250 pounds shall be CODES AND ORDINANCES. VERIFY ALL DIMENSIONS PRIOR TO ERECTION. J less than the allowable withdrawal load between Q 13. The height of water closets shall be between 11-19 inches as measured from finished the fastener and the supporting structure. floor to top of seat. Per 1991 UBC: Section 1109.10.52. 14. Grab bars shall be installed on the wall at one side and at the: back of the water Q closet. The top of grab bars shall be not less than 33 inches and not more than 36 26. Accessible sink& in lunch rooms, classrooms, community inches above and parallel to the floor. Grab bars located at the side of the water kitchens and similar common areas shall comply with closet shall be a minimum of 42 inches in length and located not more than 12 inches this subsection. from the rear wall and extend at least 54 inches from the rear wall. Grab bars located at the back of the water closet shall be a minimum of 36 inches in length 21. Sinks shall be mounted with the counter or rim no II J �c+Jt and shall extend at least 12 inches beyond the center of the water closet toward higher than 34 inches above the finish floor. L (Gt GAGE 5TEEL Ff RAM I i I* i G; Z the side wall and at least 24 inches toward the open side of the water closet. Per W 1991 UBC Section 1109.10.53. 28. Knee clearance that is at least 21 inches high, 30 1. Steel is to be: 15. Flush controls shall be hand operated or automatic and be mounted for use from the wide Inc-has wide and 8 inches deep shall be provided a. ASTM A-446 Grade D (1=y 50 KSI) for 16 gage and heavier. side of the water closet area and not more than 44 inches above the floor. Controls underneath sinks. b. ASTM A-446 Grade A (FV = 33 KSI) for IS gage and lighter. - and operating mechanisms shall be operable with the wrist or arm and not require tight res n pinching or twisting of the wrist. The farce required to activate controls 29. Handrails shall be continuous along both sides of the 2. All fabrication, erection and identification of light gage steel _ g p 9 p g g stairs. The inside handrail on switchback or do ie framing shall conform to UJ5.G. Standard 21 9 and A.I.S.I. specification). (� shall be not greater than 5 pounds-force. Per 1991 UBC Section 1109.5.4. g g i-u 16. Toilet paper and other stall dispensers or receptacles shall be installed within easy stairs shall always be continuous. 3. Fastening of components shall be with self-tapping screws. reach of the water closet, and shall not interfere with unobstructed floor space or grab 30. If handrails are not continuous, they shall extend at 4. Steel etude or joists s .i! be "C" studs or Joists with stiffened lips as LUbar use. Toilet paper dispensers shall be in$talled within the reach range in Section 110923.5 and a minimum of 36 inches from the wall behind the water closet. Other least 12 inches beyond the top riser and at least 12 manufactured by Inryco/milcor, Angeles Metal Systema; Knorr or approved. dispensers shall have reach ranges as specified in Sections 110923.5 and 110923.6. inches plus the width of one tread beyond the bottom Size and gage are gas noted on drawings or as required by code. V p riser. At the top, the extension shall be parallel Per UBG Section 1109.10.5.5. with the floor or ground surface. At the bottom, the 5. Provide all accessories including, but not necessarily limited to, tracks, clips, LLancl•�ors, M. A clear floor space of at least 30 inches by 48 inches shall be provided in front handrat! shall continue to slope for a distance of the web stiffeners, fastening devices and other accessories required for �-.- of lavatories and may include knee and toe clearance. Per 1991 UBC Section 1109.101.1. width of one tread from the bottom riser. The complete and proper installation. O 18. Lavatories shall be mounted no higher than 34 inches from finished floor to rim or remainder of the extension "Il be horizontal. 6. End blocking. shall be provided where Joist ends are not otherwise restrained from counter surface. Per 1991 UBC; Section 1109.10.12. rotation. , \ l9. The total depth of clear apace beneath a lavatory shall be at least 11 inches of which 31. The clear space between the handrails and the wall 1. Joists shall be located directly over bearing studs, unless otherwise noted. toe clearance shall not be more than 6 inches of the total depth. Knee clearance shall shall be 1-1/2 inches. be at least 29 inches at the edge of the rim .nnd 21 inches high measured 8 inches under 8. Splices in axially loaded studs shall not be permitted. the rim and 30 inches wide. Toe clearance shall be 9 ine:hes high and extend under the 32. Gripping surfaces shall be uninterrupted by newel ' rim of the lavatory a minimum of 11 inches. Per 1991 UBC: Section i109.10.13. posts, other construction elements or obstructions. S. Studs shall be securely attached t;� flanges of both upper and lower tracks. � ' I 20. Hot water and drain pipes exposed under lavatories shall be insulated or otherwise covered. There shall be no sharp or abrasive surfaces under lavatories. Per 1991 UBG 33. Top of handrail gripping surface shall be mounted 10. Provide 16 gage cont. metal stud bridging at top and bottom of calling joists l `� Section 1109.10.1.4. between 34 Inches and 38 inches above stair nosings. at 48"O.C., secure to perimeter walla typical. 21. Faucet control handles shall be located no more than 11 inches from the front edge of 7- the the lavatory or counter, and )hall comply with Section 11093. Self-closing valves 34. Ends of handrails shall be returned to the floor, wall 1_l_i shall remain open for at least 10 seconds per operation. Per 1°+,.'j4 UBC Sectio+l 1109.10.15. or post. 22. Mirrors and medicine cabinets shall be installed so the bottom of the reflective surface Is within 40 inches of the floor. Other dispensers shall have reach ranges as Specified 35. Handrails shall not rotate within their fittings. in Sections 110923.5 and 110923.6. Per 1991 UBC Section 1109.108. 23. Urinals shall have a clear space measuring 30"X48" in front of the- urinal. Urinal anialds that do 36. Where two doors are in aeries, the minimum distance not extend bayond the front of the urinal rim may be provided with 29" clearance between them. between two hinged or pivoted doors shall be 48 inches Urinals shall be stall type or wall hung with the rim at a maximum of 11" above the ?loop•. Flush plus the width of any door swinging into the space. controls shall be mounted not more than 44" above the floor. Doors in a series shall swing either in the same direction or away from the space between the doors. 31. Thresholds at doors shall comply with Section 1109.4.4. Threshold& at doorways shall not exceed 3/4 inch in height for exterior sliding doors or 1/2 Inch for other types of doors. Raised thresholds and floor level changes at accessible doorways sha I I be beveled with a slope no greater than I unit vertical in 2 units horizontal (5090 slope). 38. Door closers or power- operators are not mandatory, but 7 when used shall be opareble as required by this section and Section 1004.8. 39. The opening force of doors along an accessible route Z shall be as follows: A. Exterior doors: 8-1/2 pounds-force (318N). COAWN 15. Interior doors: 5 pounds-force (22.2N). GI-I�CICt*a G. Stairway doors at pressurized stair enclosures: 15 pounds at exterior doors, pA� b-se-m3 D. Where environmental conditions require greater ---- --- closing pressure, power-operated doors shall be used within the accessible route. Joe. NIG. E. Fire doors shall have the minimum ford necessary to close and latch the door. 69th Ave. 12665 BUP2003-00379 3 of 34 AUG 12 2003 A100 I�i I�I IIJI Ill 1_11-_.I_l-i_-_11--Iltl-1L' 11-1 IIII_-Il-l-llNOTICE: IF THE PRINT OR TYPE ON ANY 12I�I , tr� t,G -gO -, � 710 1IMAGE IS NOT AS CLEAR AS THIS NOTICE, 4 6 -1_--- - -_- 1 IT IS DUE TO THE QUALITY OF THE No 36 ORIGINAL DOCUMENT �i IIII ►l►� IlliI IIII IIII�III�IIII�IIIII�i �I � lI111T 8 I iiT 9 9et ii � �iil� it Z ZO1 t I► III ��IIIII11►ililll1lll ►� 1�►II � it £ Zl� iu1i<i7i�i�►i�»►� i l ►1111,11 I II I � I II Ii� i l' REV15ION5 ey I STRUCTU9A1_NOTES l wood Sheathing Glue minated Members - �t�e Rainforcln _ ive ,2L �- - 1 1. All reinforcing steel for concrete sha I I conform to U.B.C. I. All plywood sheathing shall be C-D grade, unless otherwise 1. Glue iaminated members shall be western species conforming to Standard No. 2-6-4 and ASTM A-615 grade 60. Roof . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 PSF minimum roof snow load U.B.C. Standards 25-10 and 25-I1 A.I.T.C. ll1 and be (snow build-up load' as per noted, with exterior gg!ue manufactured to accordance with manufactured in accordance with United States Product Standard 2. Reinforcing (minimum unless otherwise noted on plans) S.E.A.O. snow load anaTyeis) ----- -- -- ---- - , United Sates Produc{ Standard PS i-83/,c�NSI A199.1 "For Construction and Industrial Plywood", conf'irm to U.B.C. P5 56-13, 24F-V4. A. Place two (2) 04 continuous at bottom, top and at Floor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50 PSF Typical Office Standard 23-2, and bear the A.P.A. trademark of the American discontinuous ends of all foundations and walls. 100 PSF Corridors and Stairs i. Plywood Association. 2. All glue laminated members shall be notched, shaped and Floor Partition Allowance . . . . . . . . . . . . . . 20 PSF finished as per plans and Specifications and shall be B. Place 2'-0" x 2'-0" bars at corners and intersections For fabricated with waterproof glues. walls and Foundations equal in size and number to Wind . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U.B.C. 80 mph exposure "B" A. Roof Sheathing 5/8" index 32/16 horizontal reinforcing. Seismic . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U.B.G. Zone 3 1991 edition B. Mechanical Floor 5/0" index 40/20 3. Erection of members shall conform to A.i.T.C. specifications. 3. All reinforcingsteel shall be detailed, fabricated and laced C. Floor 1-1/8" 2-4-1 T4G in accordance with A.G.I. Detailing Manual 315. p 5er�tral D. Walls 1/2" index 24/0 4. Provide standard 1600 foot radius camber unlc3s otherwise noted. A. All reinforcing steel shall be accurately and securely 1. Unless otherwise noted, material and design specifications D 2. Plywood sheathing shall be laid with end joint& staggered, placed. cited herein shall be those conforming to the version of the 5. A certificate of conformance in addition to attachments 01 and B. Reinforcing steel shall not be bent or displaced for the applicable specification or code most recently adopted by the ti 3. Block all wall aheathin with a 2 x 4 flat blocking at all 02 from A.I.T.C. or inspection by an independent testing g p permitting authority. These structural notes are to be used C"J � edges g g laboratory will be required. convenience of other trades, unless approved by the p g y W \3 0 9 structural engineer. as a supplement to the Spec(Flcations. 04P YAGARO � 4. Nail as per schedule and drawings. 6. Beams cantilevering or continuous over one l U or more H N, OR y p g g C. Minimum cover From concrete surfaces to reinforcing steel shall be: 2. General contractor shall verll all dimensions and conditions. to supports ehall have equal bending stress rating in the top and y 5. Lay out plywood to eliminate any width less than I'•-011. bottom faces, and shall be 24F-V$. 3" +/- 1/2" to bottom of footingc� 3. A. Shop drawings shall be required on: reinforcing steel, i' 2" +/- i/4" to earth face of wa IT structural steel, and g lue laminated members and shall be OF, Og� 1. Nailing and Connection Schedule 1 1/2" +/- 1/4" to inside face of wall reviewed prior to fabrication. i Mlnrmum Number of Nails for Wood Members Light Metal Plate Connected Wood Truss (Except as Noted on Drawings) D. Lap all bare a minimum of 36 diameters, except B, Shop drawings, stamped b a licensed structural engineer 1. Trusses shall comply with U$.C., ANSI/TPI i National Desiggn as otherwise noted. p 9 p y g Standard for Metal Plate Connected Wood Trusses, ANS177P1 2 in the state of Oregon, shall be required on light metal plate > a Connectlon mammon E. Electrical conduit shall be placed near center of slab. 0 0 Standard for Testin Performance For Metal Plate Connected connectad wood trusses. Wood Trusses, and 311 provisions of the design specifications F. Reinforcement bare shall not be tack welded, welded, Unless stated otherwise in the specifications, Submit one (l) z c Q' Studs to plates - end nail 2-ibd for light metal pla'e connected wood trusses of the Truss heated or out, unless indicated on the contract documents print and one reproducible for approval or corrections. O o c s or - Toe Nall 4-10d Plate Institute, except as otherwise noted. or approved by the structural engineer. �L.7� o CP- Top N Top Plates 4 Bottom Plates Q v L_ ,I- - Spike tcqether 10d at 8" O.C. . All truss and compressive member stay bracing and connections p . 4. First floor shall be permanently attached to wall, or shore Brick and Mar Anchored Veneer ` O son � - Lap and intersections 4-10d each side joint shall be manufactured by an approved manufacturer. wails prior to backfil!rng against structure. al �CL N o r- Floor joists (Roof joists) (tali ng �IDistal 3. Members shall not exceed a live load deflection of L/360 for 1. Ali ledger an le which support brick e, �naSonry shall be 5. This structure and all of ria parts moat be adequately braced C7 �O o - to plates or beams- toe nail 2-106 roofs or working stresses for the appropriate material under hot-dipped galvanized. against wind, lateral earth seismic forces until the h` U r` o a tots I load of 45 PSF for roof member. permanent lateral force resisting systems have been _I o m o Blocking to plate - toe nail 2-Vol 2. Provide approved veneer anchors in :%.,mpliance with U.B.G. constructed and all attachments and connections necessaryQ Blocking to joists - each end 2-iod 4. Truss manufacturer shall funilsh complete engineering shop Chapter 30, and not less than one lU per each two (2) square for the stability of the structure and its parts have beer ade. �Z p g g p feet of wail area at not over 14 O.C. spac'ncg. Provide O Corner Studs 100! at 12" O.G. drawings with registered structural engineer's seal. Shop additional ties as required, and seed not over 3' apart and �0 drawin s Shall cl_earl shoe erection an and all I sta bracing q p p 6. All features of constrUCtlon not fully shown shall be of the W 2x Laminated Beams 10d at 12" T 4 staggered g y p g within 12 of the edge around all openings, and at each third same t e and character as shown for similar conditions vFn� g9 for truss compressive mrsmbers and required connections. Truss yp �" w Each beard to supporting members 1-toe nail and 1-face nail �' c� course at jambs. Ins all anchors in Second course above and subject to review b the architect and engineer. �w O Q To parallel wails and beams 6 O.C. designs shall include ail member Forces and combined stresses below ledger angles. j y g O e,`0 for verification. Submitta I Shall also include all ICBG 74cor ongapproval information. 1. All products and materials used by the contractor shall be a_ cZ 3. Brick anchors to be: hot dipped alvanized two-piece a Iced erected or installed in strict accordance sheathing 5/8 index 32/i6) adjustable tie and anchor system, 3/1 diameter ansa( wire �� placed, At edges of each sheet, blocking 4 walls 8d at 6" O.G. 5. All connection plates shall develop the full Stress in a and 14 GA. bent steel sheetySize as required to extend w t the manufacturers in&tructlonS. Q ® -- At interior of sheet 8d at 12" O.G. member with minimum transfer at any member of 2000 lbs. within 3/4" of outside ma&onr face. +� L At boundaries cF roof 8d at 6 O.G. y 8. Special inspection in accordance with the UB.C. shall be m 6. The truss manufacturer shall submit certificate from an A. Wood stud backing: DW-10 by Hohmann and Barnard 'nc. provided for this structure' and Shall include: .Q 2. Floor Sheat`•1ino (i 1/8" 2-4-1 T4G) independent testing company that all -trusses delivered to job with Hohmann and Barnard Inc.'s b na-tie and sefamicli At ed es of eaeln sheet, blocking 4 walls lod <9t 6" O.G. p g p y p- A. Concrete g 9 site conform to approved sFiop drawings. Goat of all test Attach to wood studs with a minimum two (2) "8 x I. 1/2' At interior of sheet loci at 10" O.G. certificates shall be borne by the g. Bolts installed into concrete truss manufacturer and wood screws. C. Reinforcing steel At boundaries of floor loci at 6" O.C. shall be submitted prior to the Start -,)f erection. B. Concrete backing: "315 flexible dovetail brick tie with D. Welding Apply 1/4" diameter continuous bead of construction adhesive 1. Connect all trusses to supporting members with 1-Sim son H25 byna-tie and seismic clip with '"305 anchor slot by W conforming to AFG-01 to tops of all joists, blocking and pp g p Hohmann and Barnard. p j g anchor and two (2) loci toe nails, unless otherwise noted. Structural X111 or 15ack,ill plates immediately prior to placing panels. 4. All hot dipped galvanizing shail have a minimum coating of 15 Z I All fill and backfill laced in the buildfn area beneath sued B + 8. Double trusses under mechanical units, unless otherwise noted. ounces of znc per square foot of surface area, in accordance Surfaces shall be clonsel compacted. Sugch fillip and backfillin U_ � �u Z 3. Wall Shea thing (]/'.1 index 24/0) with Chapter 3oF the U.B.C.. i � p g g Block all edge& with 2 x 4 flats shall be accom 1 shed a ter removing all vegetation, rubbish bad L existing fill, strffpp(ng all topsoil (6" minimum) Ind prerolling Z At edges of each sheet to at�ida, Fram(n Lumber blocking 4 Ovalle• 8d at 6" O.G. 9 tru t ral5teel and Miscellaneous Iron within the building and parking areas or following over-excavation At interior of each sheet 8d at 12" O.C. I. Structure I steel Shall I I conform to AST1'1 4-36. in footin areas. IF old fil! or soft natural sub rade materia! At boundaries of wall 8d at 6" O.C. 1. All Framing lumber shall be douglas fir-larch a» noted below and shall is encountered, over-excavate and replace with compacted fill. n� conform to the provisions of U.B.C. All structural fill shall be placed in loose lifts not exceeding 8" in - 1� 2. Structural tubes shall conform to ASTM A-500, Gr. B, Fy = 46 thickness and compacted to a density of at least 95% of maximum dry KSI. Structuralpipeshall conform to A-53, Grade B, Type E density, as determined b ASTT1 0-1551. The adequacy of the field � � 0 Otzher Woad Connections Sizo_:lassification Deai n b rue IPSI) or Type S Fy 3 KSI. compaction shall be verr�red by random field density tests. Structural ilii shall consist of a sand and ravel mixture or Q 1. All plates and ledgers shall be anchored with a minimum of A. Exterior Wall Studs F = 525 g _ p g b 3. All fabrication, erection, Identification and painting of crushed rocky well-graded from coarse-to-fine with less than 10% n� three (3) anchors per piece. No. 3 Fr = 115 structural steel shall conform to A.I.S.C. specifications and by weight of the minus 3/4" fraction passing the "200 sieve, and ` � r,� IX Or Stud Grade E = 1,400,000 U.B.C. Standards No. 21-2. shall be free of organics, rubbish, clay balls and rocks larger LLI Minimum Size and Maxtmutti Spacing than 4". Compaction within 5' of walls mall be done with the light 1tt 4. A. All welding shall conform to A.W.S. specifications. weight, hand held equipment. Exercise care so walla are not �-- U 2. Plates to Concrete Foundation B. Interior Wali Studs F = 515 B. Welds shail be made with 10 series electrodes, unless displaced or cracked. Consult the foundation investigate report, �Q - Walls 5/8" Dia. x 10" A. bolt at 4'-0" O.C. b otherwise noted. which is available at the architects office, for add;,.(onal 7 Standard or Better Fr- = 850 information. N 3. Lag bolt installation i/2" Dia. bolt = 5/6" Dia. hole Or Stud Grade E - 1,400,000 5. All members shall be connected with semi-finished machine Pre-drill holes for 5/8" Dia. bolt = 13/32" Dia. hole bolts, .unless noted otherwise onplans. Machine bolts shall Concrete - Cast-In-Place Lag threads 3/4" Dia. bolt = 1/2" Dia, hole C. Joists F = 900 conform to ASTM A-301, Grade A. 1" Dia. bolt ., 11/16" Dia. hole b 1. All concrete shall develop a minimum twenty-eight (28) dayy No. 2 FV = 95 6. Anchor bolts shall conform to ASTM A-301, Gracle A, and Small laboratory-cured compressive cylinder strength of 3000 PS1 for E = 1,600,000 be provided with washers and nuts. Galvanize exterior bolts all uses. wrenSoap�tads of lege immediately prior to installing with Galvanizing shall be in accordance with ASTM A1L3. only. Concrete exposed to elements shall have 5% +/- leo entrained D. Beams F b= 1350 air, by volume, conforming to A57M C-260. 4. All framing connectors shall be Simpson orapproved. No. i F = 85 1. 1�olt heads or Huta bearing on Sloping flanges shall be equipped with beveled wasFers. 2. A minimum of three (3) concrete test cylinde-s shall be F 925 provided for each one hundred (100) cu. ards or each da of 5. Connect all beam and joists with Simpson hanger to develop - p y y pour for each concrete strength. C strength of members. E = 1,600,000 8. Er,sctton aids such Ss bolts, clips, alhims, seats or anyy others ylinders shall be twenty requ;red to facilitate construction are the responaibilTty of a8 Follows: One ll) at seven l ) day---. and two l2) at twenty- the contractor to d��s, nand rovide. eight (28) days. Cast additional cylinder for strength6. Provide standard plate washers unser h�.sade of nuts of bolts E. Posts F = 1200 g p verification If problems develop from the twenty-eight (28) b No. I E = 1,600,000 day break g Prefabricated Floor and Roof Joists 3. Concrete cylinder sampling and testing shall conforin with ASTM F. Blocking, specifications. Acceptance of concrete shall be governed b Plates Bridging Fb = 515 I. All floor members shall be manufactured by 'Trus Joist Corp.Gorp. y the provisions of A.C.I. 318 "Building Code Requirements for i Standard or Better F, = 850 or approved. Reinforced Concrete". Mix designs with complete statistical Or Stud Grade E = 1,400000 2. All joists shall conform to all provisions of the Uniform backup shall be submitted for review. � V Building Code. 4. Concrete materials, formwork, mixininlacin and curing shall 2. All members 3X or less (least dimensions) shall be maximum 199,& moisture 3. Joists shall not exceed a live load deflection of L/600 at conform to the specifications contained in the A.C .I. "Manual LL content. of Concrete Practice". floors, or the working stresses as shown in the U$.C. 3. Provide solid blockrn (Same de th of member) at all Dints of bearin standards for appropriate materials. g p p g• 5. At areas of depressions for slabs, provide minimum thickness Solid bridging at 8'-0" C .C. maximum shall be required where joists have 4. Joist manufacturer Shall Furnish complete engineering shop of depth as for adjacent areae,, unless otherwise noted. a five (5) to one (I. or greater depth to thickness ratio and where one (I) drawin a with registered Structural enp ineer's seal. g p edge is not held in line by Sheathing, wallboard, bracing, etc. g g g 6. Construction oints between footings and walls, columns, or LU 5. TJI Series pilasters and the slabs the support and vertical wall 4. All plates and !edgers in contact with concrete or masonry shall be construction Dints sha( b�p�ra tired b rou henin t f pressure treated. I�ressure treated lumber shall bear the AiLP.B. Manufacturer shall furnieFi all end and intermediate amplitude of joints lJ4"pl red by contract o face (American Wood Preservers Bureau) quality mark stiffeners, blocking and/or &hear panels, tarioling, And clean and free of l xi%t l Construction4", levng thejcIc shall have hangers as required to provide a complete Floor or roof 2x Ice Ova a where indicated in the drawings. The contractor 5. Double all jois�s under parallel partitions. atructura l Syt3tem. shall submit For review details of proposed construction 6. For nailrn see schedule and drawings. 6. Double all joists under mechanical units, unless othomJae joints not detailed in the structural drawings. 9 9 noted. DRAWN 1. Concrete sha!I not be placed on Frozen ground. 1. Sprinkler line attachments shall conform to NF.P.A. Pamphlet Non-Shrink Grout c14EcMCFD 13A and True Joist Publication "Guidelines for Sprinkler System Installation with True Joist". Loads hung from true Grout shall be nonshrinkable grout conforming to ASTM C-1101 and _ DATE jai&ta shall not exceed thirty (30) pounds at any one ll) CRD-621, Corps of Engineers "Specifications fcr Nonshrink Grout". 6-26-03 point, nor shall total loads in pounds on ariy ->iie (1) joist Grout shall have a sppecified compreselves strength at twenty-eight m--- -- exceed six (6) times the span In feet, unless detailed (28) day-s of 5000 t-51, 5 ALE otherwise on the draawinggs. Attachment of loads exceeding one hundred (100) pounds aTiall be approved prior to inetailatlon. Pregrouting of base plates will not be permitted. --- Dv not notch or drill structural members, except as allowed Joe. No. by 0B.C. or as apprt::,ved prior to installation. AUG + 2 2003 69th Ave.Ave. 12665 BUP2003-00379 T 4 of 34 A10081 e� ,1 NOTICE: IF THE PRINT OR TYPE ON ANY i Jill I I i 11 11 1 1 I 1 1 1 1 1 1 III I IIIII III 1 1 1 1 1 1 1 11 [ III III f IT III III I l i I I III III III III I i I III III I I III III I I I III III III III 111111 111 1111111 ! I I III 1 1 1 1 1 1 1 III III IIIII I IMAGE .S NOT AS CLEAR AS THiS NOTICE, �- I 111--I I I-"' I I --1.31 I I -- I_4 I_ I I. 1 __I--I-- 16C_- ( S I I IO 111 I 1� '2 IT IS DUE TO THE (QUALITY OF THE No.36 - � ORIGINAL DOCUMENT [I, o�S6Z T9711 Gri, 87, 9Z 6Z EZ1 Z Ito, ' Z O84[ 8l 1 SII111111111F�1IIIIII II iII + ) 1 I� I� II� III IIIIIIIIIIII IIIIIIIIIIIIII llll�lll 111III ii ii III► II�IIIIIIIIIIIIII ill 111111 I� 111�1111�111111111�111111111�111111 Ii� ►I ll 1 1 1 I � l Illlllll IIIII 111111111111►IIIII�1lll�l�Ulllllll�llllllllli�� l� ll��.►III►1�11 'M WAV16ION6 Dy GYPSUM BOARD 23/4"xli8" 20 GA - - - - --- - _..._7- % GYPSUM BOARD PLYWOOD SHT'G PER - - -- TYPE "X" (INTERIOR) - FURRING HAT CHANNELS -- - - SOUND INSULATING (BOTH SIDES) 57RUGtURAL SEE PLANS _ __.._ gid" TYPE ''X" GLASS MAT GYPSUM SHEATHING: BATT ---- --- - (EXTERIOR) PLYWOOD SHT'G ----------- ---- PER STRUCTURAL 1"1 G}.� --PLYWGOD ',H7'G PER _ EXTERIOR INTERIOR - --- 2x4 WOOD STUDS (BOTH SIDES) DBL 2x4 PLATES --- c -- �j—�•-�,4FT STRUCTURAL SEE PLANS 2x6 WOOD STUDS g% GYPSUM BOARD- - "TYNE)" BUILDING PAPER _ - - ---- 16" O.0 IUN.OJ --- %"x362" WOOD BASE OR APPROVED EQUAL * I6" O.0 lUN_O.) o WOOD SIDING - -- -- - -E--- ; -R-21 BATT MSUALTION CARPET AND PAD --- 2x4 WOOD STUDS - .. -2x6 WOOD STUDS PER PLANS +� 16" O.0 IUN.OJ t +� 16" O.0 (UN.O.) \, .. ,� S T UJ,4 NT 5�4EAfR UJ,4� D T I �— 1 -SOUR fi`i4TED EXT UJAI_ L �1„CEC�4NIC �. _ FLOOR--- DIAPHRAGM SCALE P=1'-0" p SCALE 1"=1'-0" SCALE 1"=1'-0" 37 GA FILE NO. WP 8130 - SEE NOTE AT BOTTOM OF 544EET W � F. CARO y �SRTON. OR 0� 4" BRICK VENEER------____.__ F 0 Y TYPE "X11 - -- 2x4 WOO. STUDS -- _ - -` GYP3UM BOARD -- SOUND INSULATING MIN 2.5" EXPANDED DIAMCN I gig" GYPSUM BOARD MESH GALVANIZED METAL (BOTH .SIDES) � o ' IBUTH SIDES% �_ BATT .� o VINYL BASE- 16" O.0 (U.N.O.) LATH � 'E CD 23/4"x�i8" 20 GA 23/4"xlks" 20 GA o) RESILIENT --� — DBL 2x4 PLATES FURRING HAT CHANNELS - SOUND INSULATING RESILIENT CHANNELS EXT=°RIOR INT i2IOR_ �G a c FLOORING (8OTP SIDES) BATT 24" O.G. (ONE SIDE) \J PLYWOOD SHT'G -T 0,17 C o N PER STRUCTURAL "TYVEK" BUILDING PAPER- 2x6 WCOD STUDS O J �► 16" O.0 (UN.O.) (BOTH SIDES) 1"IE C I RE SIDE OR APPROVED EQUAL o S}-} 4FT I -- R-21 BATT INSUALTIONLn -FLOOR gra" GYPSUM BOARD-- - 2x WOOD STUDS �u o > DIAPHRAGM � ` un (BOTH SIDES) a 16" O.0 (PER PLAN) 1/2" PLYWOOD SHT'G -- Q � 0 o PER STRUCTURAL i.`�Q o m � -- 2x4 WOOD STUDS Z Oc _` � m 16" O.0 (UN.O.) / _ W cd f _ - — W ATEWALL STONE ENEERED EXT LULlWn Nt 5�EAR/50UN DUBLL ��CLm LSCALE I"= 1 -0" SALE 1' =1 -0" 2x4 WOOD STUDS SCALE "=1 -0 L a DBL 2x4 PLATES 16" O.0 (UN.O.) GA FILE NO. WP 3230 - SEE NOTE AT BOTTOM OF SHEET _ VINYL BASE %"x3 f/2" WOOD BASE i RESILIENT \ CARPET ANP PAD FLOORING, 00 PLYWOOD 5HT'G PER 44 STRUCTURAL SEE PLANS5i3"G P Y SUM BOARD GYPSUM BOARD (BOTH SIDES) - SOUND INSULATING gra" GYPSUM BOARD- O ' BATT (BOTH SIDES) — SOUND INSULATING �1 �i FLOOR - BATT EXTERIOR INTERIOR . U D I APHRAGM 23/4"x"Wg" 20 GA - — FURRING HAT CHANNEL 2x4 WOOD STUDS as 24" O.G. 23%+��x�°� 20 GA FURRING HAT CHANNELS2x6 WOOD STUDS (STAGGERED.) ON 2x(o SILL AND (BOTH SIDES) "TYVEK" BUILDING PAPER +� ib" O.0 (U.N.O.) UL Ill z TOP PLATES OR APPROVED EQUAL I �, O TT INSUA TION TOILET 51DE TOILET 51DE TOILET 51DE R 21 BA L z � (?)LAYERS OF 1/4" GYP BD n� "LONG EACH CURVED WALL SIDE 2x WOOD STUDS / � I � 6 I6" O.0 (PER PLAN) -- (P 0 jll F� 00R ,�SE5 XT 5 E fig' UJ Ls �. DETAIL � O — SCALE 1 1 -0 INT CURVED UJALL DETAIL 5OUNI) WALL TOILE -1-5 \ � SCALE 1"=1'-0" SCALE i"=1'-0" I/2 1L1 ,I II (s) 5/8" Grosum BOARDPLYWOOD SHT'G PER - BOTH SIDES s%" GYPSUM BOARD- STRUCTURAL SEE PLANS 5/8" GYPSUM BOARD (BOTH SIDES) --- SOUND INSULATING (BOTH SIDES) 2x4 WOOD STUDS — 5/8" GYPSUM BOARD BATT a 16" O.0 (UN.O.) BOTH SIDES 23/4"xlp" 20 GA EXTERIOR INTERIOR_ FURRING HAT CHANNELS DBL 2x4 PLATES "TYNE)" BUILDING PAPER 2xb WOOD STUDS `- vIN`'L BASE - 5; " f� — 2x4 WOOD STUDS �-- �I OR APPROVED EQUAL +� Ib" O.C, IUN.O.) * e x3 2 WOOD BASE � ib" O.0 (UN.O.) TOILcT 51DE NON-TOILET •i DE � RESILIENT �. *CARPET AND PAD R-21 BATT INSUALTION FLOORING -- 2x WOOD STUDS -_ 0 16" O.0 (PER PLAN) -FLOOR -- - DIAPHRAGM BOTH SIDES T` FICAL INTERIOR UJAL50UNDf T5 — _UJ,�� _ TO � � N SCALE 1"=1'-0SCALE I =1 0" I " --� �-- - - - _A SCALE 1"=1'-0" - ____ , PLYWOOD SHT'G PER 5/8 GYPSUI"1` SOUND INSULATING STRUCTURAL SEE PLANS �� 1 BOARD t3AtT (BOTH SIDES) �> --- 5/8" GYPSUM BOARD C�%1„f'SU1"i r- IRE IPE515TIVE D�-`51CN GfR_ E_R ---- ----5 R /8" GYPSUM BOAD INTERIOR_ 23,4"xlt" 20 GA----' A- - EXTERIOR _. COIRAWN FURRING HAT �.�,4 FILE LE NO. UJP 813 BONN s DES) �, __ - ---2x6 wooD 57up5 c� CSA FILE NO. Wf=> 323>a _�- TYVEK BUILDING PAPER-� -- OR APPROVED EQUAL -` +� I6" O.0 IUN.UJ — RESILIENT CHANNELS 24" O.G. ATTACHED AT RIGHT ANGLES EXTERIOR 51DE: ONE LAYER 5/8" TYPE "X" GLASS MATT SU55TRATE (5HEATHIHG) APPLIED 2x4 WOOD STUDS �� BATT INSUAL71ON TO ONE SIDE OF 2X4 WOOD STUDS AT 16" O.G. W/ 6d COATED NAILS, PARRALLEL TO 2X6 WOOD STUDS AT 16" O.C. W/ GALVANIZED ROOFING NAILS, 1 3/4" LONG, 0 16" O.0 (UN.O.) - ---R-2i bRbim3 f r 1/16" HEAD, 8" O.C- EXTERIOR SURFACE COVERED W/ WEATHER EXPOSED CLADDING SYSTEM. - 1 � LO'�G W/ �2 �C3 GYP WALLBOARD FILLER SCRIPS A. FLOOR LINE W/ 6d. --- �� n ONE LAYER 5/8" TYPE "X" GYPSUM BOARD PARALLEL t0 CHANNELS W/ I" TY-4 S DRYWALL SREWS AT b" O.C. AT HORTZ. AND 12" O.C. AT INTERM INTERIOR SIDE: ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD, APPLIED PARALLEL OR J w AND 1 1%1" FIBER INSULATION. AT RIGHT ANGLES 70 STUDS WITH rod COATED NAILS, 11/8" LONG, I/4" HEAD, 1"O.C. /� I I III /'� T SIT SIDES. �. I I�I j"`� EXT ��'-4� 1 1"T� " ��T� �---W f�-4� � �►�'t JIONTS STAGGERED A OPP E /� —T�F I CAL_ %0L I `�C UJ4_L L- - - - STALE I"=1'-0° — BOTH SIDES A101 t ii U._, 69th Ave. 12665 3UP2003-00379 5 of 34 Aimd , NOTICE: IF THE PRINT OR TYPE ON ANY rlr1i � Ili � 111I1 i � ili � ililillli i � iIlIII1 � 111I1III111III►I111(IIIIi1illllllll 111IIIIIIIII{ IIII III I111illll�'II!Illllllllif!IIIIIIIIII(IIIII II�IIIII�IIIIIIIII IIIIIIIIIIIIIII Illlllllilll IMAGE IS NOT AS CLEAR AS THIS NOTICE I I 1I ZI -- -31 1 �� L- _ --L-- -- _. l - IT IS DUE TO THE QUALITY OF THE N.36 m �a ' ORIGINAL DOCUMENTlz tj �I �IE��(Z�I �IIZ �IIIIIl ZI� I!, O�►� 6 IIII1IIIiIIII� �litllll�llllIIII►I��I I1ILI119 116 1 2,11 � l�?, 9 i�r�uN�I ►I ►�� ► (I �III��I ►��II � I tl RS1/I6(ONb DY L�EsA5EMENT REMOVALKW _a 9/30/03 I.P A202 1.3 A202 1.6 A203 2.,a A203 .0 3.1 A203 �.� A203 4.4 5.D II � DD Q � F. GASO y PERL.DDOWN-5 LONG PAD PER_ -HO it i'-3" �'-9" I STRUCT. DWGS GONG PAD PER STRUCT > 0� STRUCT -- _ I PRIMETER CONC Q �O _ FOOTING W/ STONE . ? - ". [ RIGID INSUL. VENEER — u12F1 ____ F O I I > o TYR I c: o M • — - • - — --- � � 1 - I - �n —�` zo 0 fm o_ _ 0c 18" TYP. ~ o Q)N I f I l l l l l l l i I f `_. I III f a 3 0 r _ \\\-j4" __ _ - o � Ln GONG 12 TYP. — _ I .�.g v 0 � > ' m I SLAB I I I I I I I I \__4" CONC 9 Q� � _f C me-1/2" CONIC SLAB N COMPACTED ISLAB s��'`v Q GRANULAR FILL W INFORCINC§ -f tz OR MESH (PER ST CT DWGS) - f f ( I I I I I I a��0 TOP OF SLAB ELEVATION = 245.50'STONE ( I I VENEER (VERIFY W/CIVIL D S) Ld I ' I vLd _ �ILL O c>d CON FOOTING PER I -'—STONE m Q - STRU T DWCxS - I I Io VENEER 0— WZF2 d a� f �' PROVIDE CAPPED SAN SEWER �-m*- }— ' I I ! FOR FUTURE CONNcCTION I I � i I CONTINUOUS STRI '-+ - ' ® = 0- Q I I I I VERIFY LOCATION) ( INTERIOR FT'G � I � Arr�l 0 UTD • - C = NE 4 N I (J I �---GONG FOOTING PER ( I 9 0 _ - _ • I I f STRUCT DWGS L JLuO m f LJ � STONE 0 � I I I M I _ FUTURE DESIGNATED AREA VENEER 0 I CONC FOOTING PES FOR UNISEX TOILET ROOM STRUCT DwGs ABOVE I GONG FOOTING PER I �, ( I STRUCT pWC�S Lu--- Lu L Cf A LL 0 CJI a2m1 O w LH — c., 2" TYP. cv 61 12" TYP. C14I 3-I/2" CONIC SLAB ON COMPACTED GRANULAR FILL W/REINFORCING r OR MESH (PER STRUCT DWCxS) -r TOP OF SLAB ELEVATION = 245.x50' I I'III v, I (VERIFY W/CIVIL DWGS) I I PERIMETER GONG -!!-�l • f r _ --I — I _ FOOTING W/ J(l V I - _ CONC FOOTING PER RIGID INSUL. STRUCT DWCxS F -1 f 18" TYP. O �— - -- J LI %j log Sol Ore- EL -- D 10 2'-0" STONE VENEER RETURN ? W 2'- 0" STONE FOOTING GONG VENEER RETURN - 3 0 2003 f I RIGID INSUL. I I HOLDDOWNS PER STRUCT. UWGS iI 71GARl.. IDING, DIVISION 9'-4" 12'-4"40 io SHEAR WALL PER PLANS 2x P.T. MUDSILL GALVANIZED FLASHING SHEAR WALL + PROTECTIO I� PER PLANS PERP ANSL I BOARD LL u�� PCONC ERS RUG RETAINING WALL FOUND A T I O N F L A B 2x P.T. MUDSILL -- 2x P.T. MUDSILL I ' `� - R-21 RIGID SCALE 1/4"=1'-0-1 _ INSULATION STONE _ V� �� _ GALVANIZED-- _-_ ---- TO TOP OF FT'Cs VENEER - FLASHING - cNsc,�cxa - — _ - _ PROTECTION-- NOTE& BOARD WATERPROOFING THIS PLAN IS TO BE USED IN CONJUNCTION WITH THE "STRUCTURAL FOUNDATION PLAN" DATE MEMBRANE SHT 6-2, 46 A DIMENSIONAL AID AND FOR ITEMS THAT ARE ARCHITECTURAL IN NATURE. /03 ALL ITEMS PERTAINING TO STRUCTURAL ARE TO BE 05TAINED PROM S i RUCT PLANS. ANY �# R-21 RIGID—-, I! GONG FT'G R-21 RIGID—_zCONIC FT'G DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE AR,;HITECT AND ENGINEER INSULATION -------- PER STRUCT INSULATION PER STRUCT SOH. F.ID. 4" DIA. AB _ PEWERATTED GONG RETAINING WALL tm visto N RIGID IN�UL4TION � 5�OVE VENEER RIGID (N�ULATI�N DETAIL PERIMETER DRAIN FT'CPER3TRUGr 69th Ave. 12685 SCALE 1"=1'-0" 2 SCALE 111811-011 — --- - BUP2003-00379 8 of 34 3 FIG11D IN5ULATION IT RETAINING WALL � U .�ou:i A102 SCALE 111=11-011 �Ew 3 ....... ..:. III Jill IIIIIIIIIII ' NOTICE: IF THE PRINT OR TYPE ON ANY 11 I I I IIIIII III I IIII III I I I i t III III III I I I I 1 I I I III I I III ' III I ' I l l i III I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 1 �I II I 4 I fj I L I I 11 I 1� IT IS DUE TO THE QUALITY OF THE No 36 (IIII Iilllllll IIII IIIIfIIIII�IIIIIIIIII�II I11I1 II.I�IIII�I►. 6Z � SIZ ti � � �et � e�t Lt 9jjt +i4ll t iIbIIIItIII�IIIIsII11ItIIIII11711.11t11 i�I�ItI i1I. 111 I1t8� I�IIIIORIGINAL DOCUMENT 6II IIIHIillllll Ili III!IilIIII IIIIII �I8IIII�III�lL �l1►ll8llllll�Q it ll £ i z t��u= j ll.11lllllllll►1I lll.11llllr�ll x 4 RR1/161ON6 DY 8-12-03 PPM 15ASEMENT REMOVAL KWD B C D E 9/30/03 N � F 1.0 A202 A202 13 1.6 A203 2 �� A203 A202 �4.0 A203 �.� 5.0 ------ 13'-611 - 28'-6" _- _ 21'-0" - 44'-8" it 15'-2" 9�8 I/ 2.. - 9'-9" _ ll 11 11 , 1, l! i �� II I0 -9 I0 -2 _ i0 -2 1D -2 - 3 -5 - 17 -8 8 0 I � TI WA CANTILEVERED WALL CAN LEVERED L 2 -8 4"x3" GALV DS � T LINE ABOVE - A� LINE ABOVE U WOO CORBEL 4- F5007 CAST IRON KNE BRACE (FIELD I WALL -WOOD CORBEL 4 P F. GARO �? TAPERED WOOD COLUMN------A FABRICATED ABO -b" I CANT ( WALL C TYPES u. KNEE BRACE (FIELD CAPERED WOOD COLUMN B VERTO . OR ~` 4"x3" GALV S W/b"� 02 FABRICATED ABO �� 4"x3 ' CzALVANIZED CAST IRON BOOT WALL ��TYFES �� „� o,,e 2(D SQ STONE 20" SQ STONE VENEERED - -b" 1. DOWNSPOUT / 4"x3" A W/b" VENEERED COL BASE �S COLUMN BASE rl 3.5"xl6" PSL (PER n U CAST IRON BOOT Og� -- - ---�- _ -- _ _ --- -- = v 00 - � 4x12 BM (PER I I 0 8/0 I I I � 8/m I I� � 8/0 � �' s/0 a >. o 8/0 I I 6 8/0 1 1 8 z T DWGS) I I A_FF �1 I I AFF ® I { AFFE { ( AFF U i I AFF ® I I STRUGT DWCsB) I ( Q AFF I I �, o _ Q SCRUG - _ J °; 4x12 BM IPEiR VV 44A hr O a : -� REAR ENTRY a �� , ✓„ °° o _ a '� Q 0 v N - d- I �- -055Y WALL C cD C TO A I ! FLOOR C a.O 3 c v� ° REAR NT '1/6x1010 Q _ ABOVE _ cri a 2 _ N WALL TYPES ='LAN 'O AlO�o 1 Hou I -- ..'4 ,42,a e o o G lEN RY �A" . O 12..8 _0 I W �- 4 Q FiC��ITE T ° d C oa) `o( TENANT IMPRO�'E1"SENT Cc F ONT ENTRE' ° o ° _ Q m �� + I cA GONG° 'O C 4x12 BM (PER- �.z - x +- (2)1. 5"xlro" LV NGT 9/b AFF. 5FACE A (FUTURE) I I LOBBY' • 40' G®NG S AAB STRUGT D s) O P R ST ,1C7 TRAN ABOVE 4 = W 1 OL 14/0x9/6 FIN$LAB= 2!4 .1'1 j v) - b0 1260 NET (LI , _ _ �, II �, _ ° IVERIFti`'wiGI�IL)° N-,3 v) o V - 4x1 PER 1-HR RATED L-� -''7 ® �� a WAJrL ST UGt J COLUMN „ >t�Q WALL L INE -� -_ - - - —I ° in ° 4' '"GAL DS O -= ABOVE '°t�-PES - - .� � N I SIDED SL A5 ELEVATION FUTURE T NAN7 = � Q 2 T 9 W/6 GRAS PIS a � � I L LINE= 3 I-HR RATED 2�5.5td' �1/ER1FY l,U/CI�/IL DUJ�S� ► ' BOOT. .J DEMISIN WALL I HGT AFF. _� I +- b0 Aid VE j b0 BEAM X C-> W/TRANS ABOVE _l VV a ° p Q - \ �= Q I-HR CED , _ m 1 HOUR 3/4 HOUR RATED D ` _'` W TOUR ° ,� f- BEAM \1, (� M WALL (P-1N) I 01'IEN OPEN\ �4' -4 U ,3 = I G� 3 1-HIS RATED I 2 IN I ra. It '�_ AFF0148/bx-1/0 WALL AS E x I b(dl r {�' b0 BEAM - A S MBLY - WALL -- TYPES e 6.-15"x22.5" G.L. \ 6.15"x22.5" G.L. BM _ _ r I I FL LINE u1 _ _ _ _ _ - - - -- �a.�5"x 25" G.L.. BM C 1-HR RATED a' (g1 E - - - IPE SR TRUGT) % 6.�5"x22.5" G.L. BM (PER S 4�GT Dv) (PER STRUGt DWCzS) I \ II (PER TRUCT DWGS) - 0 � C CP 6) I � 0 WALL 4xlm PER 4 T2 PER ` Ci St CT R 1 1-HR RATED,, e ® 4 i I-HR RATED �V I i HR RATED - �v��' - 0 \\ u 12„ 60 GGLUMN - 60 COLUMN �/ - 1, J b0 ..OLUMN _n�,�� m I H� TED ��`�� A L REFER TO ENLARGED = co FUTURE UNISEX / \ xa �� U¢ I 1 8E '� Q�(j AFF. �� z i-- REFER .� TOILET ROOM I Q 4, _b g _m Z a' 4`-4" = PLAN OR NRTHER I-11 1 �r / \ 2 -8 18'-4° LU ;n 0 9/0 ,.., m D IME IONS NOTES N m 1 / / ,p, " 11 )„ O AFF. r ON SH A101 - v' JANIT S I AFFO = TYP e C OS T - - - _- _ � -3/i®xb a HDR �--1 A Fu � N Sim X6 25 12 GL5 — — — N 'CJ7 _ PER STRICT _ ,� _ O N �, =No TEN,41vT f1"iPROVEi"iENT 3 — !? LA 02 ON AIO� SP,��.. l� -- , �, E 8 (FUTURE) SILL 1015 * NET I mi WALL FUTURE TENANT �� :� � _ I DEMISING WALL I I I'o -A X8/0 � ❑ L. SEE STRU:T - C CL R - - _ FOR EXTENT I6'-0" `-^ - - 12'-b" FINISHED BLAB ELEVATION TYP 2 'v _ -- - WALL x I – _ _ _ 245.50 (VERIFY W/CIVIL DU,JGS) EN'S_ -- ¢ � � JAMB �' 1-HR '� � I-HR � -- Is 9/0 1-NR RATED/ ,,�Q C '� WALL +��O A WALL SIM 0 A.F.F. z —,4 _ 60 NON-RATED +(p G +a G +40 --� I �� OPTIONAL G Q OPTI NAL OPTIONAL OPTIONA OPTIONAL •3 4 HR *3/4 HR � J #3/4 HR ✓' 6/ HR J v a/ HR FJ-Ie 8/0 AF 0 8/0 AF.Fal ❑ 6/0 AFF. � � 8/ra AFF FTI❑ � 8/0 A.F.F. 1-HR 2'-0" SCONE 4"x3" GALVANIZED 4"x3" GALV DS 8 A WALL DOWNSPOUT I-H 8„ W/6"O ABS BOOT 4"x " GALV S 1 3m° VENEER RETURN 2'-0" STONE ,4J. VrNEER RETURN I I-HR RATED/ WA-L ITYP OF 5 REAR) 3 G L D 60 NON-RATED W/b"� ABS ROOT ITYP OF 5 a REAR g'-0 I/2" 8'-II " I 9'-0" 3'—b" -1'--I" 16'-11" 4'-0" 12'-0" 9'-0" l'-0" 41- lei 28'-6" 21'-0" 15'-b" -7 _T IHOUR RATED WALL 0.0 4.0 5• f S T F L O O R P L A N SCALE: 1/4"m l'-0" FIRST TOTAL AREA = 3422 SQ FT LOWER LEVEL TOTAL AREA 3420 SQ FT (INCLUDING STAIRNALLS) (INCLUDING STAIRHA..LS) G -_ GNRGCRD � MATS J— --- - �.N�RAL NOTA---- --'— 6/23 — -- STRUCTURAL BEAMB, POSTS, CONNEGTIONS, 4 NOTES NOTE __ 5PE G I F I C TO STRUCTURE ARE 3HOUN ON PLAN ,45 JC"D. NO. FIR5T FLOOR AREA T,48ULATION REFERENCE. VERIF''E' ALL OF VICE ABOVE WSTRUCT DENOTES WALL AS 1-HOUR RATED - e�.r'RRT -- SCALE: I/16"•l'-0" DRAWINGS. SHOULD DISCREPANCIES ARISE THE REFER TO�� (WALL TYPES) pp��ii. �1ON 4RC:4-11TEGT OF RECORD 16 TO BE NOTIFIED PRIOR FOR ACTUAL WALL COMPOSTION L�+�'��~ FURTHER COMMENCEMENT, FOR VERIFICATION AND COORDINATION SEP 9 0 200; _..__ 69th Ave, 12665 d BUP2003-00379 7 of 34 raM. .+. tL,`N@Ai#LIiFMYic[i,:^"'N."7lXNiNlNfxt.,eMH'nYr^ 1gYxquwxc,wl...aear."r.,M.w.a.,.— rte.- +-w- .q(r4+w+1••iixi"c° yegpr _d(+if gar:liaKP1W'".M+' •' MiBugn++11N.,mr ., v"+ . •u:,ww.• „yer.wr ,::_.nr.+... "M4�"�* , .. ... ..:.mr;;. .. ,. .. , .. •M!'i'"'.W -_.. - - ., r. ..., ! „ .,..'ACS' ... s .....-. : '-fir'-►'w""". -. ... .. ,.. ..: '^'"° " .. ... ... �`T.. :f.'�. ,.,, ...„:.....;. :':.ii,. ,.""'TP'.F..,�A. :.�_..rY r.a•Y:1iL.s :. . .. Yi�. brn1 :4'.'�."�Wr-. .«i11P".':¢'1!I:W.gMIN ”. Yr.MMMfM9+nww'MRv+kK NOTICE: IF THE PRINT OR TYPE ON ANY I111_Illllillllll IIIIIIIIIIIII I`Illl11111111111 fIII1111f(TI1�T"11IIIIIfII(III I fllll(11111I1(I I(III(lil(III IIIIIII( ill(III(I IIIIIIIfIIIII I ! IIII(III(III (I IIIIIIIII(IIIIIIII1111111I1 Ill IMAGE IS NOT AS CLEAR AS THIS NOTICE, l _ - 11 -- - L 31--- - --11-4L. _ --- �--- - - - "1-�__! 1-- ---f.g1 -.__-II IT IS DUE TO THE QUALITY OF THE No:3a "-� ' ORIGINAL DOCUMENT 6z till cz 9z �1z >bti sz z [ z oz 8t 8t c>r 9t 4i bt s1 zt it t 8__ e cc j9 9 �� I s Fwllu t�l �� 1 II 1 f 1 �► I �� III�IIII I��IIIiI III��11�11111�►►I�il��I�II�IIIIIIIIl11111►X11111111111�1I�11lllLlll�lllllllllllll 1111111111111111� l . IIN1� �� it ( �� II ��► 111�I►� ��►►11�►I►1�1111�� ►11►► i 11► �I��I�11I ��11111�� 1111 1 11 � �I� � 1. ►I�� 1 ►�� ii li Ip 5 _ E A202 ------ A20 A202 ��A203 A203 42 3 2.o 5. 21, 1 J, 2'-4" 8'-2 J. -A !5 �Ib WOOD CORBEL —10 ooile]� KNEE_ BRACE WALL 1 41IX3" GALVANIZED ---WOOD CORBEL 4 WALL 4"x3" GALV KNEE BRACE Gj L-6-1 3 DOWN SPOUT I-HOJR 40"1 4"xY' GALVANIZEID 4 a/0 -DOLLN5POUT CANT W.AL-L WALL WALL WAUL 4"x3" GALVANIZED DO�NSPOUT AFF. 8/0 6/0 8/0 F DOWNSPOUT 3 0 CARO App, I 141 AFF. VEMN, OR 41 r Xj n POT SHELF C4 _J I 00 I-HOUR C14 > C) I HOUM WALL in ® W In COLUMN LINE 6 Blro L_ q WALL LINE 4LLM —BELOW cy) ' 51RE14K St-1 I J z c WALL cq ___l 0 c AFF BELOW 121,�Xlllro -1 1 UR cJ/O CL'G A-1 1 41111111 1 1 1 - (P ALL U )i (L> CN 1-HR -,t RATED�--- Fl -151 iA_LAA IL DUCT CHASE — . I F 21 FLAN ON SHIT A1106 � I I c� 0 (P U-) ' P-E3 M 11L RIM C4 WALL ;t -01 REFE 0 ENLARGED OFRE5CUE A5515T HOUR RATED 5EALED. w � t IANCE > . %% PLAN 01 ON A106 DIN I x /10 REFER TO DWG 4106 FOR Ln IR -1/0 WAL C) b J. e_ JURTHER NOTES, DETAILS, AND < m WALL LINE 40 7 CrODE REQUIREMENTS z BELO 10 , 0 -S WALL -4 12 E31 1\ —4"x3" G4LVMIZED IIIIIIIIIIIIIIM t� WALL DOWNSPOUT LLI 0 64-011 -7p %*� WALL LL 0 "T_ a_ N I V I UR L91 I < W 54 111 11 A %a I HOUR cm E4 1W WALL $Im WALL 1-HOUR RATED __j 51M MIN W PIPE 1-HOUR RATED =0 '2 Iwo" MTL ARDRAIL COLUMN WRAP COLUMN WRAP CL VTI rO 4'-2 11 �IL 4'-31/21- �IIL 4,-, ,/2,, WALL MECI H 2'-'7 CURVED 2 'Ll 0155-T- 11 m WALL FINISHED FLOOR ELEVATION - VAULIED CL'G ULTED CL'j TRAD IN 14 E_� JEJUILT-IN TV CAIPjCr!EDENZA *"/o 14 30"x30" ATTIC: S/0 CL'G 255.00' . 0 41 CA5 WKUPPERS 4 LOWERS) 4 AFF. ao 021/0 LI cq I TEMP: A ACCESS DOOR (VERIFY LU/C:IVIL DLUG5) LLI AFF. F7 -5 m 0 () ALF "FALSE TRUSSES" 11 w MEGU, T %-I I L, 4411 ATTIC ACCESS Flo-_5 U�d) Sim 59;4�lkf* S/0 LADDER IZ AINST WALL C-4 d) ALL— I I I __1 , ( I-HR RATED BEAM X I rA z R 06/0 A201 z (D TI- r`F LL > 0 L IIII'PSEMAUFACTUR ED Gil ER TRUSS PR=mAUFACTURED GIRDER TRUSS 9 L J (SEFER TO ST CT 4 56 DLLGS) (REFER TO STRIUCT 4 TRUSS D1165) Q PREMA�dFACTURE ak6ER TRUSS I [E-3] ---T V. U&=TO ZTRQ j Uj t (y T r).>— %J "C Qq!EJEfREN._,*EE I RO(t) WALL 7 A m 0 LL, 2 ULTED "L"1111 RATED A -4 YP AFF. I RATIF-1 [C3 7 BE I- AM 7Z— Trz� FALSE TRUSSES11 17HR RA WAL / �! % \ 7 WALL LA ) A50VE -S 04 WALL, 5 \ I f) Ot*01EN x BEAM/POST in !moi 8X1212 1-HOLtFi? I-HOUR CO�$RCT ION TED WALL U_ RATED W,41I.L Al I A w L (L 'N IA- NMI x r* Room --------------- I H� RATED I HR RATED 12 4"x3" 5-sALV 4"x3" G�IILVANIZED CL'C%/GIRDER CL'G/GIRDER 411'x3" GALV- 13 DOWNSPOUT 1-HOUR DOWNSPOUT TRUSS DOWNSPOUT lQ I PR RATED RATED WALL I — -5UILT-IN BASE CABINETS 5 0 W/UPPERS ION A\ BEAm/posr 47x " G-s A L V IBEAMIPOST TRUSS (::ONNECTION DOWNSPOUT CONNECTION Cie-01i 1 4'-211 *-31/2" 41-31/2" ?r J* 0 -A H_ IWOUR RATED WALL 10, 4.o U � 0 _4 SECOND F L 0 0 fR FLAN Ld -1 SCALE: 1/4"-1'-O" STAIR Oil UPPER LEVEL TOTAL AREA 3321 6Q FT OPEN 332 5Q FT DRAWN OPEN AREA 9,0 SQ FT_ NET AREA = 2'B35 50 FT NET AREA m 21B35 5Q FT LU (EXCLUDING STAIRWELLS) DATE STAIR 42 6126103 NOTE GENE,RALNOTE 5TRUCTUR,4L 5E,4MS, POSTS, CONNECTIONS, 4 N(,o,')TE5 Issmammmom DENOTES WALL AS i-POUR RATED SCALE REFER TO( (WALL TYPES) 5PECIFIC, TO STRUCTURE ARE 5140UJN ON PL,4N 45 JOB. NO. REFERENCE. VERIFY ALL OF T44GE 450vE W/5TRUcT FOR ACTUAL WALL COMPOSTION SECONED FLOOR AREA T,45ULATION DRAWING5. 5+40ULD D15CREF,4NCIES 4RI5E THE ARcHrrE'o"T OF RECOP0 15 TO BE NOTIFIED PRIOR 69th Ave, 12665 SCALE: I1lrc"zl'-0` BUP2003-00379 FURT'4ER COMMENCEMENT, FOR VERIFICATION AND 8 of 34 COORDIN,4TION AUG 12 2003 A104 NOTICE: IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, L1 4 3 � - - - -1 8 IT IS DUE TO THE QUALITY OF THE 36 ORIGINAl DOCUMENT ILII lill�llll` �111 I!ti I I I' 104 05 E 202, IA520>2 20.3 4'-6" t it I�VIOIONO pY B C D rE A202 -- A202 A202 A203 ,4203 A203 12'-0" 7 40 _ ____OVERFRAMED ROOF DORMERS GALVANIZED R 2x6 ROOF RAFTERS AT 24" O.C. I -GALVANIZED ROOF GALVANIZED ROOF: ti, f GUTTER 4 DOWNSOUT SOFFITED I OR PREMANUFACTURED ROOF GUT R GUTTER- W 7 U EAVE Aim GALVANIZE ROOF �- TRUSSES _-{—'- � -_---- - ---� � F. GdROy 4"x3" ALVANIZ I GUTTER --4"x3" GALVANIZED VSRTON, OR DOWNSPOUT \ � DOWN3POUt TOP OF PLATE 2nd FLOOR) .TOP BEAM lat FLOOR) _ - -- - Og� Y Ifa -6 _ - -- -- -- - _--_----- 4x10 HDR (TYP) �� > o • �- (PER STRUCT) n o --- --- --1-1- - --�- - -- - -- - - U z c o � 4x12 M l R - -- - — — --- - 4x�'f BFf-lP -T- .. o TOP OF BEAM llat FLOOR B PE - TOP OF BEAM Nat FLOOR) O Q � Q) 4"x3" GALVANIZED d 12 0 - _- S RUCT D S) 11'-0 o ' p N S?��D DOWNSPOUT 12" OPEN EAVE U OPEN E VE u s c OVERHANG OVERH NG (� �� cn o , � Q Q o a� cv L- 420 v � > DUCT E o Lig v w � � N 4 _ � I Q rm TOP OF PLATE (MECH R00 ) x — p� Q � _ �I -►----CsUtl'gR GALVANIZED ROOF W . O 5'-10" (VERIFY) --- � � � cy 1 "�i� 12 �- �•7 W ��— ,vv4i I 1K � �d N I �� Q 4"x3" GAL`/ANIZED ~ U DOWNSPOUT CL Q 6:12 VAULTED CEILING AREA LL 12" RAKE 12° RAKE I I I 1 ❑ I REFER TO SECTIONS AND TRUSS I Q 1 �- DwGS ( z HR RATED - Abml POST COLUMN - - 9 1-HR RATED Q � POST COLUMN o � xi -71 � ly I.i5x11.815" LVL RIDGE 1 _ I I I 11 n , I ' RIDGE I1111(PER STRUGT DUGS) IDGE I I I rO� fiCo -z `� G� 12" I 12'I U ` L U Uo�� i I-HR RATED I-HR RATED 2 -� FAL S GT ONES i I � ✓,N Q Q CIO�Q' a2m1 BEAM POST COLUMN �ml SEE E� C` - IU I o L Z IL wiz 30"x30'' ATTIC xj I I I ( D I(1 A Q U --- -- - --I - I I- -�� CESS DOOR _ 2 _ " WADE PLYUIOD _ ' -- _, - --- - I �- - -- ---- I I-HR RATE U 6:12 VAULTED CL G ARE -4 t7 �t SEAM 1 -ATTIC ACCESS 1 2 48 _ -- - _ Abml LADDER 60 Q -C DE REFER TO SECTIONS AND TRUSS DWG6 I 4 x -4-3 �) _ — -- — — — i��DGE 6) Q TOP OF PLATE (MECH o ) G I ER TRU I _ _ ui U__l 10'-0" (HOLD) - - - - - - ; - -,- Lu - Q — — —— — TI PiEMA F.4 L,l1�ED E TfizUSS / T1 PRE 1,6�D USS _ `4 - - - 56 I I In TI = W i n ,Q W „� '-� I-I-II RATE I - I I FLASE WOOD ROOF p O Z w LL1 l��}� X O I /x O - - - - {t ; L r 'Q �' U d AM j TRUSSES IN CONF 1- Lj� V i U / r �1 nn (r -i — - - - , w W a2mf 1! ROOM ,SEE SECTION) 4 �-- W W / x /i`�' ry' / �- t— OL BEAM/i�`'`'OST X > 4 tit C� �n Ca ,iy Q ' �. ,�4 w CONNECT ON, ,p� ,� I I l I I !� u j —/ / �4 - Ix �LL1 � U e i o u- - O >- I >-, Q W W TOP OF PLATE / TOP OF PLATE il'-0" _ All - - D TOP OF TRUSS LEG n - 14 -0" - - 4"x3" 6ALV 4"x3" GALVANIZED 4"x3" GALVANIZED- - �QGO - 4"x3" GcAL V— - DOWNSPOUTS DOWNSPOUT DOWNSPOUT � G 11 DOWNSPOUT 8 TOP OF PLATE (2nd FLOOR) 11 2 1GALVANIZEDB BEAM/POST 2 W+ BEAM/POST 85 A3 10'-6" 55 CONNECTION I HR RATED ij 0 CONNECTION 1-HOUR RATED 1-HR RATED GUTTER CL'G,GIRC'cR� I_HR RATED I-HOUSOFFIED SAVE 1 HR RATED SOFFITTE EAVE TRUSS CL'G/GIRDER SOFFITTED SAVE TRUSS 610 3.0 C� L A N O SCALE: 1/4"=V-0" �r CRAWN GENERA. NOTE —_ STRUCTURAL 5EAM5, POSTS, CONNECTIONS, 4 NOTES �'°�' SPECIFIC TO STRUCTURE ARE 5HOLUN ON PLAN 45 DATE REFERENCE. VERIF r ALL OF THGE 45OVE W/STRUCT 6/26/03 _ DRAWINGS. SHOULD DISCREPANCIES AR15E THE �■ - ' ARC+-4ITECT OF RECORD IS TO BE NOTIFIED PRIOR --- - FURTHER COMMENCEMENT,iENCEI"TENT, FOR VERIFICATION AND JOB. NO. COORI�INAT ION ----— � AU.G : 2 20Q3 A105 69th Ave. 12665 BUP2003-00379 9 of 34 NOTICE: IF THE PRINT OR TYPE ON ANY rlrlill � � � I � I � � 1 � I ' � I VIII I IIIIIII VIII I iliflll II-rllCr IIIIIII VIII I IIIIIII IIIIIII IIIIIII VIII I IIIIIII IIIIrII IIIIIII VIII I IIIIIII IJIII � I 111IIII IIIIIII IIIIIII VIIIA f f I f I I I I 10I I 11I 1 Z �o �.�� IMAGE IS NOT AS CLEAR AS THIS NOTICE, _1 _ __.. 1----- ---__� I 1 �f�G IT IS DUE TO THE QUALITY OF THE No Je ............. ORIGINAL DOCUMENT 8Z 8z GZ 9� s� ibZ EZ Z tet etGst �t 6t Et z �t�I I ! ► I11� 1z�� IIIjZ -'- '0jZ ��I ��III��I1l�►��I��III�III��I��1��111� ��1I►II►►�� I1III��III�II1��►I►IIII►I�►I►�II►111I1I►III 1►IIII►►�,Ii 1 c� IIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII ►►Iilllll�f 14 "EV161" by 40-4 00202 it 4'-1011 11 TR 11" MAX EA = 10'-I'1 g'-10'A" I HANDRAIL WALL LINE - �' -` � 111 211 A DRAIL EXTENSION 2" ABOVE XTENSIO EQ It %% -- - ----- _ __ _ _UJALL �L_ ----- - --� -- -SAL-vANTZED DOWNSPOUT I C14 7 VAGARO 6 H VSRTONI OR OPEN T _— 4x12 BM (PER ' I QC I i I I I I I ABOVE TS RUCT DLLG )S -+ aD 00 c z o N T— . 202 0 h ft-_ cu N 4 WALL AND FLOOR < c� N LINES ABOVE - 0 3 I 1 HOUR _-=1 = WALL r LR i I U I I I I c�tt i- cn C�U o u, � , I I = FRONT I a s Q m I I -� I I - ENTRANCE 11 41 1 11 i Kl� 0 - L OE35N'r L. <c � x � �W F I � 5T F L 0' 0 RF L A N '�, r--A MUJALL I � Q a. FRONT L 055**T" - ENTRE' PORCH - HANDRAIL Q II _ ,I EXTENSION 12" 1" 20 MINUTE 0 SCALE 3/8 -1 -0 1 HOUR DOO ASSEMBL"rWALL — e TEMPE D = 4"x3" CsALVANIZED %/ DOWNSPOUT — -- -- — -- — I — _ Ll WA�LR z LLI �- a� 6 -411 } Z .O .0 �.� 5.�' �[ 00 i"� 21'-011 _ Z _ w U _ (o' 6" g'-0" _� ly I 18'-1" 311 -*' 1� ( ) 2'-6" -- CA L 4'-10�" 1'_411 — -- �? 0 'L 1-HOUR '� I u RATED E + UJALL LINE EQ EQ EQ EQ EQ :4 BELOW GALVANIZED �- F [441 ® n J DOWNSPOUT A N #1 W n=i= ......._l - I t - = f__ T I POT ELF MIN 36" PIPE I I 1 I I 0 Z 1 �� SUARDRAIL i I PLANTS ELF I _ �i _ �, U _FACE OF STAI >_L N 8 AND POT SNEL — r t p� I-HOUR RATED I 1 I M I M # 1-1/2� WALL MOUNTED I U I I I I I I I ( I I I OPEN TO GE 1!_LNG �J `9 cONTINUo METAL f I BELOW � AREA OF RESCUE REQUIREMENTS � O HANDRAIL ( 3611 N) I I I I I I MIA I L. ROOM t AREA OF RESCUE 13/0 WDWI. PROVIDE 2 UJA INTERCOI"I .13'TM -sT� �- -� 10 HGT-- - —_ _ I ____ I 2®2 TO 15T FLOOR L05EYr II , 2. PROVIDE FIRE DA1"1PER ,� r= T EX+-FAUST AN N CsN I-Hours AND 4 4VAC SUPPL r AND RETURN. Q UA RAIL I RATED 9-- 1HOUR DN WALL 41-0 21 R I-HOUR 3. "1 � 40UR RATED " WALL5 4 (CEILING t 10 CLEAR I I I;' I I I ( I I 18 RATED 5/0" 7li ''X" GrP, BE), L10 \ Ez in - PROVIDE SIGN FOR AREA OF RESCUE 4 T I_ e s KNOX SOX FOR KE`1' 0 Z WALL 11-SOUR IL E ED SALON 12" 11" WALL HANDRAIL tt )� , _-- DRAWN EXTENSION I I r 1 11 � 2 -9 4 -9 TR .1 EA M,4r = 7 -4 5 -10 - — — -- — - J C O N O 0 �. A N DATE bid�a SCALE 3!8" =1'-0" - __JJ �rxt. tom. WALL 69th Ave. 12665 BUP2003-00379 10 of 34 AUG 2 LOU,, A10E3 TICS: IF T 'HE PRINT OR TYPE ON ANYIVjr1j ; 1i IIII ' !IMAGE IS NO'S� s CLEAR AS THIS NOTICE, - --1 I l I�_ 14�_I I I 1 16I -- I I rT I I I g I I I I I lU 11 1�L IIIIEII-I��-IlBl1iZllllli l8llllZl III. ILIGII(ZII I I�II9IIIZIIII�III9I.1Z►I I Ii II I6LIZII II�i I►EIII ZII II�I�IIIIZIII IIIIiIIZIIII.IIUII1IZIIII�iIIir ItI III�►IIIII�IIIIIIIII�I-�II1IIIII�II►IiIII I..I I6IIlIiIIII�il£ll1lTllll�llTl�,llilll ! i No.31eIT IS DUE TUTHE QUALITY OF THE ORIGINAL DOCUMENT 8 ll -IIII 9 - 8H� TI 81 4il�J11 IIII� TL► �LLll9lll �I�ti �►�TI��I .J 1� a 4 i.. t. AL Cl: A202 A202 A 03 Bas�lT �rlov KWD 10 40.# IWOOD CCURBEL < KNEE BRACE AT CANTILEVER CANTILEVERS WALL - -- -- — - — - 4''x3" GALVANIZED ABOVE DOWNSPOUT TO 6"o CAST IRON BOOT 24" ' 0 WOOD TAPERED COLUMN-\, ABOVE FIN GRADE D � ' SEE ELEVATION0 C14 CA -� a — ° W P ARO n ----- 4xI0 (PER 'STRUCT DLIJGS) 4 REAR L055"r Cp ° ENTRANCEI F Ogg Co ° 4 ° _> O 22" SO x 36" HIGH (AFF. Q CD a ° c MN VENEERED COLUo TEMPERED z BASE W/PRECAST BEVELED 14- ooREAR EN R� GAP v �Uo Q � 12 cv ILI Q !L ' a ► 8/6 x /6 a °4 ° a 1 (� 0 CD cu —,r— d U d Q 9/l?� GL'G — — WAL/�L` LINE `' _ ° ° Q "� `V � U ° ° e 4x12 (PER _ 4 a °d STRUCT UWGS) t- �r (P-IH) FLOOR MT'D HC a 4 �" �W Q �0 .Q w WATER CLOSET-----� a � - _ _ r U _ b WALL LINE - Q " -� Q x j•S ABOVE Q F/4 �� N - - ' _ RECESSED SEAT � 0) , � U m Q COVER DISPENS - C A503TTEM a. m WCOMEN 'e 11,19 z I lP-lI-1)) _ �- OPEN TO c.' +- _ — S/0 C. m `� _; ABOVE TRANS 8/6x /0 d) w AB VE - - ---4" O- W/TRAP a 0 r` PRI1FI#-R LOOK LINE I I 48"x30" CLEAR LOOK ABOVE - AREAoc, = ctl AFF II n � I (( � ' 0 � x �.y ro.-I5 22.5G.L. BM i " (P-6) WALL MT C C R � 4x12 (P.,-R � }-- ACCESSIBLE LA 4X R PE -� STRUCT DWGS) (PE ST CT DWCxS) II !I _ (� = o = �_L_ 0 > t 74' Q RECESSED SOAP 12 DISPENSER (TYP) lu © U SEMI-RECESSED PAP 4'_4�� A'_g11 '-rd" 2'-m" 4'-1" �lXLI 0 (VCri cn TOWEL D I SPENSER/WAS -- - -- cp Q RECEPTACLE (TYP) ct) J-AN ITO d) -- -- — _ _ — . CLOSET 1 <_ _ _ —_ X02 amu. � � C� •� ' 61 3/10x6/4 M - v N 'B/0 CLCs 4" FLOOR DRAIN W/ N -- -- IN i TRAP PRIMER 3,125"X12" GL5 cn --_ _— .r — 6)(P-5) FLOOR MT'D 7TER Rut MOP SINK � X (P-3) WALL MT'D HC 12 URINAL SEE INT ELEVS 4 FLOOR DRAIN W/ _. TRAP PRIMER J A/ MEN5 ' RM GLR — Qiz Cs) 8/6x7/6 AFF. t� ' 1 j 48"x30" GLEAR O� �- - FLR AREA � -1" 0 = XV Z g11 �A503 c14 fl/ ctl X — WALL LINE - 9 g SEMI-RECESSED PAPER BELOW (P-IP)IH) FLOOR MT'D TOWEL DISPENSER/WASTE Lu HG WATER CLOSET RECEPTACLE (TYP) ca s s --- � 2'-0" STONE VENEERCE_ESSED SEAT YER DISPENSER -DISPENSER (TYP) 1 RETURN (P 6) WALL MTD HG I 6 ACCESS BLE LAV 1(� aroMIN ri g _O�� g _O�� i' -- -- --- DAT/ a E L A L JOD. NO. 01 &CALE : 3/0 - 1 ' -0 SEP 3 0 2003 A107 69th Ave. 12665 BUP2003-00379 11 of 34 rt ..sr... .:.. tanaraxMNwa.•w..awrro lNr.:. r ..r.a .. w:..xw•r ..._........._.. .,a .PsIM ... .... W.iW- +•Y1.F'9"N:.:r.I.+a"Wq'ran. i^.1.'YuPubd.r - w.snan,,.. .,..-w.:.ra .. . tr9gfoAllF. ..• i D;anw^wrwr..wn.vlw:sNt}. � raM^,x a(�1pww-•ntrwtlNp},M,wkuw.o r,�- r*n;p ........;.:.: ,:..;..,. :.-,. .. 4 " Dpi.,";:.,r,::, NOTICE: IF THE PRINT OR TYPE ON ANY rl� i�r X11 III IIS iIi I� r 1 r iii t�1 III ilr(111 r�r rlrr rlt Ilr l�l t tIIII I�rI111 III I�1 1�1 til l t 1�1 1� 1 III Ill 111 111 III 1 Iii IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I _ I. 1 I-- " I.6�_ I I I $ I I I IT IS DUE TO THE QUALITY OF THE N0.36 �`�•.ao_ '' I ORIGINAL DOCUMENT � � �� l� 1i►ililiii��iii�1�� ll�i��i�l�l�� ll► 111111►11111►��►i11�T►lll� lll11111�� l l 1►�I� III ��llll N 1 ' NEV161" OY 9-12-03 MSM 1.0 1.� 2 .0 _ : ll 211_ 11 -- ------ ----- a �---- - { 12 '—gll 21-411 01 -211 ��_/ ��_g�� 10'-211 ----—_ - -- -- w ° ' GARO B No OR w l l I I ► �� o U N — — - -- — -I -- — — — — '0 Ugh > LO [Y. o , BREAK �'M o 12/2x11/& ! 0 o c 40 E03 `Q J/0 CL'G —F= v v1.- i O Q t- a) cv _. — — -- – -- -- U %-J Q I rV(Y � V ` Vv 1-HR RATED _ © o O ; r\ > MECH DUCE' ro _ - (P I Q� Ln 0 o y CHASE BUILT-IN � 2 -3" m MICRO �O 1 f tK 0 Ll- o — ' IC) < t 4.1 � � WALL LINE I I = BELOW I�-- 1-� 177I ; OPEN TO I � I I I v�� BELOW d () '� II II ¢ ta _ I � 1 I I I I I -- - - ,I MIN 4211 H H 61 1 WOOD 4U RDRAIL I �OBB I 1 1 — — — — t✓ - _ --- 1-HOUR RATED J5 VAULTED CL'G LL 0 p� 18,6 x8,6 I I 1 I 21-111 COLUMN , , > Z w r vAULTED CL C: REFER TO MECHANICAL i TEMP I l� DRAWINGS C . a LINE OF MECH DUCT a SOFFIT A OYE 411 _J! 0 wW I (o"MAX �— — I — —ATTIC ,d:,CE55 uX� MIN 42" NIGH MTL 3'-0" 1"1 i y'll LADDE 1 Z PIPE GUARDRAIL - I v N — -- -Ll 1/ 39 - - - --- -- % _ SOAP x D 1 SPENSER -� - 1-1/2"dux aro" H WALL ,� lb 1- — w x — MT'D MTL STAIR — --- — U 03 0 — N RAILING 1,_2„ -� ��'.�,, -(P-4) HC ACCESS - , c,OUNTERTOP LAV cv J = op, I _ X — -- 9/0 CL'G --- — 30"x48" CLR - �1 4 ^FLR AREA U J _ _ _ 503 � , - - �`e\,Lv _ 3" FD W/TRAP � � PRIMER X - J L'—► -- 3" FD W/TRAP X Ix _ = Q CP-1H) il1 PRIMER �' w - ) � � I 30"x48" CLR--- (L lP-4 J = A FLR AREA - 0 (::: -Z - - - - - _ _ -- _ _ _ -- _ ` 1 --- - - D 12" MAX 2'_g" FLOUR MT'D 1-HOUR lP-I1 FLOOR MT'D __._ 2'_811 2'_ " MIN _ - 3'-(0" —_ - HC WATER CLOSET RATED LALL WATER CLOSET MIN cµECKM —(P-2H) WALL MT'D HC _ URINAL SEE INT ELEVS I --- (P-4) HC AC:CESSI BLE DAIV 1'-3" COUNTERTOP LAY BCALt < Boa. NO. --- r_ ea+arr 69th Ave. 12665 BUP2003-00379 _ T _ 12 or 3a A108 SCALE 3/8"=1'-0" _ - AUG _ 2 2003 NOTICE' IF THE PRINT OR TYPE ON ANY T-L1- Ilf III III III 1(I 111 I f III I I 1 IffI1T f 1 t'f' T T 1 IT f 1 I f 'T T I 'III "i(I IJf(t(i I I III III III f(I[- f 1IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 11 I I I 3 4 1 I ( � ( � 6i I I I I I 12C- _ l I _ __1_ _ __�1 8 ___ 1� 11 IT IS DUE TO THE QUALITY OF THE No 36 ilZ E Z Z I Z i 0 I iI 4�►� 6 IT E1I b i I T ►► I��1f��►1�81�►11►��8► I1��11.I1LL1111111�11911 ill �� .��i�� ii '111 'Jill �111��11�►�1T�1ORIGINAL DOCUMENT L9� I6ZS 97, Z11 1 � �9�fi�Ill�E��Z��1�TI�� Iu��1�► t ;j, RlRYI81OP18 dY X E N F --- -__— 1.0 A202 1.3 A202 1.� A203 2.0 A203 3.0 A202 4. A203 4.4 5. �g A n ti ARCHED SOFFIT REFER W U TO SECTIONS 4ND ELEV P GARO ARCHEI) SOFT I T REFER FOR RADIUS N. OR ,y TO SEC IONS AND ELEV I I — ----- i FOR RAD I US 00 OPEN TO 1 1 1 1 1 1 1 I ABOVE z o �' ' G - . O REAR ENTR ' I TO , 20ARCHED SOFFIT REFER O O o�'C�14 r777 TO SECTIONS AND ELEV REAR ENTR r 055Y � FOR RADIUS 10 © AFF. II I I I I - - -- - �o FRONT ENTR ARCHED SOFFIT REFER p -TO SECTIONS AND ELEV U -�'ov C:)AFF F UNTNT "' EORCH FOR RADIUS o �•�,••� �, { �— W \J O I � � `r 12/0 A.FF �Q k IIIII �z 0 O 0 O 111 u, - - 0 ° Q OP TO VE S — N " S 9/0 AFF. C JAN ITO S 9/0 CL'G I \ V _- - 1 rii ii A r LL L L3 4 LL w � 1.U01"f ENS' — — — — — — — — , TEN 44 T IMP OVEM NT (� _ _ _ _ --- 9/0 ALLI FF. - - -- - - - - S r4 C T U 1015 NET --�I I I I I I I I iW lilt , N I i t I� S 7 b 1 oil 4.© 5. I O 6m 6=1 6m F I I' 5T F L 0 0 -' REE= LECTED CL G FLAN �- SCALE 1/8"=1 -0" LIGHT FIXTURE LEGEND � -A u_ 2'x4' FLUORESCENT LIGHT �_ `ii 1'x4', 2-TUBE FLUORESCENT FIXTURE (RECESSED) UNLESS SURFACE MOJNTED FIXTURE INDICATED OTHERWISE ON u- 1 1�- PLAN ILLUMINATED EXIT SIGN 2'x2' FLUORESCENT LIGHT REEL=E'S.-TED CEILING FLAN NOTES_ FIXTURE (RECESSED) UNLESS E>,WAUST PAN TO OS. AIR PRAWN s INDICATED OTHERWISE ON PROVIDE MAKE-UP AIR AS REFLECTED CEILING PLAN IS FOR INTENT ONLY. NL.AN REQUIRED BY CODE. -- CONTRACTOR TO VERIFY ALL H.V.A.C., FIRE 2'x4' FLUORESCENT LIGHT PROVIDE SEPARATE SWITCH. �" � SPRINKLER, ETC. CONFLICTS PRIOR TO BEGINNING CONSTRUCTION. FIXTURE (f'--,.ECESSED) 24-HOUR _ __ __ DATE SWITCHING DESIGN BY CONTRACTOR TO BE REVIEWED EGRESS LIGHTING - 2x4 SUSPENDED ACOUSTICAL -- 6/26/03 AND APPROVED BY TENANT. _ _ _ �N 1 WIDE PARACUBE L,GHT T BAR CEILING CONTRACTOR TO PROVIDE ENERGY CALCULATIONS. DIFFUSER - ti ,JON. NO. EMERGENCY/EGRESS LIGHTING TO BE DESIGNED _ BY CONTRACTOR. 5/8" GYPSUM BOARD CEILING 69th Ave. 12665 BUP2003-00379 13 of 34 AUG 12 2003 A109 - .. :awrrKnrw+ ...�.Anr•.,�i..,w..:�„„,.,b*�.nr,m.w�n�*w,,..,,..-.�,...�_._.,..�,._.,a.•.,,..._..-.��.�..,,A,..•,,.�,..,,.�.... - .,_ rNOTICE: IF THE PRINT OR TYPE ON ANY l l 1 1 1 III 111III 11I�I I' 111111I1 11�1� 1 � 31IIMAGE IS NOT AS CLEAR AS THIS NOTICE, 4 1 . __ - $f �I 1UI 11 1 ” IT IS DUE TO THE QUALITY OF THE N0.3e o•-. - ORIGINAL DOCUMENT f ( 1 1 �- - - --- ,_-____ £ sZ 8Z GZ gz JZ bZ EZ i Z TZ UZ 8I 8T I LT 91 QI --6i + 8i JZT TT 1 I 819 JI !Illll�llllllllllllllllllllllllll�llllllllllllllll1111111111!Illll�llllllii�!IIIIl1lllWll�lllllllll�llll W111llUllllllll.11lJ�llllllllllllll�ll R/Y1610N® DY Lo 13 2 .o jo .o -4. SOFFIT IN VERTICAL AL IGNMENT W/SHELF BELOW (8'-0" AFF.) _ . ---- - - ------ ( 1 _ 5 n I /O cl'g C INAC.CESIBLE P F. GARO ATTIC SPACE -"�- � N. OR � - _- -- MAIL ROO 4 ,� o� > o PLANT � - 1 H CL'G 1-HOUR RATED SHE, z DUCT CHASE - �. (� o c 1 �- o a+ CN t �=� —`_ ` LINE OF SOFFIT (^a((Oil 1 � � �� o N -i FAL E TRUSSES I - �`�i I Q`�0 3 ^ 1 (SEE SECTIONS) rfj O — ao Com FALSE TRU55ES �\ — , Q o m (SEE SECTIONS) F �z --- -- — — — — - O uj L".ILTED G ' - _ w 0 �� Q a mQ RI OGEL INE 1„IE Ci-I ROOI"i O.. Q Q VAULTED CL'G I �. CONFERENCEROOT" Q . 0. . . . . 0 II 15/042/0 TR D I NCS s IT O :Q AULTED cL' . 9/0 L'G 8 6 A,F�, 0 : FALSE TRUSSES _ (SEE SECTIONS) i FLUOU SCENT TUB LIGHTS � INAGCESIBLE IN SOFFI W/EGGS L GRATE z ATTIC SPACE GRILLE -- LL I � - �}-- 0 O a k. I FLUOU SCENT TUBE L IGHTS a IN SOFFI W/EGG5HELL CRATE y�Q� LL11 f GRILLE y — REFER O 5HETT ,4603 FOR SOFFIT DETAILS w 0 1, 2 -00 310 SE CONED FLOOfR REF- LECT C I I SCALE 1/8"=1'-m" ,Q p ori '--WOOD � DEc1� T� >� E�� L lr-i14T FIXTURE LEGEND _ pay ' -- 1'x4', 2-TUBE FLUORESCENT - � � p� P 2x4 FLUORESCENT LIGHTS SURFACE MOUNTED 1IXTURE 4 \� W�Q� �f STRUCTURAL FIXTURE (RECESSED) UNLESS MAX. '' MA STI F pIZQ P� BEAM OR JOIST INDICATED OTHERWISE ON 000-, � I PLAN 8 ILLUMINATED EXIT SIGN P.) .) �� 1/'- Lam.! \ Q` 2'x2' FLUORESCENT LIGHT IV C�/,� -A 7- 014x2'( WOOD SCREW FIXTURE (RECESSED) UNLE55 EXHAUST FAN TO 0.:-). AIR ,,,{pll� '2, � SIL `� INDICATED OTHERWISE ON 4 I ' PROVIDE MAKE-UP AIR as Gp'Li� �r�l l��'' LLI L ' STEEL STRAP PL4-4 REQUIRED BY CODE. �I tr IJP 1x2x12 GA. 2'x4' FLUORESCENT LIGHT PROVIDE SEPARATE SWITCH. 012 CSA. HANGER WIRE FIXTURE (RECESSED) 24-HOUR w2 OR SPLAY WIRE FOR 5U5f'. EGRESS LIGPTINr - QG• H1 y l< �� tJ�E ACc^,U5TIC CEILING OR 08 CAA. 2x4 SUSPENDED ACOUSTICAL. GIS �� 1 1 eo FOR SUSPENDED GYP. CLG. I' I E PARACUME LIGHT t-BAR CEILING �� rl� �QT1� DRAWN real _GAO DIFFUSER � � � � — ! COMPRESSION STRUTS- STEEL SECTION ��- RECESSED CAN LIGHT FlSTURE WITH L/R RATIO OF 200 MAXIMUM. �� - 1 _ 5/8" GYPSUM BOARD CEILING p'�',� ATTACH TO MAIN RUNNERS WITH 1/4 4NGE fR W I FRE TO 5TRUCTURE DETAIL �>� 6/16/03 Ir4NC�ER WIRE TO �US�—' HDD CL 'C — 5 ----- - � ,� }NCH MACHINE BOLT AND tO STRUC:TURE SCALE }/2" =1'-0" SCALE 1/2" =1'-m" l REFER TO DETAIL g/A9. COMPRESSION et^.,4it STRUT SHALL NOT REPLACE H4 4Nr ER WIRE. JOD. NO. -- 5U5FENDEID CEILNG 5RAGING -DETAIL SCALE 1/2" =1'-0" 69th Ave. 12665 BUP2003-00379 14 o i 34 A110 AUG 12 200 NOTICE: IF THE PRINT OR TYPE ON ANY 1 1 1 1 11 1 1 1 1 1 1 1 1 1 III III I I 1 1 1 1 1 1 1 1 1 Ill 1 1 1 III I I",1111 III III III I I III III Ill III III III III I I III III III III III III III I III Ili 1 1 1 11 1 1 III III 1 1 1 1 1 1 1 III 111 VIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, _�_----- --__-- � ..�� _ _ L)eo IT IS DUE TO THE QUALITY OF THE / ORIGINAL DOCUMENT g 8 L -19 No 3B �II(IIiIIIfIIIllllll�l(II�III �IIII (1 '� I II I I II IIIIIIIIIII�III1(I II�III►11111 I (I III (►11111111► 111�1111111111111�11 ►►1111 ( I I t I 111► 1111 I�IIIII�III�IIII�►111111!! II �I 11111111► ,111!!!1!111►111►!1111!1!�111.11111111!►1I1!1111►!!�!!!! lllll111.1��111111►111 lI llI(I I I IIWLIl�l�111lll�llllllu a Rtvl6lON8 DY BA EMENT REMOVAL KWD F E p C B Q x/30/03 A20 A20 20 20? 4.0 :�.� (2.0 1.1 1.3 1.0 — --- — 12'-9 " 9'-m" ii REFER t0 OTN SECTIONS PREMANUFAGTURED WOOD ROOF mi AND DETAILS TRUSSES (REFER TO TRUSS DWC35 I ANG SPECS) Ix4 WOOD OVE 2x D App I WOOD BARGE �r_) 12 TYP R-30 BATT ' 00 INSULATION ate', GARA y 4x RIDGE M (REFER OR TO STRUC DWGSS) t / p( 2x10 ROOF-1 RAFTERS TOP CHORD OF FALSE I I I I I ( 24" O.C. F 0� TRUSS" I I l i I ' > oxo C) R o 2 _ . O A w 0 RATIVE OD --1 � � � N 6x12 "FALSE TRUSS" ITYP OF 2 - I-POUR RAT A I 3 B,q INS 3 i ~ 0 c BEAM 4 RA Asmi gym! U 3 / F E TRUSSE _-SUPPLY O Q v " a- HALF FALSE TRUSSES ON INA IGS C tY N EACH END WALL 1-HO RATED 6.1 21.0" • � AIR SUGGESTED ROUTINGS OF (r p 3 c � (PER. STRU DWCi ) I 1N SUPPLY AND RETURN �� . I rill AIR DUCTING No TOP OF PLATE 4 TCP OF _ _ _ BOTTOM CHORD "FALSE TRUSS It - SOFFIT SOFFIT -__ - PLATE LINE 'Q ��' L v i SOFFIT SOFFIT SOF IT BEYOND a m EGH WINDOW HEIGHT 1-HOUR RATED 6 5"x5501-POURRAtED 67 "42 DU CTWORi - �O IN SOFFIT G.L. Z c G.L.GL. BM (PER STRUCT DWGS) V)4x10 MIN 3roll IGP MTL WOOD KNEE BRACE AT EACH -4 a ACOUSTICAL SUSPENDED I 1-HR RA PIPE GUARDRAIL LL Q "FALSE TRUSS" LOCATION _ T-BAR CEILING= SYSTEM J ci _ � tK � T �Q U BEA 0 0 1-1/2 Ox36 HIGH 9 _ 61 GAS FIRED FURNACE UNITS a_ cd 0 1 1 ( O 0 WALL MT'D STAIR W/COOLING COILS MT'D MIN v ROO1"f 1-1/2" LIGHTWEIGHT GONG OVER ' 'RAD INCA �' Q `- w RAILING I 20" PIGH WOOD PLATFORM. 6 MIL VAPOR BARRIER OVERL PROVIDE VIBRATION PADS .• I-1/8" PLYWD SPT'G OVER 11 c ' o 0 Him u e 16" OPEN WEBBED WOOD FLOOR SOUND ATTENUATIN p_ U- z AT EA CORNER OF EA UNIT CL Q BATT INSUL LL —" STRAF UNITS TO ADJACENT TOP OF LIGPtl1JCST LONG TRUSSES d) ITl 111 11 1 1 1 1 11 1 1 1 1-HOUR WALLS AS REQ'D - PER CODEO XX)cXz) P OF PLATE TOP OF PLATE X�XX.1 - - - -- — - TOP OF DRYWALL CL'G LLI SUSPENDED LAY-IN CEILING WINDOW HEIGHT I - ' w U % _ ' AND RETU L UCT Y - 4x10 HEADER - }-- 4x10 HEADER—' I = Z 1 _ V � = 0 2x6 im 16 O.C. WOOD � UL 10 > tll � STUD EXT WALL W/ Q STONE VENEER 48" ACOUSTICAL SUSPENDED TENANT IMFROVEMENT-' Q TENANT IMPROVEMENT ' = Q' I T w R-21 BATT INSUL (' AFF. PLUS 4" f'REGAST T-BAR CEILINGS SYSTEM I 6FACE I SPACE _ _ Q) -zwv WATERTABLE 1-HOUR WRAPPED COLUMN 1-H R WRAPP D COL I Q JANI I ORS CL 3-1/2 CONIC SLAB IN FOREGROUND PER STRUCT DWG3 IN FOREGROUN TOP OF SLAB - - 71 -till I TOP OF SLAB our— FIN FLR ELEv _I=�I 48"x48" CONC FTG - - - PER STRUCT DWGS Ul ' 11 II II II ,� 11 - 54 x54 x12 CONC PAD 5GI 18 xl8 x18 CONC PA BEYOND I- W2F n 12" WIDE CONC PERIMETER PER STRUCT DWCSS PER ATRUCT DWGS se 12" WIDE CONIC PERIMETER " FOOTING W/4" KEY AND RIGID (IN FOREGROUND) SICI 86 (IN FOREGROUND) FOOTING W/4" KEY AND RIGID `Q LLl INSULATION S6 INSULATION (y I W2F1 W2F1 .- se SIM Omni SIM _5EGT ION _ SCALE 1/411811-011 R PREMANUFACTURED ROOF TRUSSES CONFERENCE GIRDER TRUSS GIRDER TRUST: R001"1 ONE LAYER OF 5/8" TYPE "X" GYP BD TOP OF BEAM 11'-11" AFF. _ 11 TOP OF BEAM_ 11'-ll" AFF. ONE LAYER OF 5/811 — 6.�5"x21.0" G.L. BM TYPE "XII GYP BD COORDINATE WITH N51/S5 (PER STRUCT DWGS) COORDINATE WITH N51/S5 (ALL SIDES) ONE LA OF 5/8" TYPE "X" GYP BD SOT OF BM- ATTIC TO RIDGE OF VAULTAC II II IIII CJ' F � �A ,-j,TOP OF PLATE _ - _ - - _ Y TOP OF PLATE AFF. 10'-6" AFF. Q REFER TO STRUCT PER STRUCT DWCsS) m ONE LAYER OF 5/8" DETAIL Tl/S6 TYPE "X" G 'PBD 7 fL CEILING HEIGHT j, SUSPI NDED CEILING HEIGHT 0qAuJ► dp 9'-011 AFF. -- V-0' AFF. CHUCK= DATE ALIGN FACE OF BEAM 6/26/03 ---^ FLUSH W/INSIDE OF GONF I -_DOUR SEAM 'a GRID .LINE 3 2 ROOM WALL SCALE 3/411■l'-0" - JOB. NO. LINE ►..T -_- SCALE 3/411211-011 - REVISION A201 SEP 3 0 2003 59th Ave 12665 euP2003-003�9 15 of 34 4 - ..,"'4MAMRMiM1! iw.,k.- - ,ex i... a': ,:,,r.x-f iM.+...,-_•:'nll ^f Mlf,;N,..,; f,.yea---,. n..... ...xr1+wr: ,....+rt1MCi 'f .. dW....,FMntr+N f 1 l,• •. ..."c w t7q :. P !91'--:•n ?'A". R- 'pNPF"n' i.. ., . r 'Nw`R.Pa -....- ", -.,.. .-._... ...,. .. .. ... .. ... - _. _ .. .. ,. . �'M4s'1�..`!VI T1'R .. "' '�RF" C�,., !11N5'A!1Ry(7� 1. RiMYw 4R•kMi, wfir n'N._FYI$71.., 5. .A 'h_ ._ • n: Il.'w6�',�i11RRNM '7' 19 '.TMhM'n+'fx+MhM1'4^Atw rlwMa'-I'h'1Flflu¢Mw7s413N!►alfn1A'E'IRAWMYtlfn`, NIp1fAbR[-WMR!tl1lYlh. ___-._-. '...-... .-... ........... ......... .. .. __ ...-.:...,... .^`--_.__ _.... .,. ........._ "......_..,_..._ .. _-__.._.... ..._ .._ _........,.. ....-........ _ 1 NOTICE: IF THE PRINT OR TYPE ON ANY --g_ irlr1ilrllllllltlllli � lllllllt I tl llllIIIII! I Iltlrltlr�TfT�ri�tll�rltlllr tII �III�IIIIIIIIIIIIIIIIIflltlt Ilillltll(IIIIfII IIIIIIIflllll II�I� iltltl1111111 f;lllltlllf1111 IIIIIIIIIl11�lI IMAGE IS NOT AS CLEAR AS THIS NOTICE, II 14� L �L -_ - -10� I 11 ---� l✓�G �� , ,�C.C �'7 IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT �I I �III11II,�11►IjII'�III�i111[111►1�1 II II IIIil�l1 I � !► � 1 11111 � I��I � I3IIII � III!II9 llllI ll 4 iI111 ►I.IIII.I►11. tllllll l111111W1.l1b �E ► [ Ii"'°�e E1�1111I�11�1�''-Z`�lii�11��1i1_11_,1��1„N■� �► �MIII�IYwwrwM �!. R�VI610N8 DY PREMANUFACTURED-' 9;t! -j 12 ROOF TRUSSES /i k u'-6" 5'-0" I ea ��r r.�rrov KWD -- -- � 9/30/03 I-HOUR FIRE RESISTENT - - — — CONSTRUCTION -- -- -_ 12 UNINSULATED ATTIC \ 11 ;I 9 SPACE A601 _-- Iz ROOF LINE OF MECH \ x10 ROOF RAFTERS `- 1.15"x 1`.8RM IN FOREGROUND ,15" LVL I INSULATED SA 4 RA I ROOOFARUS CTURED MONO 1 1w 24 O.G. W/R-30 BATT _`� (PER &TRUCT DWCs DUCTWORK I ( � / INSULATION--- �--R-38 BLOWN-IN -- / 2x10 ROOF RAFT S R-38 BATT- 6 12 INSULATION OBBY VAULTED 24" O.C. W/R-30 T INSULATION I I h� ED 4 CL'G BEYOND �� l"1-,_ INSULATION \ �Y •/ _-1 �---AHU-4 SUPPLY A TURN SOFFI7ED 1 SUGGESTED DUCT R TI EAVE A301 - � � _ . � INSUL ATTIC W 7 � SOFFIT LINE SPACE P F. GARO y BREAK RM PL LINE BEYOND ___ -- TOP OF PLATE 1 H 0 OR BEYOND /01 6 _ _— _ - TOP OF-PLATE - --- — POT SHELF - I ,� L MECH DUCT CHASE IN i MEQ4 EQUIP � _ 4 _ .11a BREAK RM BEYOND \ ROOM ` �, _ WINDOW HEIGHT Tf- S . DUCTS ,:q 12 � STAIRHALL CL'G l .� E I _ _ � \ - �- BEYOND 9/0 AFF GHA�R AHU-"2 > o /--GAS FIRED FURNACES 1 c o W/COOLING 'D -- I9 - SOUND ATTENUATING _ff _ D CORAtIYE D RUBS 2 1-HR RATED ` rn ON VIBRATI PAD 11 s - BATT INSULATION OR -! W EE 5RACE .1T �01 SOFFITED EAVE z o c > FLAT MOND AND MIN 20 H O Abml 1-HOUR RATED A O `fl EQU,�,L \ 11 r / F D om\ O v rn X�zz PLATFORM FLAT MONO TRUSS © _ 9 0 N ROOF TRUSS _ 6 ACOUSTICAL_ SUSPENDED -MI14 .36 PICslri MTl,./WOOD ® a C11 I INACCESSIBLE T-BAR CEILING SYSTEM ,� '' °' G cDRAIL \ � U `��' SOUND ATT UATIN VOID AREA 36"HIGH MTL\ 1-HR TED EXT WALL 3 6 Q' Q BATT INSUL GALVANIZED I � -- 5/8" TYPE "X" GYP � -' - STAIR RAILING 6 WOO STUDS A 16 O.G. 0 _w S.A. 4 R.A. GUTTER W/5/8"" TYPE ""X" GYP BD, Q U r- > INACCESSIBLE BD OVER 2x WD STUD TOP OF LIGHTWGt / u- DUCT ROUTI REAR PLYUID bHT'G (PER STRUCT) C1� ` ) Ln o VOID AREA _ WALL _ - TOP OF LIGHTWGT LONG III N,ILONG - —_ _ _ _ _ _ ID CJ7�I R�,� L AND R- 1 BATT INSULATION �l Q � -3-1/2"'x12" GL BMT — �+G -- - _woo TOP OF PLA_rE i TOP OF PLATE _ �- n (s (a 1 5/8'" TYPE "X" GYP BD w O I- - - - r-- - AT UNDERSIDE OF TRUSS - i '''� roxl b +I FOR 1-HOUR RATING WINDOW HEIGHT - X 1-HR RATED Q 1-1/2 LIGHTWEIGHT O G I - _ L _ _ I L I SA 4 RA �I WALL/NON-RATED a l'1 _ _ - 4x10 HEADER - DUCTWORK LANDING VAPOR BABBLE R I 4x&x30 LONG WOODQ y SHT'G OVER 16" E WE 2x6 CJ.-- U WINDOW IN 1-HR RATED EXT WALL_ _ _ CORBEL W/4xl0x36 S,A t R.A t FLOOR TRUSSES 24" OC. 6" WOOD STUDS is 16" O.G.• 9 0 WOOD KNEE BRACE I S U 'x(o EXT WOOD D 1.� N F REGROUND W/5/8" TYPE "X" GYP BD, DUGTWOf2K „ „ 5 UJOMENS PLYWD SPT'G (PER STRUCT) 9 STONE VENEER 48" HIGH RE TR 16 O.G. I/2 G 15 � VE5TI8 LLE AND R-21 BATT INSULATION co AFF. PLUS 4" PRECAST 3-I/2 GONG SLABH,4 .< Wr4 y. PLYWO SHT'G ( ROOM w- - ROOM WATERTABLE �� AND R-21 BATT IN ULA 10 A 4x3 GAL,/ANIZED PER STRUCT D S z DOWNSPOUT TOP OF SLAB FINISHED lIr _TOP OF SLAB _ ILI' `TOP OF TFL CONIC O FLOOR ELEVATION s 345,50' DECK ELE = 245.50' \ —I i=I,_-- I I —3-1/2" CONC SLAB I I I 7 n . tTlZ1/I6ION8 Y BASEMENT REMOVAL KWD FLOOR COVERING — --- 10 01 �., TO OUTSIDE FACE OF GIRDER TRUS 1-1/2 " LIGHTWEIGHT CONC '2 I-HOUR FIRE R515TIVE CONSTRUCTION-- VAPOR 5ARRIER UNIN5UL T D ATTIC 5HT'G PER 5TRUCT 5 TRUSS-GIRDER TRU165 LINE OF 1(0" OPEN UJEBBED MONO TRUSSLBEY I I \ I HOUR RATED CONNECTION } UJOOrJ' FLOOR TRUSSES _— i _ _ SCISSOR TRUSS�e) 1� j ~ �� SOFFITTED I P MANUFACTU D MONO C A3ml / V =-. EAVE RO TRUSS-X7 � 1 - 2-38 BATT- ) INSULATIO -� 6 \� '°3mt P F. GARO y TOP OF PLATE 12 I-HR RATED B 0� OR ,, SOFFITS SAVE FLOOR D 1 r4PHRAG;r I DIAGRAM GUTTER GALVANIZED _- -- --------_____ ' NO SC LE --_ -.-_ WINDOW HGT DEG TIVE r �, �' > o TRUS EE CE 1-1/2" LIGHTWEIGHT CONC OVER o - AT E i END l'J 6 MIL VA R FARRIER OVER � c - W 1-1/8" PLYUID SHT'G OVER O z c LU ARE O>= RESCUE ASSISTANCE U (�Q E - = 16" OPEN BBED WOOD FLOO i- _o rn 9 CN ( 3 6."I5"x22.5" G.L. BM 0 TRUSSES Q � ir. O �� i p (PER STRUCT DWGS) OO co Qr� 0 3 I X SOUND ATTENUATING r /8 X PBD - 9\ I-HOUR V� a OVERFRAMED CIORMER ROOF BATT INEUL Abm� RATED V u — ON ALL SIDES OF BEAM U o 12 - TOP OF LICsHTW_x'1' GON _ FOR 1-HOUR RATING U2L1 ,`'��l J m PREMANUFACTURED 9 — 11 f Abmt TOP OF PI_4TE - �) _ _ — O ROOF TRUSSES 1!'-6° I-HR RATED cn U IIN5ULATED ATTIC TO OUTSIDE FACE OF GIRDER TRUS S% 1 4x10 HEADER �_44t cap � Q 5FACE WINDOW HEIGHT Asmt I tom¢ co R-38 BATT l PRE:MANUFACTURE WOOD MONO 0 -ACOUSTICAL SUSPENDED i1 U I ( T-BAR CEILING SYSTEM Q a) INSULATION ROOF TRUSS IREFE TO MFG DWCx ) T w - N,4N FFm�RINFEME w II ►� I } MECH ROOM ROOF I INSULATED S.AJR.A DUCTWORK - HANDLING UNIT 4 - _ _ _ d IN FOREGROUND_ " 9 •r �4C Q NMI GL BM END CUT _ I,VSULATED S.AJR.A. DUCT RK 12 t BM POST A U I Q 6NWOOD OTUDS m 16EXT 1'LO.C. AIR HANDLING UNI 03 6� \ I I CONNE TION — SOFFITED 1 PLYCONIC SLAB BWD SHT'G (PER STRUCT) AWI - \ I I PA 2 _ PER'STRUCT DWGS AND R-21 BATT INSULATIONLLI SAVE CS .amt 1-HR RATED TOP OF SLAB - SOFFITED EAVE FINISHED FLOOR � ELEVATION 245.5®' TOP of PLATE OD FaLRU - GALVANIZED 18" WIDE CONC PERIMETER— _ I = I I=III= 7 FOOTING W/4 KEY AND RIGID -III �I=III=I�I III=I� 54"x54"xl?." CONC � � W/KNEE BRACE GUTTER I I—I -III-III I I-III- (PER STRUCT DWGS) � z % EACH END D-1 INSULATION W2FI =1 I -� I-I i I=I SIM I-III-.I I i=1 I I=i �- T O I �l \f `10 SCALE 1/4"=i'-O" �,6.15 X25.50 G.L. BEAM Z (PER STRUCT DWGS) �7 W DISPLAY _ U BEYOND AT GRID LINE 3 Lu = Z_ OPEN t0 MIL.1.-WORK ® _r ' 0 TRADING ;' ME 9 TO OUTSIDE FACE OF GIRDER TRUS �-- cp a6 LO I-HOUR FIRE RSIStfVE CONSTRUCTION a 1"i ATTIC Z I Q 1-HR RATED EXT WALL V TOP OF L IGHTWGT 6 WOOD STUDS 0 16 O.C. J' FACE CONC W/5/8" TYPE "X" GYP 817, — PREMANUFACT D WOOD MONO PLYWD SHT'G (PER STRUCT) I ROOF TRUSS (REFER TO MFG DUrz5) II I� II - ANG' R-21 BATT INSULATION TOP OF PLATE PREMANUFACTED FLAT ROOF I I — WOOD TRUSSES (REFER TO i-- INSULATION BEYOND TRUSS MFG DWGS) Nal GL BM END CUT �J NBl i; X25.50" G.L. BEAM I I t BM TO POST (PER STRUCT DWGS) CONNECTION � CV (� WINDOW HEIGHT - S.AJR.A. DUCTWORK � BEYOND AT GRID LINE 3 AI HANDLING UNIT 02 SOFFITTE I S.AJR.A. DUCTWORK R DL AIR HANDLING UNIT w ( SAYE A3mt —AG�.�USTICAL SUSPENDED X I 12" 2 I-HR RATED }- t-F3AR CEILING SYSTEM pt - _ �t SOFFITED SAVE 6:15"x22 5" G.L. BM —� TENANT IMPROVEMENT � (PER STRICT DWG5) I TOP OF PLATE 61 X 1-HOUR RATED WRAP CJP'4CE J - — - GALVANIZED C of AROUND TS COLUI•'iN GUTTER TS PER STRUCT DWGS — — 3-1/2" CONC SLAB 0 000 (p � 1 1-HOUR TED WRAP---a- TOP OF SLAB PER STRUCT DWGS A�®t AROUND T _ — 5/8" TYPE "X" GYP BD TS PERS DUJG W OVER RESILENT CHANNELS - AT UNDERSIDE OF TRUSS - F"dISHED FLOOR � � � 1-1/2" LIGHTWEIGHT GONG Ol/E / \ = iG--lG ELEVATION 245x0' - I I-111- -III=III= � -II — FOR 1-HOUR RATING i_ 6 MIL VAPOR BARRIER OVER / Z - I I I I I--� —I 11=1 10 1-I/8" PLYWD SHT'G OVER la" J —I 11- -1 I ITI I FE,= EI I R� IS pp pp OPEN WEBBED WOOD FLR ;III 1=1 11=1 11=1 I I- e u zzz -III- _ ___1 1 _ TRUSSES 9 1-HOI,R 12" WIDE CONC PERIMETER BA TDI SULENUATING � pmt RATED `— TOP OF L IGHTWGt FOOTING W/4" KEY AND RIGID CONC U2L1 INSULATION W2F1 � SIM TOP OF PLATE I-HR. RATED EXT WALL 6" WOOD STUDS 6 16" O.C. WINDOW HEIGHT W/5- /8" TYPE "X" GYP BD, — - — - - 5/8" TYPE "X" GYP BD - - -- ON EACH SIDE WITH EXT llt CN ALL SIVES OF Q PLYWD SHT'G (PER STRUCT) F VR I-HOUR RATI \- x5TRU �c3) ~ AND R-21 BATT INSULATION A I - T X I-HOUR R4 '�Ej`� T IMROVE: ENT i DRAWP�1 A pt AROUND " OLPIN TS PER S1' CT IGS � 1 4"x3" GALVANIZED - 3-1/2" CONC SLA 5 E — 0 U DOWNSPOUT CND PER STRUCT D \ DATt T I O I V - 6-26-03 ---- SCALE I/4"•V-011 TOP OF SLAB - ELEVATION 245.50' - 11- 1�= !I I_ .-11=1 I I I—IIII I i I t�I ' ��. NO, - _ sHl� _ _ _ CONC PAD I— III— 18" WIDE CONC PERIMETER 11111 WIDE CONC PERIMETER -PER STRUCT DWGS I �- FOOTING W/4" KEY AND RIGID FOOTIN,S W/4" KEY AND RIGID NSULATION — INSULATION W2F1 5 C T I O b i _=� SER 3 0 2003 A203 SIM —---- -- -- -- `—� 69th Ave. 12665 SCALE 1/4"■1'-0" 8UP2003-00379 17 or vim NOTICE. IF THE PRINT OR TYPE ON ANY 'I�' I I l l l i l l I t l I I t l l l l l i t I r l11-77111 r I t T I r i t I l t i l I I I I I I I'I I III t I t l Jill r r t r1 I r 1 I r l l t I l t I l l r l I T 1 i I I I I 1 Jill I ' f Itrllil_ i. I � , II � � I � , II � �I , � 1 � � 1 �- �l � � I � i � 6� i � I � I � �II � i � ilgl � ( ► li � �l �. I � � � io I � � � � ii I � I � I ��I �\ .?a . 2cx�4 IMAGE IS NOT AS CLEAR AS THIS NOTICE, I_ - I --1--- - ---� - -- 1 - --- -- 1——_ - � 1. _ ----- - L - _-.-._ -._.L_---- -- ------ -- _r_ -----1 beG 411111111,1m L IT IS DUE TO THE QUALITY OF THE No 3e �` ORIGINAL DOCUMENT E 8 Z 8 Z L Z 9 Z 4 Z 1 6 Z f:Z Z l Z 8[ 8[ L t 9 t � 111-I1 ,o� II I II � IIIIII II►IIIII ►IIIIIIII II► I III► IIII II Iilllllll IIIIIII�III I I ► (I I�I I II ► ►il III . 1 I II ( I IIIIII►►11111 I�IIIIIII�I IIII ��I�I11 I I ►III IN Il 11 i` 1 it w; } REVI61ON6 Y �'; i -- - — ZN 5ASEMENT REMOV K 42" HIGH VENT WITH BAFFLED 9/30/03 LOUVERS AND MESH SCREEN ' -�_- Ac mory161" By 6-12-Oh ImPM 5 F E A203 203 203 A202 A202 200.0 .4 D c _011 &1 40 1 2 0 GARO B N. OR OF 0 0 co > CD (D Ef mr 0 a 0 --12 LT- 0 Q) CN FIRE RETARDTAIIRT CEDAR 0 < G L_ .q- SHAI<E CLAC75 CN 14 c� cy. C/) Ln CEDAR SHA<J= 0 D TOP OF PLATE Ln C:) AT DORMER _j Lo F71 I F, < m L LLJI 1 0 I I IT 0 0 TOP OF PLATE TOP OF PLATE < % < __O Ix(o OVER 2x10 LUOOD- 12"-- AT BARGE 5D— FASCIA BOARD W1 GALVANIZED GUTTER 2x(o WOOD CORNER TRIM (TYPICAL) 12 -WdN WATER __ -- - - — A ------- A COLLECTOR LLI w TOP OF LIGHTUrST CON 0 OF LIG"1'UJGT CONC� 1% PLATE UL w TOP OF TOP OF PLATE ZF4 ENTRY DOOR W TAPERED WOOD COLL J, TAPERED WOOD COLUMN L 14"0 BOTTOM, 12",b TOS' 14",0 50TTOM, 12"0 TOP 1'-0' HIGH I I W_ I I I f I TOP OF SLAB TOFF' OF SLAB • F=j =4 w ELEVATION L--4x&x3O LONG D fill NEW Ix4 OVER W/4xI0x3(o TRIM AT FLOORLINE WOOD KNEE BRACE 2xl2 WOOD CORBEL u'oO law 20" SQ (FINISHED�x42" HIGH 20" SQ (Fh':6k1ED)x42" HIGH (AFF.) STONE \v!FNEERED (A.F.F.) STONE VENEERED COLUMN BASES W/PRECAST COLUMN BASES 111/71RECAST BEVELED CAP BEVELED CAP ISE ELEV- 4TION SCALE 1/411=11-011 GALVANIZED FLASHING q 1/2" X 0" INSET C4 C14 > 2xib WOOD TRIM ,3 PRIMED AND FAINTED F-L,4NGES 4RE OPT ION,41 H111 OUTLET 51ZE FOR tu '--4"x3" DOWN15FOUT PLYUJD fx / PER STRUCT tu 2x(o STUDS I&" O.C. % GYPSUM BIRD GAP FOR SEALANT 1/4" "14ARDISOFFIT" SOFFIT P,,kNELS _sv- OVER 1/2" PLYWOOD N Ix4 TRIM AND SHIM DAIN 4 E� 1/2 '1, PRIME AND PAINT TRIM 6/26/03 �— SCALE 0" CGEE GUT-rEfR J01s. NO. FRAIN UJ4TEfR C-OLLEECTOfR E� ET41L G;ALVANIZEID G�L�T_F'E F-,., DETAIL- NO BCALE NO SCALE CANT SOFFIT E� ET41L A302 T AUG 12 2003 69th Ave. 12665 SCALE I"mI'-0" BUP2003-00379 19 of 34 11111111 Jill NOTICE: IF THE PRINT OR TYPE ON ANY I 1 1 1 1 - - - I IMAGE IS NOT AS CLEAR AS THIS NOTICE, _-_-____-l- 4 �4 - - 1_-_- 1 ____ -______I _ L_-_ -_ IT IS DUE TO THE QUALITY OF THE No.16 "p W. ORIGINAL DOCUMENT 111 1 1161 I� u��lu 11111411 jj� IIIIIIJILI 111 11 11119111111 1111 7, 9 7- 5) 1(,42f03 �202 20i) .01 1 i R/vl610N8 D`I Y BAPrE1'IENT REMOv 9/30/03 KWD B C DrE A202 A202 A203 T2O A203 1.0 1.3 1.� 2.0 ,0 D �C IP GARO C'Z H OR - -�-_ --- __--� - ---�-- - L----- - i a � I o s o � O N tl -i - IZ o - — --- --- — �` U o j ^ -- ��w� J CD m Q III 1 — O -EIRE RETARDANT CEDAR �cn _ - -- —_ --_ — - — – SHAKE CLASS "BI' ROOFING w a Q — TOP OF PLATE -- — - — --- -- — - __ — - TOP OF: PLATE — " :-- — --- -- - _ --- — -- 2 1-HR RACED — — SOFFITED EA 1x6 OVER 2x10 WOOD FASCIA BOARD W/ _ — _8 GALVANIZED GUTTER Z ER ALVANIZED DOWNSPOUTIt w --- — (TY!F' OF 5 ACROSS LEFT — ELEVATION) > 1 -h�TOP-OF LICsHTU,GT CONG - — - — — — -- _ _ -- _— — ^- _ — — -- _ TOP OF LIGHTWCsT CONC I% FEE- TOP OF PLATE TOP OF PLATE Ej:1 a Q 12 12 Ql TOP OF SLAB% TDP OF SLAE ELECTRIC SM-METERS _ _ VERIFY LOCATION 1/2"x8 EXPOSED BEVELED CEDAR SIDING CAULK BET EN SIDING AND AT CORNER 80 RDS i z 1 �4OUR RATING ENTIRE REAR EL E V A T ION a q w --1 LEFT S1DE ELEVAT ION SCALE 1/4"•1'-0" CQAWN a-Isucsc t DATR 6-26-d8 so" - JOS. NO.____---- RE ISIO N A303 SEF' g 2003 69th Ave. 12665 BLjP 003-00379 20 of 34 'r .:_:- -.,.. _.��7r!;.P4.�M,+-r�mar,w..,�.re,.,..._..,*,..wn..e+..n.,.,.,ri..,,-.,�.,.,R.,-,.nv-..,»�mww��war..-enammm'.•«eweww�.r�,.. •,_ - ,. ,�,. ...w-.,.. (`T?»7xr,•.vzU'2.aasaumraf 5;r• r;t;,..pi aVa�r.,r. , �npup�t caw'z'niz7r...._ ..yMPp111gerw�.nwawwMwr.. - NOTICE: IF THE PRINT OR TYPE ON ANY -j I -f I-- I -I --� I - l . 41 IMAGE IS NOT AS CLEAR AS THIS NOTICE, lIll4 . - - I llIlIlIlI lllI1I1I 1I1I 1I 1 1 1 1I 1I 1I1111i111' lillllllIlll�l IT IS DUE TO THE QUALITY OF THE I(II��II►��11111111 I 1 II IIT,IIIZ h91ZIZ illllllllllllllll�lll I111111 I IIII 1II.�e��tIIIAJJI I9ll1ltIilli�ll6lllltllll�il£l�iltlllll`ll�z lillil� t t lI lllllI I�Ill�ll�l�lgI ll�l�ll�L lI llll�ll9 llllll�9llllll`IIIINIoIII36 IIW£II—III��►ilZ►Il-1ll1111t11I7�1 Y1)A y ORIGINAL DOCUMENT t8�l �t LZ tz Oz llJill llIl�lI9S1► �I �fi��I�I�II� lIiII�IIIII�►� �Il ` ' .VIII 0MVI6I0N6 ey IC TOP OF PLATE TOP OF PLATEu. TOP OF PLATE DRYWALL C:L'G FIN DRYWALL DRYWALL CL'G % E (,E I L I N G WINDOW HGT I WINDOW 40 AL 0. 11 w t*11 N w D w o --WALL MOUNTED 2 361, MIN 541, (MIN) WALL MOUNTED w L.AVATORY tdRy 1211 w LAvA w GRAB BARS r*ROR 2 a z :r - MIRROR 5-- d) 5: d) 4-4 2 (MIN) RECESSED TOILET 3700 LL GRAB BAR - TOILET SEAT RECESSED 50AP WALL MT'D- SEAT DISPENSER Z RECESSED SOAP z z M A ;4PWM F. 1UGJtROn TOILET SEAT DISPENSER--_ DISPENSER U- H/C URINAL BRAVMMN, OR /Z/�/ DISPENSER u co DISPENSER Cb i— Cp ------ ___cL % x X (p x OF -q (L) 00 x IL > CD CL C) J 0 L x z r4 J�o 7 Zn 0) " a, r- 6) -t (-4 0 0) 0 0 F_ C71CN- % 0 w < T OFFSET OFF5E DUAL ROLL TOILE 11 ' DUAL ROLL TO MOUNTED 0 3i DUAL ROLL TOILET -TJ la D R,4 IN cm LET DRAIN f TOILET C/i 0 r- PAPER DISPENSER __� PAPER DISPENSER 3ro MAX H/C WATER CLOSE PAPER DISPENSER f__ �- FLOOR MOUNTED IN15UL 0 IN5UL llz�o H/C; WATER CLOSE C) r__ > Ln a cD C) J-) < �1�E15��O�I"� N 5 ' R?07rIEN51 R00 1-1 �0 FIRSTFLO : FIRST FLORF1R5T FLOOR Lid 0 W ZLL � tz�ZL 0 _11 a� (001, MIN cd 214V1 RECESSED RECESSED e- CLR STALL < HOLD LIGHT BOX LIGHT BOX--] P` OF PLATE TOP OF PLATE TO CL DRYWALL C;L'C-z r7la" MIN % i-iG-r 1001 SOFFIT SOFFIT F_ SOFFIT HG'r 0 54" (MIN) 2'-(oil 11 [a (MIN) (0 4" LAMINATED MAX f 4211 (MIN) /1211 3(0" (MIN) CLR LLI U . MAXMw A) w 5ACK5PLA5H —------ Z 0 4" LAMINATED MIRRP)/q GRAB BARS GRAB 5,4RC,--- W 5AC:K5PLA5H mi R W z (s) -7 2 LAMINATE TOILET SEAT LL W U- 10 TOILET SEAT 7 0/1 COUNTERTOP DISPENSER z cv Z RECESSED SOAP DISPENSER i TE DISPENSER - U- CL PILC� ATTIC ACCESS al L - I (p 1.Q LADDER X ib x Z� x ul GRAB It(1) -z - v� r- - BARS x —0 cl) (N cp L COUNTERTOP LAVATOR-1 EQ 1611 COUNTERTOP LAVATORYH/r, WATER CLOSE DUAL ROLL TOILET aro" \---FLOOR MOUNTED W1 OFFSET DRA' IN WALL MT W1 OFFSET DRAIN IN5UL FLOOR MOUNTED PAPER DISPENSER MAX HC CL05ET INSUL HC; URINAL CL 1E t'-IEN5 ROCt"I 0E _-�,SICC SECOND'�F�L_ 0_R N 5 ' RootsE 5 5E�ONDFL R SEcOND7L OR. SECOND FLOOR SOFFIT RECESSED- TOWEL LIGHT kBOX T-0 C14 DISPENSER + Fm SOAP - Z4 WASTE DISPENSER <4 RECEPTACLE Z I f fl, til 153/4 RO Z LLI all MIN+- 00AWN CSD 7Y = 5TALL FARTITION5 11145TE/TOWEL CATS FIRST FLOOR 6-26-03 SCALX JOS. NO. N 7 E L E V A 7 1 0 N 5 C; A L E 3/6" - I' - Oil A401 69th Ave 12665 AUG 12 2003 BUP2003-00379 21 of 34 IF THE PRINT OR TYPE ON ANY NOTICE. b�7 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 101 -AlL 1� IT IS DUE TO THE QUALITY OF THENo 313 woIL1110'a k1m ORIGINAL DOCUMENT 61 lull f I AVATO Y NOTES �v101oNe pY A- MINIMUM 30" X 48" CLEAR SPACE 15 PROVIDED IN FRONT OF SINK THAT ALLOWS FORWARD APPROACH, 3105A(b) 4A(.) 4.193 �� I I�� 'N I� �, � �"'1•'�� E � I I L E B. REQUIRED CLEAR SPACE ADJOINS OR OVERLAPS AN ACCESSIBLE ROUTE. 1" MA 1- " max 1- " max !1-� MAX �•t I �l _i/�\ I _ ,� �,} AND EXTENDS 19 MAX. UNDER LAVATORY. 31054(b) 4A(l) 4.193 I � G. LAVATORIES ADJACENT TO 5lDEWALL SHALL HAVE 18" MIN. FROM WALL � - , FLOOR MOUNTED "KOHLER" WELLCOMME *K-4350-ET WATEcR GUARD TOILET, VIT CHINA, FLOOR MOUNTED TO COUNTER OF LAV. 1504(A) 6� b�, WATER CLOSET WATER CLOSET WITH ELONGATED BOWL, SIPHON JET ACTION 4 1--'%7 " TOP SPUD WATER r. W/FLUSH VALVE SAVER COMPLETE WITH D. SINK 15 A MAXIMUM OF 6-1/2" DEEP. 424.4 FIG. 92 "SLOAN ROYAL" "110-3 FLUSH VALVE, *K-46"10-C SOLID PLASTIC --- �-�--- -- - E. KNEE CLEARANCE UNDER SINK IS A MINiMUM OF 27" HIGH AND 30" WIDE, OPEN FRONT SEAT LESS COVER. AND PROVIDES AN ABSOLUTE DEPTH OF 19" UNDERNEATH THE SINK_ FLOOR MOUNTED "KOHLER" HIGHCLIFF *K-4368-ET WATER GUARD TOILET, VIT CHINA, FLUOR MOUNTED 4.243 FIG. 92 P- 1 - WATER CLOSET WATER CLOSET WITH ELONGATED BOWL, SIPHON JET ACTION 4 1-1/2 " TOP SPUD WATER A. F. DRAIN AND HOT WATER PIPING IS INSULATED OR CONFIGURED TO PREVENT BUILDING W/FLUSH VALVE SAVER COMPLETE WITH "SLOAN ROYAL" *110-3 FLUSH VALVE, *K-46'10-C SOLID PLASTIC 1504(b) 4.19.4 (HANDICAPPED) OPEN FRONT SEAT LESS COVER. (HANDICAPPED) G. THERE ARE NO SHARP OR ABRASIVE ELEMENTS UNDER SINK.. 1504(b) 4.19.4 (a) „ KOHLER" *K-219 '�5 PENNINGTON" 20" x 11" OVAL VIT. CHINA SELF-RIMMING COUNTERTOPa H. FAUCETS ARE LEVER TYPE, ELECTRONICALLY ACTIVATED OR APPROVED FLUSH RISER ANGLED NOSING ROUNDED NOSING LAV W/4" FAUCET CENTERS AND FRONT OVEW-LOWS WITH "KOHLER" *K-155x2-5 "GORALAIS" � COUNTERTOP 37 0 SELF CLOSING VALVES MIN. 10 SECOND OPEN FLOW). 1504(c) 4.195 - LAVATORY FAUCET W/4" CENTERS SINGLE LEVER HANDLE, AERATOR WITH 2- 1/2" GPM FLOW RESTRICTOR W F F. MAGARO � I. PAUCETSARE OPERABLE WITH ONE HAND AND DO NOT REQUIRE TIGHT W/*K- 13885 OFFSET DRAINP , 1- 1/4" TAILPIECE AND ADJUSTABLE -TRAi= 3/8" ANGLE SUPPLY R N• OR� 12 min GOOK AND RISERS ADJUSTABLE -T � Q'' GRASPING PINCHING OR TWISTING OF THE WRIST 1504(c) 42-1.4 BLE P RAP, _ /� ANGLE SUPPLY COCK 4 RISERS J. 5 LB. MAXIMUM FORCE REQUIRED TO ACTIVATE CONTROLS. 1504(c) 421.4 WALL MOUNTED "KOHLER" "K-4960T "BARDON" WATER- GUARD URINAL, VIT. CHINA, WALL HUNG WITH 3/4 11oF., Og� K. MIRROR SHALL BE MOUNTED SO BOTTOM EDGE IS NO HIGHER THA, 40" AFF. Y F - 3 URINAL TOP SPUD WITH "SLOAN ROYAL" * 186 FLU514 VALVE W/VACCUUM 5REAKER, "J.R SMITH" > a 1 I. FIXTURE SUPPORT FIG. *634. REFER TO INTERIOR ELEVATIONS FOR MT'G HGT 12"min EQ E �o o FIAT" M " " ~ MODEL 360, 36 X 20 MOLDED STONE, FLOOR MOUNTED MOP SINK W/VINYL BUMPER Q Q GUARD AND INTEGRAL 3" DRAIN WITH INTEGRAL STOP ARMS � � � ►s`+ - � SERVICE SINK "CHICAGO" X89`1 SERVICE SINK FAUCET WITH *369 HANDLES <� 3 �cn VACCUUM BREAKER, WALL BRACE, PAIL HOOK, HOSE END SPOUT 4 ADJUSTABLE ('j �0 V) aD WALL MOUNTED �� "GREENWICH" � � ~ � C) an KOHLER *K--2032 GREENWICH WALL MOUNTED LAVATORY 20"x18" �z �' m Z P- LAVATORY RECTANGULAR BASIN, FRONT OVERFLOWS, 4" FAUCET CENTER& WITH o o=ff-- cn "KOHLER" *K-15582 "CORALAIS" FAUCET WITH 4" CENTERS, 5" W �W 1 SINGLE LEVER HANDLE, AERATOR W/ 2-1/2 GPM FLOW i�..ESTRIGTOR, h n Q �p " C4 W/POP-UP DRAIN W/ 1-1/4" TAILPIECE AND ADJUSTABLE P-TRAP, 3/8" �< Lu, ANGLE SUPPLY GOC K AND RISERS - I Q U I ' MAX. y KNEES TOE CIEARANCES CLEARANCES NOTE: -a 3(Y WIDE 1rCLEARANC� MIN. - � � DEPTM Y is thFs minimum handrail extension of 12" COUNTERTOP "ELKAY" 221-7 22 "xll" COUNTERTOP SINK, 18 GA STAINLESS STEEL plug the width of one tread that is required SELF-RI1"11"11NG SINK UJ/2 SOLES { 30" WIDE at the bottom riser. SINK. 'rr LAVATORY CL, EAIR/4NCE5 RESTROOM NOTES: �JC �44N[DfRAIL5 A. 30" WIDE X 48" DEEP MI1s11MUM CLEAR ACCESS IN FRONT OF FIXTURE (ONE FIXTURE ONLY REnUIRED). 3105A(b)4D 4.183 B. ONE FULL UNOBSTRUC i ED 51DE OF THE CLEAR FLOOR OR GROUND TOILET F%,0 0M 5f=E C I A L T l E 5 AND A C C E 5 5 0 fRI ;= 5 SPACE ADJOINTS OR OVERLAPS AN ACCESSIBLE ROUTE OR ,4.DJOINS ''- ANOTHER WHEELCHAIR CLEAR FLOOR SPACE. 3105A(h)45 42.4.2 T7'PE 304 STAINLESS STEEL 1 C. 11" MAXIMUM RIM HEIGHT ABOVE FLOOR 1503(x) 4.182 PAPER TOWEL DISPENSER/ "BRADLEY" *237 FINISH FACE AND CABINET I D. 44" MAXIMUM HEIGHT OF FLUSH VALVE ABOVE FLOOR 1503(b) 4.18.4 WASTE RECEPTACLE SEMI-RECESSED TOWEL DISPENSER W/HINGED DOOR AND TUMBLER LOCK. `- "? C 15314"W x541/2 "H x-71/2 " DP - ROUGH) LL Z E. 5 LF3. MAXIMUM PRESSURE TO OPERATE FLUSH VALVE. 1503(b) 42 .4 FLANGE AND FRAME W/SATIN F 14" MINIMUM PROJECTION FROM WALL. 1503(x) FIG. 88 SEAT COVER DISPENSER "BRADLEY" *584 TYPE 304 STAINLESS 5TEELI2 GALLON WASTE CONTAINER - G. FLOOR SURFACES ARE SMOOTH, HARD AND NEIN-ABSORBENT RECESSED FINISH CABINET W/HINGE AND TUMBLER LOCK �_ EXPANDING UPWARD A MINIMUM OF 5" ON10 WALLS. 3105A(b)5 (153/4"W x113/9"H x23/4" DP - ROUGH) H. WALLS WITHIN 24" OF FRONT AND SIDES O>` URINAL ,4'•'2E SMOOTH, DUAL ROLL TISSUE "BRADLEY" *5125 / E AND FR.-'SME. SATIN FINISH HARD AND NDN-ABSORBEI 1T TO 48" HEIGHT, AND ARE NOT ADVERSELY t3RIGl•+T POLISH FINISH (121 2 "W x �.� DISPENSER RECESSED AFFECTED BY MOISTURE. 3105A(b)5 Q SOAP "BRADLEY *643 TYPE (�304 STAILESS STEEL FLANGE W/S/5 SATIN FINISH fn A. MINIMUM 30" x 48" CLEAR FLOOR OR GROUND SPACE IS DISPENSER RECESSED CABINET W/KEYED TUMBLER AND VALVE LOCK 1l� ` PROVIDED 70 ALLOW FORWARD OR PARALLEL APPROACH TO (101W x 6" H x4"DP) AGCE550RIES. 3105A(h)4A 422.E FLOOR DRAIN "J.R SMITH CO." -i" DIAMETER i`IICKEL BRONZE STRAINER 4 STRAINER AND FLASHING E. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR FLANGE, TRAP PRIMER CONNECTION AND 24"X24" SHEET METAL GROUND SPACE ADJOINS OR OVERLAPS AN ACCES315LE ROUTE PAN FOR DRAINS ABOVE GROUND FLOOR OF BUILDING �I OR ADJOINS ANOTHER WHEELCHAIR CLEAR FLOOR SPACE. 3105A(h)4B 4.2 4.2 C. MIRROR 15 MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40" FROM THE FLOOR 3105A(b)4A(I1) 4.19.6 g D. OPERABLE PARTS (INCLUDING COIN SLOTS) OF ALL FIXTURES 1-�- -� OR ACCESSORIES ARE LOC:`.TED A MAXIMUM OF 40" ABOVE NOTES: FLOOR (I.E., SOAP DISPENSERS, TOWELS, TOILET SEAT COVERS, GRAB BARS AT WATER CLOSET (511.1A-9) AUTO-DRYERS; SANITARY NAPKIN DISPENSERS, WASTE 1. ONE At SIDE 421, LONG EXTENDING 24" IN FRONT OF —PROVIDE BLOCKING RECEPTACLES, ETC.). 3105A(b)4B 423.-I WATER CLOSET± ONE AT REAR OF WATER CLOSET 36" AS REQ'D (y E. CONTROLS AND OPARATING MECHANISMS ARE OPERATED WITH ONE HAND AND LONG± BOTH MOUNTED 33" ABOVE FLOOR X DO NOT REQIURE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WIST. (EXCEPTION: REAR GRAB BAR OVER TANK TYPE I 1 1/2 WOMEN MEN UNISEX 3105A(t)4 4.2-1.4 WATER CLOSER MAY BE UP TO 36" ABOVE FLOOR) " 1 1/4 TO - `. F. THE FORCE REQUIRED 70 ACTIVATE CONTROLS 15 5 LBS. MAXIMUM. 3105A(04 2. BARS SHALL 61= 1-1/4" '10 1-1/2" IN DIAMETER �� i 1/2" DIA. 42 .4 WITH 1-1/2° CLEARANCE TO WALL. GRAB BAR TYPICAL RESTROOM DOOR SIGNAGE G. COAT HOOKS AND SHELVING ARE LOCATED WITHIN APPROPRIATE REACH RANGES 3. BAR FASTENERS AND MOUNTING SUPPORT SHALL BE (48" MAX. ABOVE FLOOR RECOMMENDED). 3105A(h)4A THRU D 42.5 ABLE TO WITHSTANC 2521 LBS. POINT LOAD IN H. IF MEDICINE CABINETS ARE PROVIDED, AT LEAST ONE HAS A USABLE SHELF NO BENDING, SHEAR TENSION. ROTATION IN FITTING NOT ALLOWED. HIGHER THAN 44" ABOVE FLOOR 423.9 4. SURFACE OF WA LL ADJACENT TO GRAB BAR IS TO - WALL/DISPENSER `` DOOR-MOUNTED SIGNAGE TOWELS SANITARYCUPS BE FREE OF SHARP OR ABRASIVE ELEMENTS o APPROPRIATE 70 ROOM t WASTE WASTE TOWELS DRYER GRAB BAR SECTION USE oil NAPKINS �- G f RA E5 54,fR DETAIL NOTES; SCALE 1"=I'-0" — 1. ON DOORWAYS LEADING TO SANITARY FACILITIES, , n THE SYMBOLS TO BE PROVIDED ARE 12" 9 - 1 _ — — EQUILATERAL TRIANGLE FOR MEN, OR 12" DIAMETER Q L - -- — — [T-0 -- -- — — CIRCLE FOR WOMEN, 1/47 THICK CENTERED ON DOOR 60" ABOVE FLOOR, CONTRASTING COLOR WITH DOOR. coo (511.1 A-6) DRAWN X G�SGIC�p CD DATE `t 6-26-03 ,1015. NO. 69th Ave. 12665 BUP2003-00379 22 of 34 AUG , 2. 200-1 A402 lK -0LL'uLiJ.d�.,,,'L�... L}gy:+l.yy._,. ......:...-. ... ryyY4' '.:t '�P99YY'F `y .. � rllrltlll1111 � 111111IIIIII' IIIIIIT IIfIIC f� IIIIIIIIIiIIIIIIIIIIIIllll1111illllllllllllllllllllllllll , ICE: IF THE PRINT OR TYPE ON ANY I � I I I I I I I I � I I i l i l l I I I I 1 � � I I I l f � III III III I III ill 11 IMAGE IS NOT AS CLEAR AS THIS NOTICE, (- -----_11- --_I�._ Z�- - --— �____�_�___I1 I 6 - L---- 1—_ _ L_ ---71 8 9 10 11 I 1Z IT iS DUE TO THE QUALITY OF THE - ------ No.36 &—f4.T- 8 ORIGINAL DOCUMENT L t 9 t 9 t 6 t I�•T ti T uY i i`t 211 �lllllIIIIII IIII <W Lllll LlllL�u�u�w !! ►I DOOR WIDTH DOOR WIDTH -4. TOP AND BOTTOM LOUVERS AS REQ'D C4 C4 • HOLLOW MTL FRAMEFRAME Ll \% O TEMPERED TEMPERED u LCKSET uLOCKSET GLAZIN(:*// GLAZING TEMPERED GLAZING D -I f r— OF /INV 3700 rf� r� ppm F. MAGAROn BRAVEMN, OR 017�- �; - (10) 2 r QCs cn OF 0 00 THICKNESS -Nil FIFe RATING1-3/411 LL PANELS ARE SING-;LE GLAZED 7- 0 c: 0 %- 0 THERMAL U- VALUE NOT APPLICABLE FIIIRE� RATING DOOR GLAZINS I" INSULATED TEMPERED DOOR GLAZING P INSULATED TEMPE'��L5'____' 0 cy) = (V c-'j THE AL U- VALUE NOT APPLICABLE < HC/ Ar-CES51BILITY YES TRANSOM GLAZING P INSULATED TRANSOM GLAZING I" INSULATED 0 64 DOOR MATERIAL WO0D 5OLIID CORE HC/ ACCESSIBILITY YES THERMAL U- PER MANUFACTURER SPECS THERMAL U- VAS ._UE PER MANUFACTURER SPECS DOOR MATERiAL WOOD -SOLID CORE VALUE d c� DOOR FIN15H FAINT - COLOR QY OWNER 0 R FINISH FRAME MATERIAL EXTRUDED ALUMINUM FRAME MATERIAL EXTRUDED ALUMINUM -r-RAME MATERIAL HOLLOW METAL D FAINT - COLOR BY OWNER FRAME TPICKNEC75 PER MANUFACTURER SPECS FRAME 'THICKNESS PER MANUFACTURER SF ECS 0 c ff.LAtE MATERIAL HOLLOW METAL CA'Slw_3 WOOD SELECTED BY OWNER CAAlMr&nnr'l DOOR MATERIAL EXTRUDED ALUMINUM > SELECTED BY OWNER . DOOR MATERIAL EXTRUDED ALUMINUM 0 C:) OOR THICKNESS 1-3/4 LO DOOR THICKNESS 1-3/4 DOOR FINISHANODIZED COLOR BY OWNER DOOR FINISH ANODIZED COLOR BY OWNER < 9 PL C�J-ANIGAL ROOt DOOR INTERIOR &WINGING PLANS AN 0 DOORS FIRE RATING FIR YES B RATING ca INTERIOR SECOND FLOOR INTERIOR 5ECOND FLOOR HC/ ACCESSIBILITY �-G,/ ACCESSIBILITY I YES CIO LLJ 0 LL <c REAR TENANT ENTRANCE DOORS TENANT ENTRY D.00R, ct EXTERIOR FRONT AND REAR Boa INTERIOR FIRST FLOOR < DOOR WIDTH 1L < 10 P 7 -------- e.- HOLLOW MrL (4) 10 11 % FRAME 'I . g TEMPERED TEMPERED > GLAZING GLAZING SIGNAGE -04 -0 r- C14 AS REQUIRED llln�� - _/_z -— Z 'EQ EQ LL z b u LATCHSET i_ LL w ( 1 Lucr A: DOOR GLAZING P INSULATED TEMPERED TRANSOM GLAZING I" INSULATED THERMAL U- VALLE PER MANuFAc SURER SPECS �o 4c FRAME MATERIAL - EXTRUDED ALUMINUM T&PENRY TEMPERED TEMPEREV MPEF�ED T4lPER4),D FRAME THICKNESS -1 PER MANUFACTURER SPECS Lu FIRE RAT �j GLAZING G AZING GLAZING 5LAZING E"K GLAZIN(9 DOOR MATERIAL TIR-IDED ALUMINUM TH!CKN -3 ESS NG 1 /411 DOOR THICKNESS 1-3/411 DOOR FIN15H ANODIZED COLOR BY OWNER 1 !NFERPLANS WC/ ACCE55151LITY NO z THERMAL U VALUE NOT APPLICABLEFIM RATING DOOR MATERIAL 1,40LLOW METAL HC/ ACCESS151 DOOR FINISH FAINT - COLOR BY OWNER FRAME MATERIAL HOLLOW METAL CASING _ FRONT TENANT ENTRANCE DOOR'SHOLLOW METAL ALL. f=,4NEL5 ARE SINGLE GLAZED L2 EXTERIOR FIRST FLOOR R LET % TOI00t-1 ENTRANCE DOOR GLAZING P INSULATED TEMPERED DOOR5 TRANSOM GLAZING I" INSULATED� L I N ( g — -L- - AND 5E(,0ND FLOORS THERMAL U- VALUE PER MANUFACTURER SPECS DOOR WIDTH FRAME MATERIAL EXTRUDED ALUMINUM /4 H, 41 -011 FRAME THICKNESS PER MANUFACTURER SPECS Sim OR WIDTH /—TOP AND BOTTOM DOOR MATERIAL EXTRUDED ALUMINUM C4 A LOUVERS AS REQ'D DOOR THICKNESS 1-3/411 HOLLOW MTL DOOR FINISHANODIZED COLOR BY OWNER ERLAN$ tj HOLLOW MTL FRAME CASING ;= FIRE RATING FRAMEHC/ ACCES4 I S REL IGHT N El�El�CE 11001*1 ENTRANCE U2 TE R4" SIGNAGE 1 SIGN �FER OR SECOND ON�� AS REUUIRED LOCKSET GLAZING TE -A 0 lu CZAPEW 0 w LOCK5ET z 6 5Q. FT 00 o % PANIC: DET,41L5 REFERENCED TO 5�4EET ,4502 % SOLID \50LID PAN l ..... NEL (1 jcq ALL f=),4 ELS ARE SINGLE GL„' ZED ALL f=,4NEL5 ARE SINGLE GL.4MD THICKNES5 FIRE RATING S)OOR GLAZING P INSULATED TEMPERED i DOOR GLAZING P INSULATED TEMPERED 0AIT FIRE RATING THERMAL U- VALUE NOT APPLICABLE TRANSOM GLAZING I” INSULATED TRANSOM GLAZING I" INSULATED 6-26-03 THERMAL U- VALUE PER MFG SPECS HC/ ACCE5SIBILITY YES THEWAL U- VALUE PER MANUFACTURER SPECS THIIEELRMAL U- VALUE PER MANUFACTURIER SPECS BGALt HC/ ACCESSIBILITY YES DOOR MATERIAL WOOC) -50LID CORE FRAME MATERIAL— gXTR.LIQEQ ALUMINUM FRAME MATERIAL EXTRUPEr. ALUMNLtl DOOR MATERIAL METAL - I=OLYURET14ANE CORE DOOR FINISH FAINT - COLOR BY OWNER FRAME THICKNESS PER MANUFACTURER SPECS FRAME TH1CKNE65 PER MANUFACTURER SPECS DOOR FINISH OPAQUE FAINT' - BY OU,4ER FR41E MATERIAL HOLLOW METAL DOOR MATERIAL _ EXTRUDED ALUMINUM DOOR MATERIAL EXTRUDED ALUMINUM FRAME MATERIAL HOLLOW METAL CASING WOOD -SELECTED BY OWNER DOOR THICKNESS 1-3'4' DOOR THICKNESS 1-3/411 CASING WOOD - SELECTED BY OWNER DOOR FINI544 ANODIZED COLORS) OWNER DOOR FlNle44 ANODIZED COLOR BY OWNER PER PANS-AN CAOING AN� F IRE RAT WG 20 MINUTE __tA J� 0 io) REAR TENANT ENTRANCE DOORS I �NIQTQRS CLOSET DCOf;P, He--I ACCE5SIl5IL(T'T' E5 I HC1 ACCE5515ILIT INTERIOR FIRES FLOOR INTERIOR FI FLOOR FEAR L055"r'/Of=EN AREA GLAZING 3 ')TEN4NT ENTIR'�- DOORS REAR Ab 69th Ave. 12665 BUP2003-00379 INTFR.IIOR SECOND FLOOR INTERIOR FIRST FLOOR 23 of 34 AUG i 2 nn, NOTICE: IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, 4C 6 - I I 8[ 10 L 121 IT IS DUE TO THE QUALITY OF THE No 38 14I � E Z I Ti NV lull- t ORIGINAL DOCUMENT ►► �� ,I 111T F rdvr�ror� sr r � —ALUMINUM DGOR WOOD SIDING STILE PER PLANS ----2x6 EXT WOOD STUDS r, �- WOOD SIDING- - __--- � �- ---. ... -_--- PLYWD SHt'G 2x6 EXT WOOD STUDS r --_ _ n PER PLANS --__-- --__ +� 16" O.G. L.II "TYVEK" OR EQUALLY - * 16" O.C. UN.O. - - �/z" PL YWD SHT'G----- -- APPROVED BLDG PAPER ---2x6 EXT WOOD S1'UpS -- -- - -- _� - - ,z GYP BD - -- ��s GYP BD "TYVEK" OR EQUALLY GALVANIZED SWEET PAPER BLD'c's 16" O.G. UN.O. MTL FLASHING W/DRIP --► PAPER ----__-.-------- -.-_.. ? --+4EADER PER PLANS EDGE -HEADER PER PLANS MTL FLASHING W/DRIP---�►` GALVANIZED SHEET i,2" GYP BD TEMPERED 150 FELT ABV HDR -- EDGE GLAZING Ix Ix WOOD TRIM - 150 FELT ABV HDR -- ----+aEADER PER PLANS CONT BACKER ROD-='� CONT BA..KER ROD IxC6 WOOD TRIM -- AND- 4 �- --CAULKING AS AATLKING �~ -CAULKING AS AND CAULKING ��_ CONT A - NEEDED NEEDED SEALANT CAULKING AS I NEEDED B L KIN RDD ALU. l D O O f_5 T I L E_ TO 5 T I E --- SHIM AS NEEDED �— SHIM AS NEEDED Q�� AND CAULKING ----HOLLOW METAL DOOR - - -=-= TRANSOM ALUM - ' SEALANT FRAME (HEAD) SCALE 3 ■I -0 TRANSOM ALUM 1 �rC► HEAD _ _ _ HEAD --- ANCHOR AND SHIM Q1 0 EXTERIOR DOOR ------ - AS REQ'D ALUMINUM MULLION-- ALUMINIUM MULLION wP F.' ![AGARO PER PLANS AND � B �ON. OR � SCHEDULE - — — ALUMINUM ■ DOOR HEAD C}d 1 �j _ EXT DOOR BEAD DET41L — OF °� SCALE 1'�z"■1' _ TEMPERED-- GLAZING EMPERED— ----�- GLAZING -Al -- ALUMINUM CLT.D---� WOOD SIDING--- -- DOOR HEAD PER PLANS GLAZED � I 1/2" PLYWO 5WT'G - `:.�F L A Z E D FINV L /DOOR TEMPERED ----- > a GLAZING *c:' o -• - - --2x6 EXT WOOD STUDS SCALE 3"=1'-m" p o cn c "TYVEK" OR EQUALLY-- • 16" O.G. U.N.O. - - F- _v v).- APPROVED BLDG /� JJ II 1I11* I t * I I q�� t PAPER - is„ GYP BD (U C14 HEAD HOfRIz t**IU V I II �t DETAIL L055 �EAD DE I AL `� vnN BACKER ROD- -��- - - J _ I AS NEEDED ---DBL TRIMMER SCALE If/� i'-0” SCALE l�/ I'-O" 11 c rn cK 1x6 WOOD TRIM- CAULKING AS -- tf� U o r^ NEEDED TEMPERED Q�Wain CD -F TEMPERED GLASS 11 i�`�`y Q °° CONT BACKER ROD- GLAZING �Z AND CAULKINGd 1 STOREFRONT SEALANT —HOLLOW METAL DOOR • FRAME (JAMB) //--------ALUMINUM DOOR O �` V) �`--- ANCHOR AND SHIM DOUBLE GLAZED ---- BOTiOM RAIL V w O AS REQ'D J �p 0 Q EXTERIOR DOOR--- - ALUMINUM DOOR PER PLANS AND ✓ _ STILE I BRICK VENEER — METAL THRESHOLD ate. cad, < SCHEDULE 1/4" MAX VERTICAL STEP 2 � SLOPE GONG AWAY ` 1/2" MAX S 4 _X DOOfR J I FROM DO z SLOPED VERT v _ RISE 2.1 MAX SLOPE c, 1 SCALE /z"=I' _ — 0 E TILE FLOOR 0- d 2x WOOD STUDS w 16" O.G. I I II jl II W/s/e" GYP BOARD ON BOTH GLAZED ��I `��L. � 1 �� `� �~. ..� � . � �' _ . • ' . + �-I� � U SIDES (UN.O.) io HDR PERP AN SCALE 11/2"■1'-O" PLANS T14FRE 5�OL D DETAIL � +- CAULK AS REQ'D SCALE I�/z -,?1° FLASHING TO FAGS a °05 " CONCRETE SLAB 1 w Q Z OLLOW METAL DOOR OF FOUNDATION WALL a -- METAL SHIMS AS REQ'D O INT DOOR PE FRAME (HEAD) ALUMINUM VERTICAL ALUM EXPANSION JOINT a. .4 w da nr ` SCH AND PLANSFRAME NCHOR AND SHIM FRAME FILLER a Q a FOUNDATION WALL l� AS REQ'D _ 0 0 w 2x WOOD STUDS 0 l6" O.C. Q W/6/a" GYP BOARD ON BOTH � I I ! /� •�- /� - SIDES (UN.O.) TEMPERED DBL TRIMMERS SCALE 1�/z ■I -m,� CAULK AS REQ D GLAZING 2 —E VT fR� —_._II_4�E 5 14 O LID IDt A L SCALE 14/2"■i'-O" z W I R A I I E E5E I w E ENI G L A Z I N L:F ��---,4NCHOR AND SHIM SCALE 3"■1'-O" AS REQ'D 4LUMINI'M FRAME WITH JI-ll--�1 O 2x WOOD STUDS +a 16" O.C. TEMPERED GLASS W/°}'a" GYP BOARD ON BOTH SIDES (U.N.O.) WCOD SIDING---- DBL TRIMMERS--- .. ,.,---CAULK AS REQ'D PER PLANS OLLOW METAL DOOR GLAZED F A N E L. J r4 I 15 PLYWO SHT'G - FRAME (JAMB) SCALE 11/2"■1'-m" -2x16'E WOOD STUDS 00 "TYVEK" OR\ DG LY C� � INT DOOR PER- ��4NGHOR AND SHIM APPROVED BL AS REQ'D 2x WOOD STUDS 16" O.G. PAPER SCH AND PLANS WAls" GYPBOARD ON BOTH GYP BD PER PLANBACKER ROD t- SIDES l UN.OJ -- SOLID GORE SEALANT DBL TRIMMER DBL TRIMMERS CAULK AS REQ'D METAL DOOR Ix6 WOOD TRIM - --i-iOLLOW METAL DOORl/; I* t /'� �i /� I I CONT BACKER ROD i-L-1l• I V I D 0 O f 1 J f-t�f5 D E T A , J� - AND CAULKING SGgLE 1�/ "■I'-0„ CHOR AND SHIM BRICK VENEER MTL KICK PLATE EA SIDE SEALANT AS 0REQ'DWHERE OCCURS--- -CAULKING AS 5 -----ALUMINUM FRAME WITH --- METAL THRESHOLD ALUMINUM DOOR P'22EDED 1_ A 0 �/4" MAX VERTICAL STEP JAMB TEMPERED GLASS SLOPE LONG AWAY i,s MAX SLOPED VERT SHIM AS NEEDED FROM DOOR' � - 1-�- � RISE 2:1 MAX SLOPE ALUMINUM DODR � � � (1 ---VINYL TILE -A �J G LAZED F A N E J.._ JAI 15 � -- TEMPERED 1 — . CsLAZINCs 1 I SCALE I iii„■i' 7 :. ' ; 4 ' I^ ' ` - - : ~ : LL - 4 -. .4 ---4" CONCRETE SLAB L O55� D OOfR J A�*15 D'E TA I L FLASHING TO FACE' OF FOUNDATION WALL o SCALE 0/2"=1'-0" EXPANSION JOINT — a SHIMS AS REQ'D _ ° 4'0 Ci•rtCiC.® FILLER Q v 4 FOUNDATION WALL DATt— 6/2Fr/(L�3 fi�"f= I C;AL T�4fi2E 5HOL. D DETAIL -- --- _ --- --- B 69th Ave. 0037 -- JOB. NO-- --_. SCALE I�/a"■I'-0" BUP'2003-00379 24 of 34 AUG 12 00"JI A502 H_.... �;w 1 .�.4 :•' ' _ .r. n, , : kl:....,.r.�,s,w.«..�ve._ ;,:.... rllllllfilllllllllllllllllllllirlll ( IIIIIIIIIIIIIII1111111111IIIIIIIIIIIIIIIIIIIillll ! IIIIIIillll NOTICE: IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE Nu.38 9 ORIGINAL DOCUMENT � 8 Z S Z L z e Z Z 7 s(z Z t�Z o 7 e t�IIIllilllllii�lill!II.III II I±II I�III11 I III�IIliliii��llllli1111I 1111111111111111111 IIILIIIIIIIII111111�1I �I1181111[11L i,,IIfI(19II��ITIII111191111 1i11I6 i E�1 �Z t 11111111 IIIIIIII11111111II11►illll�llillll llli�lll� I►1111111III 111 �lll�lll T 1 1Wl I 11ll�IIIIIIIIIIIIiIIlll�ll�Il111J IIII�NII I ,, wv1610N8 �Y WOOD SID IW-3 PER PLANa -- -- \ ) • :- ` -- • PER FLANS ___-- PLYWD SHT'G -- ---- PLYWD SH1"G -- _711 -- - -2xb EXT WOOD STUDS • - - -2xb EXT WOOD STUDS y "TYVEK" OR EQUALLY - - I6" O.C. UN.C. "TYVEK" OR EQUALLY ) + Ib" O.G. U.N.O. APPROVED BLDG APPROVED BLDG �- • • x PAPER - - -- PAPER - �, " GYP BD '} GALVANIZED SHEET 1'2 it GYP BD GALVANIZED SHEET z s4 MTL FLASHING UJ/DRIP MTL FLASHING W/DRIP---- EDGE -HEADER PER PLANS EDGE -----HEADER PER PLANS 8 ai 150 FELT ABV HDR ---- 15" FELT ABV' HDR-- • --• -- , Ix WOOD TRIM -- Ix WOOD TRIM • • �tl '? CONT BACKER ROD _ D2- g CONT BACKER ROD --� �.� � / AND CAULKING ��----- CAULKING AS ANDSEALANT CAULK CAULKING \ -- NEEDED AS SEALANT NEEDED y SHIM AS NEEDED \�-- SNIM AS NEEDED 2IL w Q • — • ix • • . e • __• � F. CARO N, OR y --- �`r.J occuRS L �� Cl FO w c T,� I 2/�a x4/O Y1N�L. r IXEI"7 (2 )3/Q�xlo/O UINT"L FIXED o a FIXED WINDOW BEAD DETAIL FIXED I,UfNI�OI,U �-IE �D D� L � (2 )2/� x 2/� UIN`i'1� FIXED UJ/CENTER MULLION � C SCALE l iz"=1 -0 SCALE 1 z"=1'-0" w f= o w+ ( VIN�L ) ( �fN�I'L � 1"LULLED A5 5�OWN o d � p - GLAZING WOOD SIDINCs "- ) WOOD SIDINC-r --- % O��QU� PER PLANS PER PLANS • V VrL u o PLYWD SNT'G — PLYWD SHt'G --- Q a � • e O � � 2xb EXT WOOD STUDS � -2xb EXT WOOD STUDS �j J Q r m "TYVEK" OR EQUALLY o 1(ri" O.C. U.N.O. "TYVEK" OR EQUALLY ,� g Ib' O.C. Ll.N.O. �Z APPROVED BLDG } APPROVED BLDG - • V) oEo PAPER ) -GYP BD 'SER PLAN PAPER ) -GYP BD PER PLAN • BACKER ROD t / 3ACKER ROD t Q SEALANT -DBL TRIMMER SEALANT —DBL TRIMMER O �O tY C'GfA4 lxb WOOF TRIM-------�- Ixb WOOD TRIM-- • • (L _ • u Q a� CONT BACKER ROD CONT BACKER ROD 2 ? AND CAULKING AND CAULKING SEALANT �/ SEALANT I CAULKING AS Q CAULKING AS VINYL WINDOW ---� NEEDED VINYL WINDOW NEEDED Ff JAMS JAMB SH{M AS NEEDED 51-IIM AS NEEDED VINYL FRAMED VINYL FRAMED 3/0 x 1/� VINYL ,,{{ WINDOW WINDOW AWNING OCCURS QI �I FIXED I,UINDOUJ J �1~'1�3 DET� f �. 3/Oxy/m VINYL FIXEv ��UNINC� � INDOUJ � �41„i�3 ��Tr4I � 0-) �� Uu Oz _ SCALE 11/2"mil-01 SCALE 11/2I -0 ( �Y I I �l**r L 1l I N �. / w • VINYL FRAMED VINYL FRAMED e WINDOW WINDOW O Lu s SHIM AS NEEDED I I SHIM AS NEEDED - HULKING AS ' NEEDED —CAULKING AS VINYL WINDOW— NEEDED 4 SILL VINYL WINDOW SILL SACKER ROD tF4A-.—� -' � • • . � n� SEALANT ASANT - -1/0 X 4/0 �/IN �L '.:BUND 1J_ lxb WOOD TRIM I�! SILL PLATE \-.-SILL PLATE 42 " RAD I U5, �o " LE`:5 cv cn r O ( GYP BD PER PLAN METAL TIE t MORTAR- - GYP SD PER PLAN 1, C 2 )3/0 x 3/0 VINYL AWNING WOOD S I D!NCr-------�� I PER PLANS 1- 2xb EXT WOOD STUDS SCONE VENEER 1 �/ GENTE�? MULLING Q lb" O.G. UN O. PER PLANS -- 2x6 EXT WOOD STUDS • !r• e PLYWD SNT'G - * Ib" O.G. U.N.O. PLYWD SHT'G "TYVEK" OR EQUALLY '� • • _ APPROVED BLDG I �` "TYVEK" OR EQUALLY PAPER APPROVED SLD G - • PAVER NJ r4 UJN I NC UJ I N D O UJ 5 i �_�. D T A I L - - FIXED UJINDOW 5IL.L DETAIL �. SCALE 11/2''al'-0" ( V I N I • e — 1- SCALE I1/2"=1'-®" ( VNTL Fil VINYL FRAMED WINDOIiJ 4/O x 2/3 VINYL ROUND ---SNIM A5 NEEDED 24'' RAD IU5, 4" LEG5 //----CAULKING AS 3/0 x 3/0 VINYL FIXED I I rdEEDED _ ' VINYL WINDO"w- SILL / • • • • • • BACKER ROD • • SEALANT r 23/4" -- -- Ixb WOOD TRIM -SILL PLATE • • -- DFIA UN(D ' -GYP 8D PER PLAN • �� '@ FIXED WOOD SIDING---- ---- _ 1"1 I TIN DETAIL PER PLANS �� --2x6 EXT WOOD STUDS • • - �- • ._ • • _-__ +� 16" O.G. U.N.O. rSCALA ,�caLE 1 , 1 -m _- --- f-4 WN I NL.F 5 I I I I L r�--'t� "TYVEK" OR EQUALLY C • . JOB. NO. APPROVED BLDG - ---- C.J_I _• e • _ --_- —__ PAPER 6Nt/T 0/0 x 3/0 5TEEL FIXED ___--- Ff X D AUG 1 42 " R41) IU5, (o " LEG5 � — - -- 3/4 �40UR FIRE RATINC3 z lou 3 503 SCALE 11i2".r-0" � INL � 2/f!o x 4/0 VIN`t'L. FIXED STEEL FRAt'"IE, WIRED TEMP GL,455 BUP20 3-UU379 BUP200.',-Uti379 25 of 34 ....- _ -. .'oknM4C,a� 1l.MiM'F�' "....-..:.. NOTICE: IF THE PRINT OR TYPE ON ANY f.1 I f I I I l ( l l i IIII 1 1 1 I I I A I I I I I 1 1 1 IIIIIII 1 1111 11 I I1 1111 I l I l f l 1 1 I I I I ICL IIIIIII III III IIIIIII ( I I I II I IIII 11 1( 1 11 1 11 1 IIII 1 11 1 1 1 1 1 1 I I I I l I l i l 111111 I I I I I I I 11111 1 11 I I I I i I I I 1 I li 1 I 2 I 3 I 4 I L- -II 8 - ___--j-�I --I -► 6!. _- .-__�__ 71_..-___ __a..-.-_� yl____._____-10�_-_ _s. IMAGE IS NOT AS CLEAR A,� THIS NOTICE, �- L _ L _.--L —L_.�-- _ - 1 - - -__-- IT IS DUE TO THE QUALITY OF THE _ _ _ N �� ` ORIGINAL_ DOCUMENT E 18Z 8si; LZ sz Qz _ z- Ws Z tz oz 8t et Lill , t gt vt - st -tt it --� t e — e L _ 9-- - — SII I i I � I lulllfllll►Il�lllllll.l�l►Illllll�ll��llllu � II � II� II�Ii III.iI�,,lllllll�lllllllll�llll�llll�llllllil �IIII� �Il�liillllll�lllllllll�lllll III II III IIII III �IIII�IIII�IIIIIIII,�1III III I�IIIIIIIIII�II1�1,I II it III IIII _, 1 —_ 1!/v1610N1b pY j 2x WOOD BLK'G - -- -- e I 1 HOUR FIRE RATED is 48" O.C. a-Is-m� ter'+ NON-RATED — -- - TUB ST (TS) COLUMN ATTIC 5FACE l i -<0" 2 FLOOR 70 FLOOR LL HEIGHT--- --pER STRUCT PLANS i 2x WOOD BLK'G FLOOR TO ROOF TRUSS \ PREMANUF MONO 48 O.C. - -- ROOF TRUSS ---GIRDER �_`- a �✓' m - 1 LAYER 5/8 TYPE X I LAYER 5/8 TYPE TRUSS X GYP BD ALL SIDES I GYP BD ALL SIDES —T— \ METAL CORNER \ GUARDS ALL SIDES METAL CORNER1 �-TUBE STL (TS) COL I _ p g oYA�►ARp (2)LAYERS OF 5/8" TYPE "X' GUARDS ALL SIDES --- - = i'ON. OR ER STRUCT PLANS -- - �' GYP BD (REFER TO MATERIAL t fl V)gR` AND INSTALLATION SPEC) �1-HOUR RATED t�� IC;AL 1 f0U � COL �N MR4f= O� EXTERIOR WALL --- ' SCALE 1-1/2"s1'-0" F �� a) 00 y O (4 0� -----2x WOOD STUCO S o r- �'QNF�FNG ROAM -- --�� O ' a 144OUR COL U1—IN AT Gf R I D .4.0,/C 1/2" GYP BD a: o SCALE 1-1/2 •i -0' , �R C� cn o V r- > U r� 1 LAYER 5/8" TYPE Q.� o (V o 1 - SOUR fRATE D ROOF TRUSS DETAIL ..X.. GYP BD �� m 1/2 GYP BO I _--. U SCALE 1-1/2"=1'-0" 2x WOOD BLK'G "f/8" RESILIENT FURRING 0 48" O.G. W �� CHANNEL � Lei► O I LAYER 5/8" TYPE "X"- �,0 Q GYP BD ALL SIDES Q _ 1 -HOUR EXTERIOR_ CEILING - ---�� TUBE STEEL (TS) COLS �- �� 45REAK /fROOF TRU56 A��5EMBLI PER STRUCT PLANS - ROOM 12x WOOD STUDS, FULL HGT Q DOOR FRAME l2)LAYERS OF 5/8 TYPE "X" GYP BD APPLIED 0 RT ANGLE METAL CORNER FLOOR O FLOOf? CL 2 x WD TRIMMERS- 1-HOUR FIRED TO TRUSSES. BASE LAYER FAF.,TENED W/6d COOLER, BOX OR _, GUARDS ALL SIDES PER PLANS FLOOR TO ROOF- TRUSS RATED OR WALLED NAILS, OR 1-1/4 TYPE W SCREWS 0 24 O.G. 1 5/811YP 11XII CEILING FACE LAYER W/8d OR 1--I/8"TYPE "S" SCREWS 01 2" O.C. FACE MECH GY��'- BD LL SIDES FACE LAYER JOINTS OFFSET 24" FROM BASE LAYER JOINTS INSIDE H E 6 6 I991 U B.0 ROOM - Z �-2 x WD SCUDS 1-I/2" TYPE "G" DRYWALL SCREWS PLACED 2" BACK ON THE TABLE 7.G DRYWALL SCREWS PLACED 2" BACK ON EITHER SIDE OF BATT � , ITEM 21-1.1 FACE LAYER END JOINTS. INSULATION /8" TYPE X" GYP BD E "X" _ Ci GYP BD 1 IHOUR COLU N AT C�f.ID .4.O/ SCALE i-1/2"=1'-0" s ' 2 x WD. STUDS r-.WOOD BASE ?. ��-2 x SOLE PL 1-1/2" LIGHWEIGHT W –FLOOR NON-RATED I 1 HOUR FIRE RATED CONC OVER PLYWOOD —fl I II OFEN TO r SSHT'G PER STRUCT OL z — ATTIC 5P,ACE 11 -(a BELOW F!QST FLOOR 1 1-{OUR RATED WOOS PARTITION - LOAD BEARING g � n FIRE TEST : DESIGN GA 3514 (SCREWS) s: s e e STC . 35-39 SOUND TEST : GtHNG - 246 FT 16 WOOD OPEN U- ee o ., PREMANUF MONO 0_ 4OURRATED C�A5EUJE55ED FLOOR ROOF TRUSS *�- 1 „211-0 TRUSSES SCALE 1-1/2 (2)LAYERS OF 5/8" -j r 2 x WD TRIMMERS DOOR FRAME TYPE "X"GYP BD E ' u PER PLANS \ j 2x4 FLAT STUDS NAILED------ 1 CEILING OVER GIRDER 'TRUSS --GIRD� 6.15"x22 5" G.L. (VERIFY -- IL TRUSS W/STRUG7 DW GS) LLI Lo I 1 -2 x WD STUDS "S(MPSON" NUS FACE---Jf }r- (s) x �/8" TYPE X" NON-RATED ROOF_ ,, Af-�e BELOW 1 LAYER 5/8" TYPE "X" MTV JOIST HANGER I LAYER 5/8" TYPE "X" GYPTRUSS I G'T'P BD \ \ GYP BD E ""N DWGS AND STRUGT GYP BD ALL SIDES BD (3 SIDES) METAL CORNER 2x WOOD STUDS, FULL HGT 2x WD. STUDS /__WOOD BASE GUARDS ALL SIDES v- FLOOR TO FLOOR -� �2 , SOLE RL "SIMPSON" TRUSS HANGER FLOOR t0 ROOF TRUSS r t PER TRUSS MANUF AND -- v FLOOR STRUGT DWGS (2)LAYERS OF 5/8" TYPE "X" GYP BC (REFER TO MATERIAL � -' f"t 0 U R 5 E ,4M AT GR I ED LINE E 1 HOUR RATED WOOD PARTITION - LOAD BEARING AND INSTALLATION SPEC) FIRE TEST : DESIGN U305 (NAILS) - I - SCALE 1_1/2"=1'-0" STC : 30-34 SECTION VIEW SOUND TEST NGC 240410-14-10 - f CAULK AND SEAL AS FIBRE RATED CA�URLKINGD Q Ltl (D - 2 x 4 WD. S1UDS.� WOOD DOOR FRAME (2) LAYERS 5/8" GYP BD I w - - �` BETWEEN NON-RATED ROOF ~ 5/8" GYP BD- EXTERIOR PLYWOOD _ CEILING TRUSSES PERP TO GIRDER ( - i SHT'G (PER STRUCT ' T- (2) LAYERS 1/8" GYP BD TRUSS TUBE STEEL (TS) COLUMN DWGS) -j 2 x 4WD. RUNNER O PER STRUGT PLANS FORMED TO RADIUS MTL CORNER---- EACH SIDE �'�----2 x 4 WD. STUDS GUARD (TYP) ( � L AT ib" O.C. TUBE STEEL (TS) COLUMN to GYP BTpPE X ,\ - _ _DISPLAY CABINET' / 1'5�- = PER STRUCT PLANS SEALANT BOTH SIDES W PLATFORM I -2 x 4 WD. 2 x 4 WD. R1INNER STUDS r WOOD BASE �l AT 16" O.C. GIRDER- TRUSS - y r / 2x WOOD FLAT STU STAGERRED 2x4 WOOD = FLOOR NAILED TO GIRDER "SI ON" HANGER STUDS 24" O.G. ON 2x6 \ �9 D�tAu�N TRUSS PF BUSS M.�,*!'�� 0 SILL t TOP PLATES `----(2,LAYER5 5/8" TYPE _ _- ---- �, ux" GYP BD �► -� I HOUR RATED WOOD PARTITION - LOAD BEARING PREMANUFACTURED FLAT f —2x6 WOOD STUD DATE ba-2rbpTEUT19 GN U305 (NAILS) P��N �:� � ED „ Ex,64-8 WANGRS PER STRUG GYP BD DWGS EDGE - OF FOUNDATION 6GALt HOLD TS COLUMN I" FROM EDGE OF � JOD. NO. ---- FOUNDATION WALL 'y 2 1 - + 4OUR WALL 455EM5L - 1- 144OUR RATEDf'OOF TRU55 DETAIL SCALE 3/4"=t'-0" -^ SCALE 1-1/2"=I'-0" 1440LUR GOL-U1 IN AT I D 4.0/G 1 - 4;- F05T IN UJ74LL GfRI D 5.0/C SCALE 1-1/2 =1 -0 SCALE 1-1/2 '01 -0" A601 r 69th Ave. 12665 AUG IC?(l? BUP2003-UO379 26 of 34 NOTICE: IF THE PRINT OR 'TYPE ON ANY 1-I_1I1_I1l -11t1 IMAGE IS NOT AS CLEAR AS THIS NOTICE, �0 1I-1j1l 1I1I11I11I 11I1I1I 1I 1I11I 1�1 + d � . IT IS DUE TO THE OUALITY OF THE No.36 j0 "f=^."'•• / ORIGINAL DOCUMENT I�E 8(Z 8 Z L Z 9 Z I S�Z 9 i1 4 t 6 i S t Z t I t t t e R G 9 9 fi Z111IIle. � TIIlillllllllll -- — � _—.--- -- ^ _RltVIbIONb NY �� __. 14 7 ,!4 1/16• 2 1/2' STD. --- - --- - G 1 1/2' SQ. 1 1/2' X 1/4' 11 GA, TUBE POST - FORMED ANGLE MAX. 4'-0' O.C. \ / - { C BRACKET CAPPED TOP & BOTTOML3' SECTI❑N 'G-Q' D A MIN. r SECTION 'c-c' 1/8 — 1/2 00 OFF-SET BRACKET CONDITION "ZF-1" W WAP T. YAGARO y F CROSSOVER C❑NDITI❑N "C-1" '` „ H , OR " K BENDS 1 2 - OF k L / SPLICE RING >/ rJ HALF TREAD PLUS Q/ > 3/4' I - - � o L Z c- m zo c ooh / L � � = _� 0) E - 1 v 0 N 1/8 1 1/2 VARIES 370 SHIPS LADDER y � CL cr SECTION 'K-K' �c \ E / , 11,11 pIMENSION 2411 G � y m -'� `o I/8 I I/2 STRINGER 0 3/16 1 1/2 -6 �E TfRACT45L E �0 REFER TO DETAILS j o I O i ZE-1 & ZE-2 FOR � 1 1/2' x 1/4' RETURN RAIL LADDEfR DETAIL O co C N 'D-D' �� „ FORMED ANGLE CONDITI❑NS loci-, r CnQ P0S7 CUNDITILIN ZD-1 BRACKET, SUPPLIED 0 q LOOSE - TO BE 1 1/2 O.D. Q FIELDWELDED TO 14 GA. TUBE 0 .= CROSSOVER CONDITI❑N i� "C-2" RAIL STRANDS & TYP. COMMON MEETING PINTS STRINGER RAILING DETAIL REFER TO DETAIL a' a2 � SECTION '_-L' ZD-1 FOR POST CONDITION 2 STAN RAIL INILI 12 JI DET�IiL � REFER TO -- w DETAILS fL 3 a 3 // \ ZC-1, ZC-2, FOR \J / CROSSOVER Z al CONDITIONS 1 1 - RAIL HEIGHT AND STRAND SPACING \ '"- TYPICAL NOT El ADJUSTED TO MEET THE GOVERNING ALl_ RETURN POSTS ARECODE AUTHORITY Q� 4 9' 3'-6' MAX. 9• 1 1,2• FACTORY ATTACHED TO BETWEEN POSTS L. RETURN RAIL SECTION — \Q 16• WHEN POSSIBLE, J_J_j 1 112' CL, a 1/4' x 1 1/2' — O r!i� FORMED BRACKET a o W FIELDWELD TO POST ti •I W caE(QUVA ` REFER TO DETAILS ` }v /- � `` 1/ 3/S" PLATE 3 " X ro " - zA-1, & zA-2 Cn FOR STARTER J 5OL T TO CONCRETE W I T4 CONDITIONS �y F.F. - \\ (2 ) E�/S" DIS,, X41 LT I EXP. BOLTS _ _ REFER TO DETAIL ZF-1 *_ T-11 FOR OFF-SE- T W UNI :IDT H 'rl, \�� BRACKET DE . .'.1L -ter /16 1 1/ TYP. SECTION 'J-J' SECTION B - B B B A RETURN RAIL_ C❑NDITI❑N "ZE-r" ALTERNATE 12' SIDES PER 1/8 3/4 STRAND 2 STAIR RAIL, INCS ELEV �) (� TYP. TYP. to-- 11/2" MIN. �-- �r ` 1/8 i I -- 1 1/211 MIN. \ o 1 1/2" O.D. 14 GA. 12" ONE STEEL TUBE RAIL - 1 1/2" MIN. JI TREAD V � r p�. W STANDING RAIL RETURNS FACTORY ATTACHED 1 1/2" O.D. 14 GA. SHOP COPED BRACKET STEEL TUBE R,41L TYP. T • Dt / 111 Q A FASTEN BRACKET TO PARTITION TYP, FOR WALLS WITH M 14 TEK SCREWS, FACTORY ATTACHED INTERMEDIATE 3/8" x 3" TOGGLE BOLTS OR / BRACKET o \1• RETURN RAIL 3/8" LAG SCREWS STRANDS WOOD I3LK'G BOLT BRACKET t0 CONC. Q 611 ( REFER TO SHEET 23-2 AS REQ'D f OR SOLID CMU WALLS 1„ FOR SECTION 'A-A' > W/ 3/8" DIA. EXP. BOLT TYPICAL N❑TES AND WEW l_DIN�i OR 3/8" DIA. SLEEVE ANCHOR (� a I GA. STEEL STAMPED WALL RAIL BRACKET I GA. STEEL STAMPED WALL RAIL BRACKET Q ------- NOTE DAY— CONNECTION L)ETAIL FOR PARTITION AND$T�.lp WALLS NNECTIONE� TAIL FQR CONCRETE OR C.M.U. WALLS Wall rail :o flat off For 12 unleos other- FF' wise noted on stair plans or elevations. _ &TAIR FAILING DETAIL �44ND �'AIL _ t%*10L�NTINC _ --- --- DETAIL. 69th Ave. 12665 NO. SCALE 11/s" 1'-O1UJ,4LL } IU A � � / BUP2003-00379 �pT, 27 of 34 Y 1I AUG n z uA602 3 i r i I I i I I I I I t I r I I I It I I r r r I I NOTICE. IF THE PRINT OR TYPE ON ANY �C� 11 I + I I � I I ' I � I I � I I I I r1 rl l lr rr l l l l 1111 I I I I I I I I I I. I I I I I I I VII V I I I(III(111(f l l 1111111 VIII 1 111111 Jill I III 111 11 I I 1 Jill I 111 j l I L I I I _ IMAGE IS NOT AS CLEAR AS THIS NOTICE 1 I �( I I 4 I I f I I 1 1� L_ .__ � -. _ 5L �� _ 7 812 IT IS DUE TO THE QUALITY OF THE No.38 ORIGINAL DOCUMENT _ - -- -_ -- ------ --- - --- --- ------ - 1 R._ E +I 6!!Z 8�Z T,�111111,til Zj'7i S� �1Z O(Z6fi BI Lt 9i T1111111111111 i ZT it I'tiIIIIJ ►i�"�i ! II�I�I •I IIr1� ill I .�u1r1 IIIIIIIIIIIII� II �II�IIIIII�IIIIIIIIIIIIIIIIIII I �I I III I,�� I �� VIII ! III! II IIIlII�IIIIIIIIII IIII�IIII IIII�IIII IIIUIILIIN ull III1I I II'IITI'I '�II I,11 II 11�I��1I III IIIT I IIIII+III�III(II II I I I 1 I I I I►111 11 I I�134 `4�L113.14141�J.L41. WL4WJJ.LLI,�LI�I I I( WJML 9 ,y NZ/VI�ION� �Y } 1 1n• NO-I'D NO CAULKING IS REQUIRED ON FIRE MAX--_ – EXTEND GyYP BD �" ABOVE DAMPERS ❑R FIFE DAMPER RETAINING ANGLES ------ SUSPENDED CEILING (UN.O.� (A) CAULKING ---------- -_ _ lC) CB) NOTE: -- ---__ II/z"m O.D. STL PIPE POST OST OR CHANNEL 12 GA BRACE WIRE *� 45• TIED (A) CAULKING PROVIDE 2x4 BRAG( G � HANDRAIL DUCT MAY ATTACH FASTENED TO STRUCT AT 2000 TO MAIN TEE WITHIN 2" OF GR055 TO SLEEVE OR PULL-CUT, 12'-0" O.C. EA WAY TEE: 12'-0" O.C. EA WAY. &'-0" AT 48" O.G. iUN.O.> HEIGHT AFF. CE> DAMPER �'-0" MAX, FROM WALL -- �, FROM WALL MAX-- ,. StL BRAGKE � y BOTTOM _ OF TJI JOISTS L_5U5f=r-_NDEDEL OUSTIGAL I"m PIPE BRACKET SLOT TO FIT OVER SUPPORT ----2x4 WOOD EXTENDED \/ 12 GA BRACE_ WIRE— TO UNDERSIDE OF STRUCTURE ---2"a STL PIPE (C) IV 4'-0" O.C. FROM NEWEL- .- A �f yMAIN TEE HEIGHT AFF.E5 STL BRA ET SECURED TOCU� (SEE pC� CHECKERED STL -- .77 TREAD r �- STRINGER W1i12" 0 LAG BOLTS t0 2X STRINGER 03 0 i (F) -� - j -_,f - CORNER BEAD F. CARO y { MAIN TEE------// - ---GYP BOARD tjl OR AC;OU5TIGAL CEILING ?; DUCT ` s'-W 0Z.(MAX) PANELS � - LANDING OR STAIR STRINGER (2) 2X STRINGER 'f d I - C)5U5" 'ENDED CEILING DETA CEILING TfRANSITION DETAIL o> SCALE 7oSALE 3"■1'-0" 44DfL DETAIL n r(G) \ 6" MAX. (TYPICAL) SCALE 1"=1'-0" _ o a' EAC �U- G SIDE O a) � U (D N UNDERSIDE OF FLOOR 0 _ I —CONT SPACER EAR LOCKED OR TRUSSES -`0- c rn VERTICAL POSITION IS 5HOWNt HORIZONTAL INSTALLATION IS SIMILAR - MAX 4-�'•°�'('"`"`) TO ALL COMPONENTS ON � ,v� � � Ln FOLLOW INSTf-ELATION INSTRUCTION FOR FUSIBLE LINK5 UNATTACHED WALLS II 1/2 �0J MAX Q o a) UNDERSIDE OF MAX �+J o > � o STRUCTURE — — — 2x WOOD JOISTS O.C. - --- 11la" PLYWD OR 11/2" z S: -SEE PLAN FCR - Com, 4 PREFORMED TREADS NOTES: WALL TYPE I. FIRE DAMPER SLEEVE CLEARANCE WITHIN WALL OPENING. MAIN RUNNER --RADIUS * �� CLEARANCE REQUIREMENTS FOR DAMPER SLEEVES WITHIN A WALL. OPENING OR CROSS TEE 12 GA CEILINCz HGT� r NO�+ING �0 0 Q IS BASED CIN 1/8 INCH PER FOOT 0_'R_TED L'TH (OR HEIGHT)UNLESS WIRE 2x LEDGER—_-, (SEE PLPLAN) 0 ed OTHERWISE STAIN THE LISTING OF THE ASSEMBLY. THE SLEEVE WOOD FILLER MAY REST ON THE BOTTOM OF THE OPENING, AND NEED NOT BE CENTERED. / 2x NAILER --�,INDER NOSING (FRACTIONAL DIMENSIONS SHALL BE TAKEN AS THE NEXT LARIGEST WHOLE FOOT). ' 2x 13LK'GI" PLYWD RISER Q EXAMPLE: A 30 INCH X 24 INCH FFHG FIRE CAMPER SLEEVE IS INSTALLED SOIT T -2x14 STRINGER N '� IN A WALL OPENING. THE OPENING SHALL BE 30-3/8 INCHES WIDE (1/8 (3) MIN N .. .... . . ... . .. . . .. A INCH X 3 FEET) BY 24-1/2 INCHES HIGH (1/8 INCH X 2 FEET.) USPENDED ACOUSTICAL (SEE PL [L Q CEILING PANELS THE SLEEVE IS RETAINED IN THE WALL OPENING BY THE USE OF STEEL / 5�a" GYPSUM BOARD RETAINING THE EDGE OF THE FRAMING WALL ANGLE dY A MINIMI,?'1 OF ONE (I) INCH OVER AND BEYOND ALL MATER!AL IN THE —2x WOOD JOISTS WOULD BE 1-5/8 INCHES (GOOD PRAGrICE CALLS FOR AN ADDITIONAL SAFETY ANG. THIS Y1EAN5 THAT THE MMIf"'I" WIDTH OF THE RETAINING ANGLE PPGSITE ADJACENT WALLS — I(o" O.C. FACTOR BY MAKING THE ANGLE IN THIS CASE 1-1/2 INCHES WIDE-) (PROVIDE 112" SPACE W/NO POP RIVETS 2x NAILER THE DIMENSIONS REQUIRED FOR THE OPENING SHALL BE THOSE REMAINING - z AFTER THE OPENING WAS BEEN FRAMED AND FIRE RESISTIVE MATERIALS C f f NCS ENID WALL 1� i C �'i� J� C; I �. f NCS��O I D PROVIDED OPENING REQUIRED. THE FIRE RESISTIVE MATERIAL( SHALL !3E EQUAL TO THE REQUIREMENTS FOR FIRE RESISTIVE MATERIALS USED IN THE CONSTRUCTED WALL SO THAT A CONTINUOUS RATING EXISTS AT THEO WALL PENETRATION SCALE 3"=1'-0" SCALE 3"■1'-0" TFE AF,) /1R1 5E fR D E "S A I 0& 2 SCALE 11/2„=1'-0' 2. MANUFACTURERS' INSTALLATION DETAILS f- `- '''"' II THE FIRE DAMPER MANUFACTURERS' INSTALLATION DETAILS AND l. I u INSTRUCTIONS AS TESTED AND APPROVED BY UL MUST BE USEDty 0 IN LIEU OF THE ABOVE DETAILS WHERE APPLICAF .�. M tZ TE q -A O PROVIDE A COPY OF THE 1'1ANUFACrI1RER1S INSTALLATION INSTRUCTIONS AT THE NRS INSPECTION. w _ Lu � (� FIRE AND FIRE/SMOKE DAMPER - TYPICAL INSTALLATION DETAILS (A) RETAINING ANGLES: srm � - MINIMUM 1-1/2 X 1-1/2 X 0 54 (16 GAJ "`/'t/rSMCKt rspgr �( RETAINING ANGLES MUST LAP STRUCTURAL OPENING \ / � / P MINIMUM AND COVER CORNERS OF OPENINGS. t Ottir N (B) CLEARANCE: 1/8" PER LINEAR FOOT I ' SM! PPE SEr (p BOTH DIMENSIONS (SEE NOTE i BELOW) y Vm PARNIM (C) STEEL SLEEVE: GAGS= AS REQUIRED BY Q MANL,,-ACTURER'I INSTRUCTIa IS. -i'_6 (D) APPROVED FIRE DAMPER (CURTAIN OR � C�JIPJ � �' BLADE TYPE) (E) SECURE RETAINING ANGLES TO SLEEVE ONLY ON 8" CENTERS WITH: GATE POST DETAIL CANE BQ LT DETAIL — FLuouRFscENT TUBE 1. 1/2° LONG WELDS OR LIGHTING FIXTURE r 2. 1/4" BOLTS AND NUTS, OR O NOTE,� 3. NO. 10 STEEL ,SCREWSOR i r Opp am NNS. 1. GATES TO BE PAINTED TO MATCH BUILDING 34"x9i.�"x!'Z" PARABOLIC 4. MINIMUM 3/16' STEEL RIVETS am ACCENT FEATURES. lF) SECURE DAMPER TO SLEEVE CN 8" CENTERS El LOUVER, SEMI-SPECULAR, WITH: 2. DESIGN, ENGINEERING AND CONSTRUCTION NOT 1. I/2" LONG WELDS, OR O SPECIFICALLY NOTED SHALL BE IN ACCORDANCE WITH O CHROME FINISH 2. 1/4" BOLTS AND NUTS M HOLES PROVIDED, OR ACCEPTED INDUSTRY STANDARDS & OF FIRST QUALITY. 3. NO. 10 STEEL SCREWS, OR / 4. MINIMUM 3/16" STEEL RIVETS (G) CONNECT DUCT TO SLEEVE AS REQUIRED BY - THE MANUFACTURER (H) INSTALL ACCESS DOOR OR PANEL FOR SERVICE -AMOK- AND INSPECTION. DOOR MUST BE LARGE ENOUGH `p'�kvmh ✓Y Hm TO CHANGE LINK. OA = FR, IDETAIL o o 3DSCALE -5t*"010<E /F1fRE I SCALE I"=1'-0" o � o ------.-.-- — --- � ill --- — — — \ 2 1/2"' CROWN MOLDING 5" CROWN MOLDING vl� LIGHTINe. FIXTURE •• • 8'-��' 4. LOW VOLTAGE GN/riC�D AFF LIGHTING FIXTURE FIELD VERIFY WIDTH AND CEF'TH - -- Dr4Ti 6-26-03 fRE G�_/�TE DETAIL SCALE 3".►'-0rr SCALE NOT TO SCALE 69th Ave. 12665 e*4=T ---- BIJ P2003-00379 28 of 34 JG A603 — XapKa .w wr.. "S +wt xr aeasn rn K uta x: Y4 q� ;nyperal�agnq.,a>rryur . <-. ,. iRSln^Si 'NhB.plaY +FIf�WWtlh.rY wr8xx .. M. ,'. .n'nwn•.... . n 9 �, _ . _.,..,..w. .,,.x•,.nrv.,,r _. .. �9i11(yN '� „ ... ... ,, - ,py.rywy :- .'M!Yi+w �rti#w,w?• r ' NOTICE: IF THE PRINT OR TYPE ON ANY rlrIIi1111 ! il III III III I I III 111 III I 1 111 III 11rr�rilr Ilf 1111 1111 111 III Ilf fll I�I II1 I I III III III III Ili Ill III i I III IiI 1111111 iII III Ili(III III III IIIII 'I , i , il ' I � If I � III � IIi � I ISI ► � IIII � I � � ► II � I � IIi i � 1i IMAGE IS NOT AS CLEAR AS THIS NOTICES I---- _. .__. 11 ---- -- - 1 -- ---- I - - 1- - - -- L- - - 6 �_ L---- g� �L - IU�---.�- — 1.� c24 IT IS DUE TO THE QUALITY OF THE �I - - - ---- - - - ------ - - - - -- ---- ' - -- --- - _ - _ --- -- lll-li11lWlILl No.38 ORIGINAL DOCUMENT 6111IIIII __ EtiiZ L9t IIII IIiI1 �IiilIII I .IIi1111I �S, II3IIII iIl111I 61111113lll1114 I E1>p.�MT•L-I��«u TI-I-�II-�I�N-�-■I,I z� :k I F STRUCTURAL GENERAL NOTES: SHEAR WALL SCHEDULE PER 1997 UBC $ V1E+ED 11/15/02 SPECIAL INSPECTION PROGRAMVISED II115/02 MARK ° PANEL FASTENERS s PANEL INTER REMARKS ALLOWABLE CODE_ TYPE EDGES STUDS SHEAR EST. PER 1991 UBC. CHAPTER 11 a a. a (L M'31 UNIFORM BUILDING CODE ��a" GWb 5d COOLER OR 200 PLF WIND CONTINUOUS PERIODIC COMMENTS= GWBI 1" O.C, 1" O.C. UNBLOCKED ITEM EACH SIDE I-�a" WALLBOARD 100 PLF SEISMIC (3) i 3) %" am Sd�COOLER OR TIt O.0 LOAD: Gwtg? . 1" O.G. UNBLOCKED 230 PLF WIND _ EACH SIDE I- WALLBOARD 115 PLF SEISMIC - - •n ROOF 4 FLOOR DEAD: 15 PSF ,SpA. 8d CION -' -" GRADING, EXCAVATION i FILL BY GEOTECH, ENGINEER � STD 6" O.C. 12" O.C. 260 PLF -- - - $NOW: 25 PSF RATED PANEL NAILS s _ FINAL FOUNDATION PREPARATION @1" GEOTECH. ENGINEER FLOOR LIVE: 50 PSr= A �" APA- 8d COMMON - SEISMIC. ZONE 3, Z■.3, Ce-,3W, 1.1.0, R■5.5 RATED PANEL NAILS 4 O.G. 12 Q.G. 380 PLF CONCRETE: - O WIND: 80 TPN EXPOSURE B --- - " APA- Sd COMMON - ---- ALLOWABLE SOIL BEARING: 1,500 F-V B F 3" O.G. 12" O.G. 490 PLF EPDXY ANCHOR PLACEMENT X RATED PANEL N405 -- `U �-' ANCHOR BOLTS AND INSERTS X z WOOD: 0 RATED PANEL NAILS ADJOINSOLIDING PANELS ~' H -� w - - 1 ARA. bd COMMON 2 O.C. 1? O.C. 640 PLF S OP�LQ�N� __ � I. ALL NAILS MAY BE BOX NAILS (SINKERS) EXCEPT 46 NOTED. ' APA- Sd COMMON SOLID 3x MAT. • SINGLE PASS FILLET WELDS< 5/16 _ UJI � D RATED PANEL 3" O.C. b" U.C. 980 PLF -- --- - " X_ REF. NOTE 4 � 010 U Q EA. SIDE NAILS ADJOINING PANELS FIELD WELDING: 2. ALL NAILING TO BE IPJ ACCORDANCE WITH UNIFORM PIIILDING CODE TABLE 23-1-0 UNLESS NOTED -~ - --' a OTHERWISE. %" APA- 8d COMMONSOLID 3x MAT. * SINGLE PASS FILLET WELDS<5/16" - X REF. NOTE 4�~ E RATED PANEL NAILS 2" U.C. 6" O.C. ADJOINING PANELS 1280 PLF -- '�' o EA. SIDE 3. ALL FRAMING HARDWARE TO BE SIMPSON STRONG-TIE 13RAND OR EQUIVALENT SPECIFICALLY - --- PROGRAM F�OTIV®TES: �w4 z ' APP��OVED BY ENcsINEER. I0d COMMON „ „ ,� ^ � cX � � ry /lfi APA- SOLID 3x MAT. d- Z �� Of a F RATED PANEL NAILS 2 O.C. b O.C. ADJOINING PANELS 1140 PLF I. THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH UBC CHAPTER 11 BY � •_s EA. SIDE A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHEC TESTING AGENCY. FOR MATER'AL ' 4. LUMBER: ��,�� o S, � -ALL SOLID SAWN LUMBER GRADES TO BE DM OR BETTER SHEAR Y.'ALL NOTES: SAMPLi 16 AND TESTING REQUIREMENTS, REFER TO THE MATERIAL SAMPLING AND TESTING SECTION, r� -- !2 THE PROJE:T SPECIFICATIONS AND THE SPECIFIC GENERAL NOTES SECTIONS, THE TESTING AGENCY n. -ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO BE PRESSURE TREATED, X -ALL GLULLAM BEAMS TO BE 24F-V4 DF UNLESS NOTED OTHERWISE. THE STATE OF WASHINGTON REQUIRES SOLID 3x MATERIAL e ADJOINING PANEL EDGES AND MUD SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE w -ALL LVL LUMBER 6kALL BE 1.9E WS MICROLLAM LVL OR EQUIVALENT. SILL$, ARCHITECT, ENG!NEER, CONTRACTOR AND BUILDING OFFICIAL. ANY MATERIALS WHICH FAIL TO MEE i -ALL PSL LUMBER SHALL BE 2.0E WS PARALLAM PSL OR EQUIVALENT. THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE 5ROUG 1ST TO THE A'T'TENTION OF THE I, THE LETTER IN THE TOP HALF OF THE DIAMOND ON THE FLOOR PLANS SPECIFIES THE TYPE OF ARCHITECT. SPECIAL TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DEIGN V OL W A� ' GOMPONENrS. a � � 4 ' 3. DRILL BOLT HOLES i/16 INCH OVERSIZE EXCEPT WHERE NOTED LARGER SHEAR. w � O ( m 1 2. SPECIAL INSPECTION 15 NOT REQUIRED FOR WORK PERFORMED BY AN APPROVED FABRICATOFI > z I Q b. ROOF SHEATHING: USE 1/I6" EXPOSURE i, C-D (APA 24/0) PLYWOOD, 1/2" 2-M-W ROOF SHEATHING: ?. UNLESS OTHERWISE NOTED, ALL SHEAR WALL FRAMING TO BE 16" O.C. MAXIMUM. PER UBC SECTION 1101.1, � d) USE 1116" EXPOSURE 1, C-D (APA 24/0) PLY'WOCD, '/a" 2-M-W OR 2-M-3 OR 2-M-3 MEMBERS AND END 3. CONTINUOS SPECIAL INSPECTION MEANS TWAT THE SPECIAL INSPECTOR IS ON THE SITE AT ALL JOINTS STAGGERED. USE 8d COMMON NAILS A 6" O,C:. AT PANEL EDGES AND 12" O.0 IN THE FIELD 3. UNLESS OTHERWISE I+dOTED, DE51GNATED SHEAR WALLS ARE TO BE BLOCKED AT ALL PANEL TIMES OBSERVING THE WORK REQUIRING SPECIAL IN.APEGTION (UBC 1101b.1). PERIODIC SPECIAL ' UNLESS OTHERWiSF NOTED. FOGES AND SHEATHING IS TO EXTEND FIRM BOTTOM PLATE TO TOP PLATE, INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO in CONFIRM THAT ALL WORK REQUIRING SPECIAL INSPECTION 15 IN COMPLIANCE. 1. FLOOR SHEATHING: USE bla" C-D (APA 32/16) PLYWOOD OR APPROVED EQUIVALENT. LONG 4. WHERE SPECIFIED SMEAR WALLS REST ON FLOORS, THE BOTTOM PLATE 15 TO BE FASTENED TOA 4. ALL WELDS SHALL BE VISUALLY INSPECTED. W DIMENSION SHALL BE PERPENDICULAR TO FRAMING MEMBERS AND END JOINTS STAGGERED. USE lod FLOOR JOIST OR BLOCKING BELOW THE FLOOR SHEATHING WITH Ibd NAILS 9 4" O.G, STAGGERED, 5. ALL COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY OR BY USING ANOTHER pw 4c COMMON NAILS ® 6" O.C. AT PANEL EDGES AND 12" O.C. IN THE FIELD UNLESS OTHERWISE NOTED. APPROVED METHOD. W Q Q ED 5. Sd GALVANIZED BOX NAILS MAY BE SUBSTITUTED FOR 8d COMMON NAILS. 6. PERIODIC SPECIAL INSPECTION 1$ aILY REQUIRED FOR WELDING. OF ASTM A 106 REINFORCING z z w z 0 FOUNDATION' STEEL NOT GREATER THAN No. 5 USED FOR EMBEDMENTS PR(i'viDED THE MATERIALS, WLu O 4 a w d ?' 6. UNLE35 OTHERWISE NOTED, ANCHOR BOLTS FOR "GWBI", "GW52% AND "STD" SCHEDULE WALLS ARE QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS ARE VERIFIED PRIOR TO THE START OF .t J u- 1. FO0TINGS TO BEAR ON NATURAL UND15TURBED SOIL FREE OF ORGANIC MATTER OR ENGINEERED TO BE 112" ♦ ANCHOR BOLTS 6 48" O.G. W/ 1" EMBEDMENT AND A 2x MUD SILL. FOR "A', "B", "C", "©", WOW, PERIODIC TO INSPECTIONARE MADE OF WORK IN PRCGRE$$ AND A VISUAL INSPEG TION OF U U z ct) U FILL. "E" SCHEDULE WALLS, SEE THE TABLE BELOW FOR MAXIMUM SPACING OF BOLTS EMBEDDED 1", ALL WELDS IS TO BE MADE PRIOR TO SHIPMENT OF SHOP WELDING. i. CONTRACTORS WORK MUST BE INSPECTED BY ARCHITECT/ENGINEER OR BY HIRED CONSULT 4NT 2. BOTTOM OF FOOTINGS `O BE A MINIMUM OF IS" BELOW UNDISTURBED GRADE. PRIOR TO INSPECTION PERFORMED BY BUILDING INSPECTOR ARCHITECT/ ENGINEER/CONSULTANT ANCHOR BOLT SCHEDULE: MUST SUBMIT REPORT OF INSPECTION PRIOR TO INSPECTION PERFORMED BY BUILDING INSPECTOR. CONCRETE: 8. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS IF THE MATERIAL USED -- N CLNSTRUCTION TOOK PLACE ON SITE. CONTINUOUS INSPECTION WILL NOT BE REQUIRED DURING 1. MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI FOR SLABS, FOOTINGS AND WALLS, A ' ' G D E PREFABRICATION IF 'i'HE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. 2. (2500 PSI USED IN DESIGN, THEREFORE NO INSPECTION IS REQUIRED) X12" 30" O.C. 24" Q.G. IS' O.G. 12' O.G 9" O.G. 44" O.C. 34" O.C. 26" O.C. 16" J.C. 12" O.G, W REINFORCING: SQ° 60' O,C, 46" O.C. 36° ac, 24" O.C. 19° JOC J 1. GRADE. -. a: D A, DEFORMED BARS ASTM A615,GRADE 60. Z ® 0 B. WELDED WIRE FABRIC PER ASTM A185. Z w 2. DaBENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS AND INTERSECTIONS. HOLDOWN SCHEDULE (PER SIMPSON CATALOG) REVISED 2/24/03 EPDXY ANCHORS ® 10 � a: - MARK HOLDOUN ALLOWABLE F 3, SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE. AStENERS MIN. SIZE FASTENERS TWE FOLLOWING OPTIONS MAY BE USED IN HOLDOW+I TYPE ANCHOR TYPE EMBECDMENT D C ' CAPACITY CONNECTION TO MEMBER / CONNECTION TO PLACE OF THE CAST-IN-PLACE ANCHORS5/8" 0 ASTM A36 4, CLEAR CONCRETE COVERAGES AS FOLLOUb-: IN POUNDS FRAMING MEMBER BEARING LENGTH FOUNDATION SPECIFIED ON THE HOLDOWN SCHEDULE, 1- LTT208 THREADED ROD A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH---3" "" NONE REQ'D USE SIMPSON SET EPDXY ADHESIVE OR g. NtTl6 5/8" ♦ ASTM A36 B. EXPOSED TO EARTH OR WEATHER - 8" Tp823 8180 UPPER EQ. INSTALL PER MANUFACTURERS THREADED ROD 1 1/8 OR 1-I/4 4 ASTM SPECIAL '6 OR LARGER-- -?" .4?80 MAIN A301 STEEL THREADED SPEC117ICATIONS. NOTE THAT 5/8" ♦ ASTM A36 9- NTT22 THREADED ROD 10' uj -- -------------------------- ROD W/ 32" EMBEDMENT INSPECTIONS ARE REQUIRED TO °5 OR SMALLER------------------------------------------li�a�� TD525 20940 UPPERLL ., ALL OTHERS PER LATEST EDITION OF AGI 318 ? ?6500 MAIN CHAPTER 11 OF THE 1991 UBC. 10- PH06-S063 1/8' 0 ASTM A36 10' Lu ("'_ SEE DETAIL TDS/S6 THREADED ROD LL. 5. LAP LENGTHS ARE AS FOLLOWS (EXCEPT AS NOTED). 3 M57`31 1905 (20) I6d (2) 2x4 II- PHDB SDS3 1/8' 0 ASTM A36 1211 > 0 .......................... ..............................20 z THREADED ROD '5'5 --------------------------------------------------------2411 4 MST48 3135 (3?) tbd (2)?x4 12A- 1/8" 0 ASTM A36 _ 128- HDSA 1411 "------------------------------------------------------?8" 5 MST60 4185 (48) Ibd (2)2x4 12G- THREADED ROD " 6 MST 12 5800 (56) Ibd (2)2x4 113A- NNNNNN 38- ND10A METALS 1/8 1 LTT20B 1150 (10) 16d (2)2x4 °SSTB16 OR $/8" J-BOLT Tf-1FEADED ROD IS" � y I. 51 EEL BEAMS AND ALL MISCELLANEOUS STRUCTURAL STEEL TO BE ASTM A36, Fy=36 KSI, UNLESS 13. - L!J (� NOTED O'T'HERWISE. 8 HTTI6 3480 (18) I6d (2)2x4 SSTBI6 OR 5/8" J-BOLT 14A- H0I4A 1 0 ASTM A36 D ?5" ? 9 NTT?? 5250 (32) Ibd SINKERS (2)2x4 °vSTB24 148- HD15 THREADED ROD z ?. TUBES TO BE ASTM A500, Fy:4E KSI_ PIPES ASTM A50I, Fy:.+6 KSI. V 10 PHD6-SD53 5860 (IS) 505 1/4X3 WOOD SCREWS (2) 2x4 SSTB28 - SINGLE POUR LV Co D 3. BOL TS TO BE ASTM A301, UNLESS NOTED OTHERWISE. 9STB34 - DOUBLE POUR �- 11 PHDB-SDS3 6130 (24)SD$ 14X3 WOOD SCREWS (2)2x4 g5TB28 81NrsLE POUR 4. WELDING TO BE BY CERTIFIED WELDERS USING E10XX ELECTRODES IN ACCORDANCE WITH AWS STANDARDS. SSTB34 • DOUBLE POUR �.... 12A 6465 3 5ST526 - SINGLE POUR co 5. ALL £TEFL TO HAVE A SHOP COAT, 12C HDBA m (3) ip' 0 A301 BOLTS 5 1 211 6ST534 - DOUBLE POUR 6i 6. STEEL FABRICATOR TO SUBMIT SHOP DRAWINGS TO A/E FOR REVIEW PRIOR TO FAMLATION, 13A 8310 13B INDICA 9540 (4)-1*-- 0 A301 BOLTS 31/2-1SSTB28 - SINGLE POUR S°�TB34 - DOUBLE POUR F- 130 99x0 511211 U 1. STEEL WASHERS TO BE USED AT ALL BOLTED CONNECTIONS. w 1-1/4"0 ASTM A301 -� l3. ALL ADFlESIVE ANCHORS TO BE ASTM A36 STEEL THREADEDROD W/ Olr 14 WD15 153©5 (5) IN 0 A301 BOLTS 6x6 STEEL THREADED ROD 51MPS "SET" OR "ET" W/ 28" EMBEDMENT EPDXY ADHESIVE OR EQUIVALENT INSTALLED ACCORDING ice? !MANUFACTURES SPECIFICATIONS. `E HOLDOWN NOTES: GENERAL: 1. THE NUMBER IN 'i HE BOTTOM HALF OF THE DIAMOND (e)ON THE FLOOR PLANS SPECIFIES THE TYPE 1. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, OF HOLDOWN REWIRED. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL 2. ALL SPECIFIED PRODUCTS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS, � MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL ANY PRODUCT OF EQUAL OR GREATER CAPACITY MAY BE 3UBSTITUTED, INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING OF THE LOADS DUE TO CONSTRUCTION 3, WOOD MEMBERS ARE EXPRESSED IN "NOMINAL" DIMENSIONS. LARGER MEMBERS MAY BE USED. EQUIPMENT, ETC, OBSERVATION VISITS TO THE SITE BY THE A/E SHALL NOT INCLUDE INSPECTION OF 4. "BEARING LENGTH" REFERS TO THE LENGTH OF BOLT THAT MUST BE IN THE 01000 MEMBER FOR 3" C) THE ABOVE ITEMS. BEARING LENGTH, TWO 2" MEMBERS MAY BE USED. ;-'' v- 5, WHERE TWO OR MORE STEM WALLS MEET, AND ONE OR MORE CONTINUE PAST THE OTHERS, IT IS NOT .� N 2, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH CONSIDERED A CORNER FOR DETERMINING HOLDOWN LOCATIONS, ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION, RESOLVE A1•I i DISCREPANCY WITH 6. WHERE DISCREPANCIES OCCUR BETWEEN THE SHEAR WALL AND HOLDOWN SCHEDULES, THE 1 w rn 00 194- A/E. STRINGENT CRITERIA SHALL GOVERN. �/ Q z 00 1. REFER TO EPDXY ANCHOR SCHEDULE FOR ALTERNATIVE HOLDOWN ANCHORS. STRUCTURAL DRAWIN�` INC�E+�l: W � a p i 3, CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. LOADS SHALL NOT ExCEED THE DESIGN LIVE LOAD PER SQUARE FOC*. UNLESS OTHERWISE NOTED: `t t� � C a. SPECIFIED HOLDOWNS SHALL BE INSTALLED A5 CLOSE AS PRACTICAL TO THE END OF THE SHEAR 51 -' STRUCTURAL NOTES/SCHEDULES t* 3: 0 N 4. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARD5 FOR MATERIALS, SUCH STANDARDS 6. ANCHOR BOLTS SHALL BE LOCATED NO CLOSER THAN 6" FROM A CORNER OF THE FOUNDATION, u' �FNNN4 Z o SHALL BE THE LATEST EDITION AND/OR ADDENDUM. c. USE COMMON NAILS. 82 - FOUNDATION PLAN � a. FOUNDATION STEM WALLS SHALL BE A MINIMUM WIDTH OF 6", S3 - UPPER FLOOR FRAMING/MAIM FLOOR SHEAR WALL PLAN - n 5. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, e. BOTTOM PLATE OF SHEAR WALLS SHALL BE NAILED TO FLOOR BELOW WITH I6d NAILS AT 4" O.C. $4 UPPER FLOOR SHEAF WALL/ROOF FRAMING PLAN p---q AND WITH APPROPRIATE TRADES, DRAWINGSU $ AND BCONTRACTORS PRIOR TO AND/OR MUD SILL SHALL BE ANCHORED TO FOUNDATION 71ER FOOTNOTE "6" ON SNEAK - WALL (D CONSTRUCTION. SCHEDULE. 85 - STRUCTURAL DE=TAILS F. AND/OR MUD SILL SHALL BE ANCHORED TO FOUN VATION PER FOOTNOTE °b" ON SHEAR WALL 6. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAIL$, GENERAL STRUCTURAL NOTES AND SCHEDULE. SB - STRUCTURAL DETAILS � SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN, O U d 4 69th Ave. 12665 BUP2003-00379 29 of 34 n� ;: ..... ''•NiuINAMenr '{'nM'M'Abc° .....gtl"V.YII+ngeTe+r�� . - NOTICE- IF THE PRINT OR TYPE ON ANY I��I►IIjI 1I�IIIIIIIIII I �IIII�I�IIIII T f(1ff�► rIT�TIr f�rITII 111I'T 11111111 II �1II 1I1111f llfll f lllllll l �lff�l 1111111 VIII 11111111 111111 III III Ilillll ' IIIII � I' � IIIIII IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE No 38 8 -- ORIGINAL DOCUMENT Z 9�Z LZ 9Z Z 6Z SZ Z IZ OZ 8I - Hi Lt N111'111 1��►�� 1 � ► II SII ► I11�� I�I��►►��►�►��,��1��1��i�li(III�II�►I�I�►�I IIIII�1 � � I � I i �1 � 1 � I � i + I T IIII III � IIS I�I��►IIIA � �I��I�I��i 1��11�1��.�1�� Ilil��l�llillllllll I1111111illill 1111►► I III + i �1llllllll 11 f I r 1 I r t I� 111 II III II11111W 11 II III��L111111.111ll1W11 lll, II �N (1l c\1 w LLJ I.m 1.3 1.6 1.1 2.� .� 3.1 4.� 4.4 T5O > _ 9' 01' B'-0" 1 -01 12'-6" 28'-Ca" 3'-4 lig" 17'-5" 6'-S" 9'-0" I O 1'-2 1/2" '^ T-9 1/2" B 13'-91/2" lta'-0 I/2" .ND � �h A o oo u Q P P Oma O�dli OAR - UnFI O`�P O �rYP. a a v a L _ J I I 18" TYP. Q I L J e I 'l�f►/g a- x 112" TYP. c+1 — I I W2F2 O � TYP. IOQ q ® q -14 �, L ® J I L- - - - - - - - - - - - - -1 I � q Z g I I I � r - - - - - - - - - -, til I � _ - - -- _ _ _ _ — _ — _ ( I i 1- 0 �& B.°J m w ► I I �' (V -1 ( I - - L-- - - - - - - - - - - -, -� "q r m I L _ J w Z I ® I 9GI I 2� Sri I I 5�1 01 C U U _ gb 61 `� I- - - - - - - - - _ J I _ — �--� ! I I I-- - - - - I I I ! _ , ® , L _ _ _ - - _. _ J L - - - - - - - J I I (*T YP. � 12" TYP. cv Q ., �n x,�b a I 0 I I I z 12" TYP. I, `�' CL t i I � Juj 15" TYP. © 1 I I- — — i > L - - - - - - - _ _ J L_ - - - - - - � F - - - - - - - - - _ - L _ - - - - - - - - - - - - - - _ _ - _ -- - -- - _ _ - - _ - � L _ _ _ - _ -- - - _ .__ __ _ _ _ _ _ _ - - - - - _ J L __ - _ _ _ _ _ - - - - -- - - - - -� p tya 0 aKOO a.�"'w ani � 11-- � Q 9'-(o 1/2" 1/2" LU LjL lei z 1 FOUNDATION PLAN uu ' 1-,S2 SCALE: 1/4"=1'-0" I S Z w :. FOOTING SCHEDULE: FOUNDATION KEY NOTES: SHEAR WALL NOTES: FOOTING FO )TING SIZE 03.5" CONCRETE SLAB ON COMPACTED GRAINULAR FILL, SPECIFIED SHEAR WALLS ARE INDICATED BY I,UALLS: 0 24" x 24- x 10- FOOTING 111U (2)"We, E.W. O BEAM POCKET SIMILAR TO BEAM POCKET SHOWN IN DETAIL CWI/S6 TYPICAL. - INDICATES REQUIRED NAILING - SEE SHEAR WALL SCHEDULE SWEET 51 d 28" x 28- x 10" FOOTING W/ (2)'4'5 E.W. - INDICATES REQUIRED HOLDOIN - SEE HOLDOII.N SCHEDULE SHEET Fit © 36" x 36" x 12" FOOTING W/ (3)114'.5 E.W. • USE "570" NAILING W/ NO HOLDOWNS UNLESS OTHERWISE NOTED. o ® 54" x 54' x 1i" FOOTING W/ (4) 04'5 E.W. • USE DETAIL D51A/55 OR 0515/55 AT EACH TOP PLATE aPLiGE iN PE-RIMIETER 1114,15 AND AT w M INTERIOR SHEAR WALLS. co 78° x 18" x18" FOOTING W/ (8)'4'5 E11I. Q Z O • USE DETAIL CPI/51;- FOR TYPICAL PERIMEIER FOOTING REINFGRGEMENT UNLE55 NOTED OTHERWI5E. o I _.. w 00 ® 40" WIDE x 40" DEEP FOOTING IV/(5)O6'S TOP AND BOTTOM • USE DETAIL CF2/55 WITI4IN 4' OF EACH HOLDOiN ANCHOR. 3: _c Un _ • USE DETAILS WDI/55, HD2/55 AND ;4D3/55 FOR TYPICAL INSTALLATION OF SIMPSON WCLDOWNS TYP. 1 N o • Ln LOCATE HOLDOWNS AS CLOSE AS POSSIBLE TO ENDS OF SHEAR WALL$ UNLESS OTHERIJISE NOTED. 0 RENISION 69th Ave. 12665 BUP2003-00379 SE.P 3 30 of 34 NOTICE: IF THE PRINT OR TYPE ON ANY r� l III III III III I i VIII I III III III I I III III I I1 III III III III I I III I I I I 1111 I 1 III III III I 1 III III III III III III III I I III III IIIIIII III III IIIIIII III III I I I I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 6 I �f( I I 11 O I 11 I 1�l r IT IS DUE TO THE QUALITY OF THE L No ae ORIGINAL DOCUMENT s R�z e z G�a 9z z s z 3 i z o z e t e11< L t 9j i i iy t s t z i i i i ! 6 e G g ib s z Tt„"�w (IIII IIII�IIIIIIIII ►III IIiI�IIIIIIIII�IIIIIIIII�IIII!IIII�I►II�IIII ►III I►II►►I►I IIIL�IIII�►IIIiIIII�IIII�IIII�IIII�IIIIIIII �IIII�II►� I�IIIII� �IIIII��II I II � �� I � ��i� �I I � � � � I - L_ ��I I j I ( I 'I �► III ! , VIII I IIIIII I�IIil1►IIIIIII��I►��IIII�II�I►�III� ►�IWJI_llllll�l�11111ll1►►►�I►I►IIIlllJllll�lu �� N n 2 (L. c 1,101 1.3 1.6 1.1 2.o .0 3.14� 4.4 5.0 'tz 9'-0" 8'-sa'' 1 -0 ' LLj 78'40" 3'-4 1/2" Il'-5'` F7'-8" 5.-O" � o a F . b°°.i11lI 0511!1 QL uj B B B B B .9 3.5"xtfo" PSL B Ci 2c 12C 7k 6+6 }Ci ICj + 6 f6CiN O MII 6x10 + �+ n W S7 Q l I I I I I I I I I I I I I I I I I I 1 I 1 1 1 1 II 1 1 I� 1 f I I I D th w I I I I 1 I I 1 I 14 Q W T (] i0)All Q Cl U Q I P I I QI I ! I I I I I I I I I 1 5 m I I I I I J F 1 1 i cv 12 X ' I I I 1 1 1 j j 1 1 1 4ua X z0 N M CL ± LVL U? 3 i i i i i ' i c9�� r,A w +1p I I I I f I I I I ( I � + I JALU a6 4x1? I I I I I I I f f I BE RI � D " �, �� X I I I I I _� -1 w p K, Avr,, f I I I I ! 4J-�, I I I I I I I I I I 41_x,, I I I I I I I I I I B.9 - z OF 4 - 4 STD u / ? b.15 x??b" 4F-V8 F GLB M3 b.15"x 5" GL 1 1 " F 8 O ( 4 6. 5 x??S 24F-VO GLB M5 6. 5 x21.5 GL ' �\ - - G = dX10 Erg ca 4X12 I ,�� 1 + I 1°p I b/ N �- LLl fl Q U AsTE) I f I ! f I ! I I I I I I I I I ! ! I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ( w w p Q W Q is 1 I I I I I e I I I I I Ml LL 6X12 I T I• I I I I I I I I I I I I I I I I I 1 I I I I I I I I I ! I I I I I I I I I I I I I I I I I I I f I I I I I ! .. ' D I I u2L2 3.125 xl GLB I ' ` TYP. 86 I N AsT. (� 1 CC 5. 0 Ea. r i I I cr ......■1 a, m < w. �.. 1 + a uj + cc MI 4X10 YP. HEADER UN.O, ��,� t4+ I ILL w AA AA A a a 0Q w � J cl) cr. ` UJI -- - Z ' : < 1 MAIN FLOOR SHEAR WALL/UPPER FLOOR FRAMING PLAN uu ua cc S3 SCALE: 1/4"=V-0" Li.. ui FLOOR BEAM SCHEDULE: MAIN FLOOR KEY NOTES: u BEAM ' CLEAR SPAN BEAM SIZE HANGERS/COWECTOR9 MANUFACTURED FLOOR J015T5 +► ?4" O.G. TYP. w �I Ml TYP. HEADER 410 - - 0 MANUFACTURED FLOOR JOINS e 16" O.G. M2 12' W/ 4.5' CANT, h.15"x225" 14F-VB DF GLB SEE DETAIL SCl/S6 -_ - Q 51MF SON HANGER: HC4C3TA1-6 H a 22.5" 6.15"X22.5, GLB SEE DETAIL 5Cl/56 40 STRAP FLOOR JOISTS TOGETHER W/ SIMPSON MST31 OR EQ. 21' W/ 4,5' CANT, 6.15"x225" ?4F-V8 OF GLB SEE DETAIL SCl/86 ObU5E (3) 2XI2 STRINGERS FOR EACH RUN OF STAIRS AND 6X12 BEAMS AT STAIR LANDINGS I5' 6.15"X22.5" GLB $EE DETAIL SCl/S6 TYPICAL. OMANUFACTURED ROOF TRUSSES 0 24" O.G. 9' 4X12 - C 'r Cwt 6X12 - w rn 00 �- > d- 00 12' 35"xl6" PCL 6IMPSON HGLTV HANGER W/ c O O _ OFFSET TOP FLANGE I ® -- 11.5' 3.5"xlro" PSL - - L- ch O N ®I 1' 5.175"xi5" GLB - cn Z O M11 VW I' CANT. 6x10 SIMP60N PC AND ABE OR EQ. ,N g POST CAPS AND BASEScr r--� 11 9' DGUBLE 1.15"xKa" LVL - O [Z. 81MF'8UN LEGS HANGED W/ --- OFFSET TOP FLANGE ((�� 6x12 RF v i.s iON 9' 3.125"x12" GLB 69th Ave. 12665 BUP2003-00379 31 of 34 A ._ NOTICE. IF THE PRINT OR TYPE ON ANY ��11Ir1711I111 ill111IIIIIII I I� 11111 IIIA 1[IITjIjljrjTI"711 111�811 IMAGE IS NOT AS CLEAR AS THIS NOTICE, _IIll ! 4II I �-- I I-�1- -. --- 7 I 10 11 IT IS DUE TO THE QUALITY OF THE No 36 ®--- ORIGINAL DOCUMENT E 8Z 8Z GZ BZ T. 6Z SZ cZ IZ OZ SI BI 1.i I 8 9 9T >bi t,I Ti 1 ii I IJ114 L 8 l��►I�D�L�►.1�►I ��I►�.I�� I�►I�l 4 , IF 1.0 1.3 7. ,1 co 1.� I.� .� 3 a (L0) a_ a TYP. 4 4 4 AA IVWI AA /A\\ q `35 4 4 O _ 14xI0 TYR HEADER UNA. Cj 11 T9 w � Q w _ + ILI b 0 0 0 Q i O 4x10//xV, b r ( �. 41. o L , zot 2 BEARING W L W2 55+ 55 T ` 1 6 W Q 0Ln Z t tST b/ Ll! Q c� t _ STD A.RIWx A �.g ILI � I Ig5? I I I I iii I I ! I I I I I I ! I 101 I I I I I 1 I I I I I STD �^ O ca � w ! TY'* + TYP. 0 Z Z Z -� 1' 0 4 .15"x118 5" LVL �� ' �. b+� W U1 O Q W Q , 55 ! i ! AT f I s5a I I I I II b I I I I I I I I I I i I I I I I I I III i I i I I I I I , I I I I I I I I TYP. TYP. BE All t7ING L _ _ r IRDER TRU Y OTH R$_ GIRD R TRU BY O HERS _ _ Ls ERT S E31' OTHERRIDER RU:;S BY OT ERS p �D + � I � N s TI I � ft1 V J 56 I I I ! I ! I ! I I TI I III 1 I Sb ( I I I I AsTD Z 0 Q X � Xf � I I I l Jx f I w H- I IC, STD � w ' ,cC e/ r�, � > w NBI TY PI �� NBl IB + 0 T I�'WI Ar2TD 85 a� X51 .L V X F— 0 0) z 95'-h" W }� Q LL K'l UPPER FLOOR SHEAR WALUROOF FRAMING PLAN u; 84 SCALE: 1/4"=V-0" Q z F U w ROOF BEAM SCHEDULE: r ROOF KEY NOTES. SHEAF WALL NOTES: BEAM " CLEAR SPAN BEAM SIZE HANGERS/CONNECTORS MANUFACTURED TRUSSES i 14" O.G. BY OTHERS, SPECIFIED SHE4R WALLS .ARE INDICATED BY WALLS: ` RI TYP. HEADER 410 O TRUSS MANUFACTURER TO DESIGN DRAG TRUSS FOR 1415 LB LATERAL LOAD. - INDICATES REQUIRED NAILING - SEE SHEAR WALL SCHEDULE SHEET SI F� i?' 4X10 SIMPSON PC AND ABE OR EQ. "T CAPS AND BASES 09 TRUSS MANUFACTURER TO DESIGN DRAG TRUSS FOR 4-/- 5910 LB LATERAL LOAD. - INDICATE$ REQUIRED NOLDO(IN - SEE HOLDOWJ SCHEDULE SHEET 51 C) R3 12' 4X10 SIMPSON PC AND ABE OR EQ. It USE "STD" NAILING W/ NO HOLDOWN5 UNLESS OTHERWISE NOTED. POST CAPE AND BASES TRUSS MANUFACTURER TO DESIGN DRAG TWSS FOR +/- 3095 LB LATERAL LOAD. ,r.,4 N �4 9' 1.15"x11815" LvL - • USE DETAIL D91A/95 OR 05I5/85 AT EACH TOP PLATE SPLICE IN PERIMETER WALLS AND AT bX w o, 00 ® �5 21' 6.15"x22.5° GLP SIMPSON EGG669D3?.5 GAPS AND TRUSS MANUFACTURER TO DESIGN DRAG TRUSS FOR +/- 10115 LB LATERAL LOAD, INTERIOR SHEAR WALLS. > 14 Q ` Z � AGE, LPC bS S2 CAPS Q STRAP DRAG TRUSSES TOGETHER WITH SIMPSON MST12 OR EQ. • USE DETAIL CFP/85 FOR TYPICAL PERIMETER FOOTING REINFORCEMENT UNLE95 NOTED OTHERWISE. � � ° 0o ® SIMPSON ECC669D$?5 CAPS AND `o w ob 21' 6.15"x?55" GLB ACE, LPC OR EQ. BASES OSTRAP DRAG TRUSSES TOGETHER WITH SIMPSON MST48 OR EQ. • USE DETAIL CF2/S5 WITHIN 4' OF EACH HOLDOIIN ANCHOR. � � O N .-. Rol 211 6.15'x21" GLB 91MP9CtNl EGG663D825 CAPS AND ACE, LPC OR EQ. BASES ul +- • USE DETAILS HDI/S5, HD2/85 AND HD3/S5 FOR TYPICAL INSTALLATION OF SIMPSON HOLDOWNS TYP. z O OVERFRAME W! ?X6 � ?4 O.C. r- '� N Q � • LOCATE HOLDOWNS AS CLOSE AS POSSIBLE TO ENDS OF SHEAR WALLS UNLESS OTHERWISE 9 STICK FRAME ROOF W/ 2X8 RAFTERS �► 14" O.G. NOTED. � C) 0- 69th 69th Ave. 12665 BUP2003-00379 32 of 34 NOTICE: IF THE PRINT OR TYPE ON ANY rl '� IIIIIII � II � I � I � I � IIID I II � III � IIIIIII IIIIIII IITIfTi IIIIIII 11111E IIIIIII Illltl, 111111! VIII I IIIIIII IIIIIII IIIIIII VIII I IIIIIII III III II � IIII ' illllll IIIIIII VIII I ll I �� I ! 1 I IMAGE IS NOT AS CLEAR AS THIS NO i!Cc, _._� _11_ __ _----- � -----I 3L-----__.. I-- `tel____ -___. --- I _ _ I _ IT IS DUE TO THE QUALfTY OF THE No 36 Q ORIGINAL DOCUMENT 9 L� f✓ I 8Z 18IZ GlZ 19�Z �Z ib� I! £))� IZ !! Ori 8i 8(I GI Ai 4t ►t £i Zt lit I 8 8 IIII Illllllli�llll IIIIIIIIII IIIIIIIIi IIII IIII�IIII illl�lill�llllllllllllll�llll IIIL�IIII (IIIIIII! ,IILIIIIIIIIII I III I I i 11 �� ' it II�IIII�I I �I Ilfllll�lllilllll�llfl IIli�llll�llll� IIII II � 11 I IIII�L�III�ll��llllll�Illllllll�illl�Illl�lJ.11 �1lIJ 1lll.11WJJ1l111W1�. IIl►�. IIS III W111W1�11 U W �9 1 L01 3/4" MIN. EDGE PLATE SPLICE DISTANCE I / SI!'1PSON LSTA 24 ANY FLOOR SYSTEM IMBEDMENT LINE ROOF / °i (1. a- tl ' ,�— EXCEPT BETWEEN GRIDLINES ,,i SHEATHING ° TOP CHORD -� 1.1 AND 3.1 ON THE ROOF SSTB ANCHOR OF TRUSS LEVEL USE SIMPSON M5T31 =� REBAR ° ° t; / 2X6 P.T. 8d s 6" O.C. - -- --- - - -- MUDSILL TYP., U.N.O. ! I ! u, - DBL. TOP PLATE o —` 4' _ _ I ct I (5) I6d NAILS 112110<1011 A.B. _ ' �r SOLID 2x (EMBED U.N I yr ` (MAX) I BLOCKING 48" O.C. UN.O �� O ' '`~`''�--- ll) "4 BAR NORIZ. .I 1 3�4 z ` -7x4 4' O.G. 2x4 BRACE { STUDS. I FOOTING SEGTIOy END WALL IN5TALLATI/ A Sd o 6" O.C., �j IF BRACE LENGTH � 4' O.G. 04 5AR5 48" O.G. SHOWING S,�T�,ANCHOR PLAN�Ia TTP., URO. /. EXCEEDS 6' C1 (2) "4 BARB II VERT. EDGE NAILING =�6IMP50N A23 W PLATE SPLICE HORIZ. PER SCHEDULE to w z • _ �T FOOTING / STEM WALL �. cl c) 0 `� THICKNESS / WIDTH --- BREAK IN PER FLANS SHEAR PANEL _ _ rt -� REBAR SHEAR WALL o D81A PER PLANS R21N2A 4W .. _� SCALE: CI�1 REBAR TYPICAL FOOTING REINFORCEMENT r N.T.S. 86 TWIST SSTB 45 DEG. FROM WALL. (Y t- (10) I6d NAILS EA. SIDE CONTINUOUS STEM WALE 8D6"4O.G• $D6"�O.G. INTO BLOCKING , cel OL w � �O�N INSTALLATION �/— �-- u" (ALL 0 OF TOP PLATE SPICE INSTALLATION PLAN VIEW u Q Z (ALL NAILS INTO AN YI N w Q , COMMON MEMBER). ROOF EXCEPT BETWEEN �- PLATE SPLICE ANY FLOOR SYSTEM J // GR�DLINES 1.l AND 3.1 SHEATHING TOP CHORD go AT THE ROOF LEVEL, ESL. TOP PLATE SIMPSON A23 d2 .C. OF TRUSS USE DETAIL D51A. TOP PLATE. 2X6 P.T. r Sd Q 6" O.C, -- -- - TYP., UN.O. I w m MUD5ILL r O 4 -� I/2"mXl0" A.B. Q (EMBED '1") a 48" _ - SIMPSON SSTB ANCHOR BnLTS 1 } SOLID 2x Z z J w z O.G. UNLESS I BLOCKING ul W O Q w Q (l) "4 BAR w 12" O.G. PORIZ. NOTJr: SEE PLAN FOR LOCATION. SEE SYMBOL ON 4' O.C. LL v u z �n i STUDS. NOTED OTHERWISE I PLAN (REFER TO HOLDOLLN SCHEDULE FOR LL U HOEDOWN TYPE). PLATE SPLICE II -"4 BARS c18" OC. (2) "4 BARS IL VERT. MODEL NO. DIA. MIN. IMBED --� HORI Z, le - — SSTB16 5/8" 12" BALLOON FRAMING SEE TABLE NQIL, FOOTING / STEP? WALL 5ST520 5/8" 16" THICKNESS / WIDTH PER PLANS I 55T824 5/8" 20" STUD SIZE SPACING ALLOWABLE HEIGHT R�W28 6STB28 1/8" 24" 2X4 16", 12", 8" 9', 10', 12' 2X(b 16", )2", 8" 15', Il', 19' 2X8 16", 12", 8" 20', 22', 25' _ ]F2 WALL TOP PLATE SPLICE SCALE: s6' FOOTING REINFORCEMENT SCALE:_ ' SIMPSONT SCALE: WD3 - SCALE: a2W2 N.T.s. N.T.S. —� SSTB INSTALLATION ALLATION NT, 86 ROOF TO-WALL Z N.T.S. 85 FRAMING� —UPPER FLOOR W MEMBER PER SHEATHING SkEAR Ul<1LL—� 0 I6d 4" ��C. SCHEDULE PER F'LAN5 + -- WALL ;STUDS r , USE EVERY OTHER EDGE NAILING PER-1` FLOOR SHEATHING ROOF SHEATHING MANUFACTURED TRU55ES SHEAR WALL 5G47D. Sd 6" O.C. -d •� NAIL HOLE IN A ROW. UPPER Fl_OOR SEE SCHEDULE FOR SOLE PLATE ROOF SHEATHING W Q NUMBER OF NAILS 13d 49 6" O.C.- 8IMP50N L650 EVERY OTHER BLOCK U. > cc ( RAG TRUSS BY OTHERS FOR EA. END. i BLOCICiNC, PER xi O J015T MANUFACTURER � � !� SIMPSON A23 5" O.G. i♦��yy- 511"!P50N MST STRAPZ FLOOR JOISTS BY OTHERScc U.N.O. V JOIST BREAK IN SHEAR PANELS—�--,� SOLID BLOCKJNG SIMPSON H 2.5 OR H 3 CLIP �- EACH TRUSS < CD cc PROVIDE MIN. l/8' SIMPSON A23 CLIP EDGE NAILING PER END DISTANCE. EACH BLOCK SHEAR WALL 3CHED. 16d TOENAIL EA. 51DE DBL TC'•P PLATE OF TRUSS / RAFTER EDGE NAILING PER co OF LO�LER FLOOR �` SHEAR WALL SCHEDULE Z WALL STUDS Si-(EAR WALL.— SHEAR WALL PER PLANS— 2X STUD WALL EQUAL NUMBER OF v, �— PER PLANS ♦� SHEAR WALL W— SPECIFIED NAILS AT NATE: SEE PLAN 1=0R TYPE PER PLANS EACH END, AND SEE PLAN FOR TYPE AND SCHEDULE FOR MEMBER SIZE AND NAILING. SIMPSON HOLC?OWN INSTALLATION &:AL�: HDI SCALE: U2L+ SCALE: R2W1 Z r,T,, sb UPPER-TO-LOWER WALL NT sly ROOF-TO-WALL _ _ SCALE: R2W3 N.T.g, 85 ROOF TO INTERIOR SHEAR WALL I.- 1 w FRAMING - �__ KING STUD MEMBER SIMPSON NTT (HD SIMILAR). ROOF SHEATHING HOLDDOWN SEE PLAN FOR I6d o 4" O.G. TYPE AND LOCATION_ SEE SHEAR WALL---,` — HOLDOWN SCHEDULE FOR PER PLANS 2X4 FLAT BLOCKING 24" O.C. MEMBER SIZE MAILING, ANIS W/ (4)8d NAILS FROM FLOOR INTO BLOCK �— MANUFAC URED TRUSSES ad o 6" O.C. � ANCHOR BOLT REQUIRMENI. ROOF SHEATHING EDGE NAILING PER SHEARWALL —FLOOR SHEATHING � BREAK IN SHE ARC�ANE�S--�� 12 MAX. / 9 Q) t? _---DRAG TRU55 BY OTHERS ANY FLOOR SYSTEM ROOF BEAM PER PLAN; SIMPSON A23 8" O.G. ` > 000 14- z 00 - FLOOR JOISTS I I `_ (D SHEAR WALL----"' BY OTHERS GUT TOP PLATES AT ROOF BEAM .,� �' / Oc 1 ANCHOR BOLT PER PLANS AND SPLICE W/ SIMPt30N MST31 �. � � ap 9 SIMPSON ECCQ665052.5 ( . • I. C) N JOIST BRACING BY OTHERS EDGE NAILING PER SHEAR WALL SCHEDULE •r..� N -- — FOUNDATION WALL. Z 0 SHEAR WAIL •�•� ''� n PER PLANS �•1 I CL 69th Ave. 12665 (� _--- �� B 3-00379 of 33 0( 34 SIMPSON HOEDOWN INSTALLATION N.T.S. 85 UPPER-TO-LOWER �NAI..I. SCALE: U2L2 SCALE: NBt R2W4 Q NTS s6 GLB TOP END CUT NTS sB ROOF-TO-INTERIOR SHEAR WALL SCALE: L) M.4._ 1 1 1 1 1 11 1 1 f I f f �I I I I I I I I I I � I I 1 1 1 ! I I I I I ! I I I l l 11 1 I I ( ! ! I I I ! I I I A ISI i� Y� '�••�� a i Ulm NOTICE- IF THE PRIN7' OR TYPE ON ANY 1�r7�t I�1 1 t 1�1 t � I 1 ► I�1 I�1 Int I T 1!1 I�1'1�r > 1�r 1� Il ' I 11z 77f IMAGE IS NOT A�� CLEAR AS THIS NOTICE, _- - - _--1 IT IS DUE TO THE QUALITY OF THE No M ORIGINAL DOCUMENT 111 Illlllllillli!IIIIIIIII�IIII(�IIIIIIIIIIIII�IIIIIIIIII III�1 I11 I I(�III II I�l�II�IllI lIlllllllll�lllllllll�lIrllllii�II1 I llllllI lI l III(I I9II1I IIS 1B , LIZ 9 E Z m 6 �t L t � 9t 111, C I tlli I�IIII�III+�Illl�lll�llllllll�Il 1►!I 111 II 11�I II I�u��I I 9 t tl►3I1 0" I� rrrro.rre. . /i BEAM PER PLANS J. SHEAR WALL- ibd a d" O.C, PER PLANS 11-1 -BOUNDARY NAIL ! / EDGE NAILING PER SHEAR WALL SWEAR WALL SCHED. FLOOR SHEATHING PER PLANS - HOLDOWN ANCHOR �. 5IMP50N GGO _ — PER PLANS STEEL BEAM O�CRETE SLAB o _I 03 1/2" SLAB ON PER PLANS TYP. COMPACTED 4 DOWELS a 14 O.G. FG1 PLANS 1.'15"xlb" LVL--- BLOCKING PER 2x P.T. MUDSILL GRANULAR FILL- _— _ -- - /�- -- - -- o �r-o -- I F VNJOIST MANUFACTURER -' - FLOOR .101875 BY OTHERS I t I+ 3/16 M ii (2) 1/1" DIA. X6" LEVELING Ii Z EDGE NAILING PER (2) 51MPSON A23 CLIPS �` �i OXY ANCHORS TYP. r- GROUT TYP. `CID II t i i � r � � U 1 3WE/'Q WALL SCWED. EACH BLOCK ` t I -�--�_ i 1/2" 0 A.B. @ 45" O,C, I I� 04'8 a 11" O.G. 11 t I BOTH WAYS TYP. UNLESS OTHERWISE NOTED // SHEAR WALL--�`+ - — PER PLANS - - � CONC. FOOTING PER PLAN W/ �� it — T5 6X0014 ` �J o 12 (2) 44's E30TTOM OF FTG. i N 24"44" CLOSURE' POUR tt (2) "-1 BARS it y � a _ II iI (?) 5/8" DiA. X8" BOLTS o a ' EPDXY OR CAST-IN-PLACE PER PLANS SLAB `�ca�,,� w SCALE: 08W1 SCALE: W2F2 it i P Lr CANTILEVERED FLOOR JOISTS x NT.S sa TYPICAL INTERIOR BEARING WALL FOOTIN N.T.S. 88 - II --�� ,�� i� -r-- --- -- -~ ----- �'� W n ti 21 21 ti II t i j�=�1� 1 „ 1 „. 2 2 W 0 0 rn SWEAR WALL — SHEAR WALL /f Q Z �� lbd s 4" O.G. PER PLANS PERIMETER RETAINING CONCRETE FOOTING PER PLANS /—BOUNDARY NAIL WALL PER PLANS ( 'kVATIO PER PLANS Q O w EDGE NAILING PER 3 1/2" SLAB ON I `n —� FLOOR SHEATHINGS COMPACTED SHEAR WALL SCWED. 2x P.T. MUDSILL GRANULAR FILL - •4'® Et 12" O.C. 11„ 3/4" TWiGK BASE PLATE O Q 1.`15"xlb" LVL (2) •1 BARS W BOTH WAYS T � BLOCKING PER � t-•- �- � � O (2) "� BARS Z Z Z -� JOIST MANUFACTURER z (ffi —� HOLDO ANCHOR HOLDOW ANCHO N!16' DIA. HOLES W ixJ 0 q � W < AROUND DB STRAP FLOOR JOISTS BY OTHERS �l! 8' 4� r------T U U c!� � - U. WRAP AROUND DBL. JOIST � I `�" �._-o- ---a----------o----o----o' ---o----o- I I O 1 i i 61MRSON ''N6" �'` (2) SIMPSON A23 CLIPS 1/2" A.B. @ 48" O.G. _ i i I I I=1 UNLESS OTHERWISE NOTED 180°HOOK W/3" EXTENSION--� i i I FASTEN TO JOIST EACH BLOCK 1, I L------ } L _ I ��- CONC. FOOTING PER FLAN W/ EDGE NAILING PER—/ -►I (1) #4 TOP OF FTG. 12 SHEAR WALL SCHED. ITj (2) tt4's BOTTOM OF FTG. (PLAN VIEW) SHLAR WALL Le ! 4'5 @ 48" O.C. VERT. PER PLANS-�� _ , �, (PLAN VIEW - LASE PLATE) 12" OR 18" �, � SCALE: 08W2 SCALE: CC CANTILEVERED FLOOR JOISTS N.T.S. 88 TYPICAL PERIMETER FOOTING N.T.S. W88M CONCRETE SHEAR WALL SCALE: r—CtTYPICAL STEEL COLUMN SCALE' BC1 QI N.T.S. � v! J W OTE5 AND 5PEGIFIGATION5 Uj 6 6 2 ✓ AiJ-3WW raee NERAL 51P.JGTURAL NOTES For 5peciflcotior* regarding concrete, reinforcement, and F tions. W GiRDER TRUSSES BY OTHER& " This d is valid onlyIF the sou ormeters I!sted in the a heed ca;culotlons are verified b e 0 0 ? plat ent of concrte, p ' TOPPLATE$ R Provides and hook (UBG Ic101.0 on verticil relnforcement with 3" clearance From bottom. ✓ "' ""'� 10" 'ATS-RS.•�_ �TOPPLAiES Provide 4" rforoted drain a5 shown, embedded in d^oln rock, covered with filter Fabric. e`," d SHEMWALL,EDGE NAIL � w ` 2x12 l8" LONG - b�� BOTH POSTS(Nat AfS-R8 StIt:ARWALI,EUGE HAIL Bockfill with erial that drains Freely. (j_ SCHEOULEPEASPECIFIER) BOTH PXTS(NAIL The horizontal inforcement In the wall and the longitudinal reinforcement in the base musCextend a minimum if SCHEi3ULEPER SFECIFlER} the required I length into all abating walla. '! r 6" (4) 3/4" DIA BD T5 0 - 3'r1t�Ax. 3RT s AT&M' 1rT5 t75` A 2.3x4 POSTS ♦ , (2.2x8 for 2x6 Framing) �� 2.4x8 POSTS F%i `! i f (8)S BARS ° '' r_ (4-2x8 for 2x8 Frantnp) ;:, M . I ' . } �.Y ATS-L1i '� bio AT5- 2A • ..•-' ATS PVV9, STIRRUPS o 6" O.C. °' LU TUDIIA-i and and - ATS•PW9 ATS-PW9 W 2` INFORCEMENT concrete Floor per plans �. t o DETAIL RWI/36 concrete slab per plants An �i �� SOLID _ ;i I SOLID ��' z -�' ,' BLOCKING TYP. "', ►; ', ROCIG to TYP. _-L Uj Co 6.15' GLB PER PLANS 4.3x4 POSTS 2-4x8 POSTS L " _� (2-3x6 for . • , (2.4x6 far2t6 Framing) 5HURIMALL EDGE PlAll `1 - _ ID SHEARJIALL,EDGE NAIL �FnO) • ALI POSTS(STAGGER NAIL. BOTH POSTS(NAIL s' SCHEDULE PER SPECIFIER) 415�I SCHEDULE PER SPECIFIER) #4x8' dowels a 24" o. (PLAN VIEW) ' _ ?I - �`� a a5's ® I4" OL (hOrilontatTMAX \� •f #5'S 0 6" oc (vertical) ui ELEVATION SCALE: CW2 i • CQUPt17DN COUPLER ALL COLUMN i cN>,�'� vstw z ., A'�C50f- N.T.S. S8 I (ovtTonaf) tOr•��) �;; U • ` ',. ;i ` �" e?J 111 WA8 ( r 1'•r• • •• ri ., II' Max PrWdod*1116"tem. Tn�s 'jp� � opoonalorxnpomnt+cnnrn o -- " I X " I - ordamdImmSmpwa ---- 5 e r te5 cbove V2 DIA 3 STUDS GIRDER TRUSSES BY OTHERS a 24" O.G. TYP. Anchor 1st Floor 2nd Floor F�—56" �. 4. bXb-W2.SXW2.S W1UF. tha j Model Alloyr. Comprssalan Parts Allow. (;ampresslon Posh / / _ T 1/ULCRAFT Q GOt�FOR?"I TO tQ. STEEL I Din GradyTLwd° Wsll TaLo�dn Wall alai i r \/i\ 2 AQ.�) N PAN INS PER MANUFACTURERS ;SPECS. (133) Thlclmass 8 ti 10 (137) Thtdmsas 6' 9 10' � ..\ \/` \ \1 — W (4) 3/4" DIA BOLTS 4" 2-3x4 2-3x4 2.4x4 4' 2.2x4 2-3x4 2.3x4 4' � \J�-05'5 0 14� oc (longitudinal) v TpS21 3i A.367 7,DOO " 5,060 �2 65'5 @ �.`. (tran5ver5e) •r...I C) /i--2X11 18" LC'tNG '!f 5„ s 2.2x8 2.2x8 2.2xe 6'- 2-Ne 2.2x8 2.2x6 ' 4" 2.4x4 43x4 4-30 A' 23x4 2-3x4 2 4x4 C. �:, 00 bt 7b623 Iii F307 14,OCA 7,900 ___ 6` 2.3x8 2.3x8 2.3x6 9' 2.2x8 2.2x9 2.2x8 /t :� Q �. 0(7,' Q 4' 2Ax8 2.4x19 2Ax10 - 4' (,� I 9.3x4 2-4x8 2-#x8 /. T. TT)S25 1 rA A307 25,620 201 �` L'j 0� 6" 2.4x8 2-4x6 2-4x6 6• 4-2x(3 4-2x6 4.2x6 (C,yj 1. For other load combinations, contact factory. �! �0 _r o 2. Loads have been increased 33%. No fbrther increase allowed. d Q �- I 3. Snug down the rod not. Tighten additionally 1/2 tum. r ^ z 4. Diaphragm boundary nailing required on both studs. ATEEL BEAM ANS 5. Compression posts shown are based on a 9' Doug Fir plate height. See Gompr�•ssion ,� ~ `'`---6.15" GLB PER PLANS M�irtf�r S�1�Ctic�for additional plate heights and wood species. � 00 ti. Concrete anchor emhedrnent for cast-in-place hex-tread anchors c:alculaled with a �. minimum s idecover of L�,. See Anr,_hGi._I3_o LLQ-GWiQaa and SET EpQxy for concrete 691h Ave. 12665 SECTION anchorage details and options. 3BUOP200 340379 i SCALE: T1 LE: C81 � w SCALE: TRUSS SEARING BLOCK ;� J se S-A SLABe TWO STORY SIMPSON ATS T eg TAiNING WALL SECTIONS N.T.L RW, N.T.S. N.T S. N.T S. SO -- s 13:; Z .,V I l0N SEP ,� 0 2a 010 IN INN Ili 1 NOTIC ".mss 4+awi. 1I ` MAGEES NOT AS CLEAR AS THIS NOTICE, i 1 1 1 lI_l l l l l l l l l l l u l l l l l l I l l l l I I I l l l l l l l l l l l� l l l l l �l I l l l l� I I I I I I I I I I I I i� I I I I I I I I I I I I ig I �I I I I I(I I I I I� f 11(I I l l 1111 I I i I l 1111111.l�i l l ill Ill Jill1� IT IS DtJE TO THE QUALITY OF THE No 38 �'�•;� ORIGINAL DOCUMENT T V 6 Z S�Z G� 81Z 9�Z 6 Z0211111 �Z I U�Z (,Il 8 I G�I 9 I 911i ��T + � Z T� I�T �T �8 l3 I G �� 9 i ifi ti ij �T YIIIIIIII !IIIIIIII lllll 1 111111111IIIIIIIII ►l�llllll ��►► 1l�lll l�lllll►� �� Illllllll llllllllllllllllllll;, ��!►llllll�llllllll{I��illill��IT1111II► III��►I�►►�III��►►�f�ll��►��1�► ►lllll�lll�lllllllll�ll�lllll�lll►I 11111111llHfi l illgill 4'