The URL can be used to link to this page

Home My WebLink AboutBLD10-102 - drawings1 | 2 3 a ‘3906 /sF tn ] GROSS FLOOR BUILDING AREA 1, PROVIDE STANDARD "VAN STALL -DISABLED PERMIT 15. EXISTING GAS ISLANDS & CANOPY, RE OCCUPANT LOAD TABLE | REQUIRED" POST MOUNT SIGN IN PVT RS OA CNR PAVING SUCH SHAT = oc ao SMOKE SHOP AREA au ith SF 2. DISABLED VAN STALL 8' WIDE X 20 DEEP & 8' X 20' . NET SF AREA OCC LOAD EXITS TRAVEL NET RETAIL AREA SMOKE SHOOP 874 SE STRIPED AISLE; PROVIDE MAX SLOPE 1/4":12" STANDING WATER CAN ACCULATE ON Number Name Area FACTOR TS REQUIRED DISTANCE Sa PROJECT DIRECTORY : 12"& 1:50 CROSS SLOPE AND FLUSH SIDEWALK ACCESS - Se NDING nren GOaUEe LACE aoa IF PAINT STD SYMBOL ON PVT PER DETAIL 5A/A1.1 3. COORDINATE WITH SHEET L & C PLANS EXISTING PAVING FOR GAS ISLANDS mi eS = ie a Copyright 2010; Mortis Stafford Sen Go Port Townsend 4. SITE GRADING, PAVING, DRAINAGE, UTILITIES & 17. TYP. PRECAST WHEEL STOP 8" HIGH X 8" 102 POS 356 SF 100 4 1 74 LF Architect/LOGGIA GROUP PLLC These Sea Breeze Store Development Services Department EARTHWORK PER CIVIL SHEETS UON. VERIFY & WIDE ADHERED TO PAVEMENT & (2) STEEL 103 Toilet 58 SF 100 1 1 9 LF a atideataharnd prostietanr enperivt a eortauneana, #oRABSEe 250 Madison Street Suite 3 RESOLVE ANY DISCREPANCIES WITH ARCHITECT PRIOR TO REBAR DRIVEN 18" BELOW ASPHALT PAVEMENT 104 Toilet 59 SF 100 1 1 (23 LF Architect Morris Stafford & The Loggia to ARCHITECT: eg ise raoe COMMENCEMENT OF WORK. & GROUTED TO WHEELSTOP. = Group PLLC. These Contract te an es : (360)-344- ape. RESOLVE ANY DISCREPANCIES WITH ARCHITECT SLOPE 2% TOWARD DRIVEWAY, 1:50 SIDE “ on EO uae one : _ nee Consulting only. Authorized use of these 3800A BRIDGEPORT WAY W #2 PERMIT NUMBERS A Ape Mace ial ae ume gate el STE STARE LoS ! a srthe came préledt canstucted bvanark | CONTACT: MORRIS STAFFORD, AIA & PERMIT APPROVLA STAMP: 6. EXISTING CONDITIONS & SURVEY PROVIDED BY 19. PRECAST UNDERGROUND TANKS FOR 108 Walk in Not Placed 300 1 1 44LF other than AHW Consulting requires the | 253-564-1957 OWNER'S SURVEYOR & ENGINEER; ARCHITECT NOT CARWASH RECIRCULATED WATER. SEE CIVIL Freezer services of properly registered Architects 5'- 0" | a 20. GREASE INTERCEPTOR, SEE CIVIL : and Engineers. These plans, or portions a ~498- 7 TRASHCORAL 21. ELECTRICAL METER EMBED RISER IN WALL, Ree al ee CIVIL ENGINEER: | A.D.A. ENGINEERING, LLC 8. MAX 2% MIN 48" WIDE PAVEMENT MARKING SEE NORTH ELEVATION F 00 4” 1 parties above. P.O. Box 847 9. CONC SIDEWALK GRADE @ 2% PATH/ CROSS SLOPE1:50 guy DING DEPARTMENT NOTES: a RITGHEN ai = a : oe a 6p HCP SYMBOL Poulsbo, WA 98370 , ; 19 VY 378" = 41.0" 360-779-6633 OR IDE 1/2" CONST JOINTS @ 30' OC & TOOLED JOINTS 5 Zoning; Prior Approved Design for C-1 District acne se v_% : 4h Copyright sire 10 Fax: 360-779-7031 : a Use: Convenience Store é, (aA) 4/4" = 1-0" 10. STANDARD YELLOW 4" PAVEMENT STRIPPING. ALKYD odes: 2006 International Building Code acc. ACOUSTICAL es @yp FIBERGLASS GYPSUM BOARD (PANELS) STRUCTURAL ENGINEER: RESIN TYPE, READY MIXED, AASHTO M Set Washington State Energy Code, 2006 AFF ABOVE FINISH FLOOR FLUTED 5 SCORE SPLIT FACE CMU GENERAL NOTES 10024 S.E. 240th ST Ste 230 , el ASPH — ASPHALT FOS FACE OF SHEATHING Kent, WA. 98031-5124 WARNING MIN 36° LONG AT ENTRY TO DRIVE/PARKING AREA ee BC BOTTOM OF CURB FOM FACE OF MASONRY WALL eg tm apiieebS tesa’ 253-520-0388 ort Townsend Munici CAB CABINET FOW FACE OF (CMU) WALL Fax: 253-520-0387 12. RECYCLE BIN PER DETAIL 12/A1.2 No. Stories: One P CL CONTROL JOINT (CONCRETE) FOMV FACE OF MASONRY VENEER 2. Owner pays for bldg. permit. Each trade obtains and pays “ 13. ASPHALT PVT FLUSH WITH WALK AT DISABLED ACCESS _aliowed Setbacks: Zero with proir approved buffers on oie eee ones Mg al for other required permits and fees. ee a ARCHITECT: AISLE _ Building Hgt: 18" -5" CONC (PORTLAND CEMENT) CONCRETE = LTGA_—_LIGHT GAGE 3. Each bidder to visit site and become familiar with existing 1231 N. PROSPECT SLOPE @ 2% TO 6" CURB ELSEWHERE “iy dit ‘or to biddi d starti kK o , Construction Type VB CONT CONTINUOUS MAX = MAXIMUM conditions prior to bidding and starting work. TACOMA, WA. 98406 : TT Cw. CARWASH oc ON CENTER 253-678-4173 STORIE DRAINAGE EER CWIL. EE ROOF PLAN AND ° . Occupancy Type a DET DETAIL OHD OVER HEAD DOOR 4. When contractor starts work, they accept substrate S , “Retail: ~M (Mercantile) DR DOOR OC ON CENTER ceed era for pa work | , ; ELEVATIONS. DR DOOR PCP PORTLAND CEMENT . Dim. lines are to face of stud/conc, unless otherwise note ~—Fire separation distance <10<30'Norfh gs Soanseour ry PROPERTY aera cooeram (WON) CONSTRCTION MANAGER: DATES OF APPROVAL All others >30' EA EACH PLYWD PLYWOOD 6. Sub-Contractors shall verify rough-in requirements for Al Wehmhoefer — SITE PLAN KEY NOTES Ext. Walls, Struct Frame, int. bearing walls & E.METER ELECTRICAL METER PNL. PANEL equipment furnished by himself/other contractors. Sete eae aaawe CLINE AP ipsa se A) 1/4" = 1'-0" roof construction NR. a eee on <- 7. Pack around pipes and conductors with UL approved firestop B58 G0 7808 cr AR FR construction around grease duct & hood FBOIC FURNISHED BY OWNER INSTALLED ROW RIGHT OF WAY spray foam insulation where sleeved thru walls, floors, etc. GENERAL CONTRACTOR: - EFAEATE Type | hood to have UL zero clearance to BY CONTRACTOR STF STOREFRONT SYSTEM 8. Repetitive features drawn once shall be completely Saale Envimntnental Sree HEN FERMIT FCB FIBER CEMENT BOARDS T TEMPERED GLASS , ; FEQuUiRED Mounting wall. FCP FIBER CEMENT PANELS TC TOP OF CURB provided as if drawn in full. Services Company ~~~ See occupant load table for exits FE FIRE EXTINGUISHER TS THERMOSTAT 9. Plans shall not be copied or used for construction on other aia ee 5 WA 98368 Proposed Gross Area: 3996 FF FINISH FLOOR TYP TYPICAL site without Architects written permission. (360) seeaaet NBS eW GY Wie Gas island canopy existing i ween OTHERWISE NOTED 10. All work to be warranted min. one year from date of Fax: (360) 379-9395 Parking stalls provided 17, one is an accessible van WNDW WINDOWS) substantial completion, except as noted. B y i \ stall. 11. Contractor to verify all dimensions and conditions, = i report any discrepancies to Architect for resoiution prior to : : —_ a #@, BUILDING DEPARTMENT NOTES —, ABBREVIATIONS ; . Drawing List a \ a a (aan proceeding with affected work. : , Fi | \o — 1a" = 1'-0 es) 12.No worker shall enter site without prior instruction and knowledge of sheet | | 7 Unga 170 PAINT EXIST WISHA construction safety regulations. Such regulations shall be posted on Numbe | Sheet Issue Current evision \e i1 WaK | DECK. SEE CIVIL STORE EXT WALLS site. Fall arrest anchors shall be attached and positioned in accordance = Sheet Name Date Revision | Description mn i ye shee Fees SHEETS Sw angen CLeLGeS with manufacturers instruction. Use type that fasten around trusses, not 6 od a _ MAUVE. FASCIA lagged into top chord of trusses. A141 |TITLE SHEET & SITE PLAN 5/5/10 | “i ; ee ; ; , _ ; . Cy, WOOD FENCE. ON WALL - SITE WALLS SWOO23 PEWTER 13. Architect has no responsiblity for on site construction sequencing, A12 SITE DETAILS 5/5/10 | —€ ee aa al W200.26' —_ RUNNING TRH RAGING SOUTH SEE cv SHEETS TANKARD 7 coordination or saftey. 13 GENERAL CONDITIONS 5/5/MO ¥ ® % oe ie ee ————— an 14. Where specifications do not indicate, provide industry standard materials ‘ | WOOD FENCE IN GROUND “tS Hf _- rn ns io ~ ria SZ and installation in accordance with manufacturer's printed specifications, A2.1_ MAIN FLOOR PLAN 5/5/10 = \ . = : national standards such as ANSI and ASTM, and published trade association A2.2 REFLECTED CEILING PLAN 5/5/10 a i \ YX ath ae PACs , wy > installation specifications. If there is any question arising regarding these A23 EQUIPMENT PLAN 5/5/10 | KOGE OF + =) oO oe ve S x 4 Pour Merits notify Architect prior to proceeding with work. A24 ROOF PLAN 5/5/10 | EXIST. PAVEMENT ~ a] i fpRIFSO" Al OP | —_—* A3.1__ | ELEVATIONS (5/5/10 | >} at | oP eT “eZ | A3.2 ELEVATIONS 5/5/10 7 SET BLDG LINE WITH os - | 0 Ae A414 BUILDING SECTIONS 5/5/10 PILASTER POOTING | OO O—- “OH i a A5.1_|WALL SECTIONS 5/5/10 | © SH : | ' lui AB) GENERAL NOTES A5.2 WALL SECTIONS 5/5/10 . oS te eet Sant —; 1/4" = 1'-0 A5.3 | WALL SECTIONS 5/5/10 K | 28 TAPER FLusy | CIMY YARD WALL — A6.1 DETAILS 5/5/10 | wu bol, Ube a A6.2. HOOD DETAILS 5/5/10 ny, rT 7 ies A7.1 SPECIFICATIONS 5/5/10 oD rl k eed E2.1. ELECTRICAL & LIGHTING 5/5/10 a Y : or ease & w{ sma Lt LANDSCAPE PLAN 5/5/10 ! = 63 > wiTH zea 16P L2_ LANDSCAPE DETAILS 5/5/10 a = a Yi | | ly TaROOF Bode a PAINT EXIST P11 PLUMBING PLANS 5/5/10 Y¥ wri ye KL OB BQilAReE pe CANOPY FASCIA i I SO STRUCTURAL NOTES & 5/5/10 Oo! a TAPER TO ' | uu 2 FOOLED IOINTS | | | 6° CURB SWAOCO2 CHELSEA , | SPECIFICATIONS “D z fa wichemeys $0.1. |STRUCTURAL NOTES & 5/5/10 H a Ar 2} DETAILS | — ! - | a 2 S0.2 TYPICAL DETAILS © 5/5/10 — Ais g S1 FOUNDATION PLAN 5/5/10 w $2. FRAMING PLAN 5/5/10 | =200.17 io S3_ DETAILS 5/5/10 ' | S4. DETAILS 5/5/10 - fe) H Qe) re) ia S5 DETAILS 5/5/10 nei? x a ie S6_ DETAILS 5/5/10 - g /) S7 DETAILS 5/5/10 — S 95. S _— SEE CIVILFOR ; i 5235, =/ DEMOLITION OF os) t SEE ALSO CIVIL DRAWINGS SHEETS 1-8; ADA ENGINEERING, POULSBO, WA “WE 171.49 bo Gy _/ EXIST. BLDG Vv i = iN ry) ) H off @) 6) — i m% ! © ] sh - os —b- | ay, ABBREVIATIONS ON SITE PLAN: FOS FACE OF SHEATHING — FOM EAGE OF MASONRY WALL — | FOMV FACE OF MASONRY VENEER ee Me —— cu 48 «GAR WASH Sing y a ee pepoven = r en NOTICE: Plans are approved excepting Date: —2 - ior a a ee POWER any errors or omissions. All work must remit elo Ir te iy ie tt \W ie in) Sep, C) POLE TELEPHON pass Inspection in conformance with By: / HL } } = = al ao a Y Boon all applicable codes and regulations. 7 —~Filding Official In) i | ae - ———— a rot CITY OF PORT TOWNSEND UU oy) Oo PROPOSED SEA BREEZE STORE a a ee ELD |0~ los Ep, Site Plan tee . 8D) q® ™ a." a As S; . } 5 FILE COPY (7 REVISIONS NN 42232 CHARI REGSTERED ARCHITECT LLY) OTATEORLASNGTCN ‘ es : i, a l a, \ Zz , Z S if a Z < scunil Oo Lu - @ YW OF |B Y) 2 — Z Lu Ne jw ® 2 LL os Y me, jw Oss |E M58 Ie X y, CMS 5/5/10 SCALE As indicated 0819 (7 NN A1.1 ~ Y/ BL D I O - I O 2 R FI L E CO P Y CB SCHEDULE cB# | RIM | 1EIN | 1EOUT | COVER 1 | 197.00 | 196.00 | 195.90 | 1.00 2 | 197.90 | 195.20 | 195.10 | 2.70 i 3 | 198.50 | 194.40 | 194.30 4.10/ 4 | 197.90 195.20 2,70 5 {98.70 194.40 /A30 6 198.40 193.60 | 193.50 / 4.80 7 149.00 193.10 | 193.00/] 5.90 8 194,40 J 193.00 195.50 1.90 O/W SEP XI 193.00 198.00 9 Kad60\ 195.20 385.10 1.10 =e QY > 0.00 TARGET | 196.46 90)/i9276 | 3.66 ALL CATCH BASINS SHALL BE ANDARD GRATES PIPESCHEDULE PIPE # LeneTi{ te/n ie\0UT SLOPE DIAMETER 1 | iss. 964 195\20 0.0113 12 2 70 hao ap, 0.0100 12 3 82 /| 195.20 ] (18440 \| 0.0098 12 4 Es 5.00 | A94.40 |\0.0107 6 5 AE 0 | 193.60 o\goss 12 9 18 193.00 193:00-4/— ) 4g 10 27 195.50 | 195.20 e111 12 11 37 195.10 | 192.80 |o.062162} 12 WN ~~ 7 EXIST. WOOD FRAME BUILDING ——~-} 4 ¥q | = AN " ~ wow SM GOPING, 3” SIDE WITH DRIP pee | oe oem OS a — | I | ae) + io | | rn ie | r by wn Y 197.00 : PAVEMENT SURFACE ELEVATION VARIES | | 2” ASPHALTIC_ CONCRETE Mii liga” QOGGOGOEGSGGGGGCZ k | 1 TO PROPOSED HDPE PIPE > a WITH DAYLIGHT AND TRASH RACK | IE=203.9 | ban « ; | 196.00’ TOP AF GRAVEL &p __ | 195.00" _ ERFLOW_ ELEVATION | ang ALB. | FILTER FABRIC SHALL BE om oe | STORM | INSTALLED DIRECTLY ABOVE, o L | | Sa CLEANOUT | BELOW, AND ON ALL SIDES + ! OF THE NO = +6" TALL STAINED J en ae STORAGE = ND WALL ac | CEDAR BOARD FENCE ? : | = © | BEGIN STA 0+31 5 WALL A STA 0+90 a 1 ! STA us ND STA 1+78 Baa A RASE=198.0 BASE=198.0 it isk ss 7 DECK i‘ WING WA | 3. 10° : = —— EG | 200.46 Co, 75 7 | STA O+35 REFUSE 2 | 12" 8, CORR , | 5 eEeS_/) | oS AREA | 5 OF | , : ca / Y CB #5 \5@.! HS Ke) PIPE_#7 a SY 193.00" = O = QP pipe 45 : < ca Bi 9S. A eee “7 ar is (al 5 RUNOFF STORAG ’ | Y ov r weal 7 ae" : al Y | 40% VOIDS - ‘ir $199.1 S wot Df PK F of | a | K< Z INFILTRATION TRENCH r [ ® NEW a 3 ak | NATIVE. SOIL DETAIL | KO ¥ et oS: | . STORE | : 3 & 2 . . | Y ls 5 | & | PIPE. MODEL | (7 | ® ; . = FPstg2./ | i‘ 577-S_1000 aun vie | [/ Jv ie a CMU WALL~_ SEPARA[OR i Mm! | wp PX | Me Y ; aw fom | r WELDED STEEL FRAME; 9 9=——~—~ ~_|eSaerSRSonicn =U = ‘. Y vl voy ty a POWDER COAT] fTeoeeNe ~< a Ne) KD” v b ¥ — voy ; << 7 EA i = = > “|| ,DCl—oee " 1/8” STEEL PANELS AN SSH >! «| ‘ Y + Z oc dag! | B (4) EA, PER DOOR _ ~ «| | DS Ds | 4 YG | a1 ' 4 PATTERN = - = O _— PIPE #41 TBM CB #4 ol res UJ - | n> y NORTH EAST CORNER a STEEL PIN HINGES Mm! a = | CB #3 198.67 OF EXISTING FUEL ia LIFT OFF WITH SET mM va VY —ISLAND=198.07 SCREWS, (3) PER DOOR! oooh Tal | Ty : ! TYP— LEAF, PROVIDE | J} or | v DRAIN an WY (4) TOTAL (2 PAIR) a a7 + DROP P IN LOCK 318 . SO ey LY in INTO PVMT g x — v ‘t : a: | 5 BET G x a gin . L | | {99.4 Ss o=— — | cH x v | | ¥+X198.9 | 7 — vie No CY x v v wv '®) | ~ * / | Y v : Y A | CB = x voy | 2) RIM=200.77 + i | es) INSTALL TYPE 1 CB os . ON EXISTING SD LJ wh | ‘ = + 22GA BAKED ENAMEL > _ 1e=196.2 fh ; “oe - Mm COPING MATCH BUILDING TRIM 35 FIELD VERIFY 7 ie =e an Jo rH 7 COLOR, SLOPE TO INTERIOR Se sp \. voy Lo Y +, PT. 2X GROUND —so— _S PIPE #1 cB #1 id BOND BEAM 32” 0.C. W/ ite nh = Py EX.| CB (1) CONT...#5, HOOK AT ENDS CONCEALED CLIPS ~~ “Sp — a 7 — RIM=195.4 RETURN 6° — ; 2 lE=194.31 6'_8 #5 BARS @ 32” O.C. VERT. ~ v wv eS < - _ on = , v Cc — 1 ” i —Hegen? —~Ss- = wow — ee | SOLID GROUT WALL PROPERTY HINE. __ —Y Vv v Vv Vv Vv eos = ADJOINING LOT LINE ———~ — + ow Noone ‘ - 8 X 8 X 16 CMU NORMAL WT BLOCK ——— EDGE OF ASPHALT Lg oot eee Seu | EDGE OF LANDSCAPING =. __ doe W——————-W- EXISTING WATER LINE YY wy vy YOR Ly = Ee Ss Py, 3 __ ) Waa STUB OUT OF RETAINING WALL eee Cen Hike oe ~N RIM=195.81 a | 3000 PSIL CONCRETE FTG SSO ee ee oe ene IE=194,31 ray (a #5 BARS CONT. HORIZ. sees csmeeecees ee, sunsbaeoe 4 — CENTER LINE OF DITCH 2? = -(2) ROWS #5 BARS, 24” O.C. ee EDGE OF GRAVEL ROAD WA y oe POWER a @ POWER POLE ~ es 15” POLE Silt — CB 8 op 12 Cup mM CB TYPE | ce ea Ra i eats Se _ BURSTS non = IE=193.16 (IN ~ © SEWER MH ALL ON-SITE EXISTING _—— nena IE=192.76 coun ra @ rine vbr ASPHALT SHALL BE REMOVED ee ; eeyiis an 20 0 20 40 60 tt ee > WATER VAtYE~ = : = = RIM=196.08 (P] POWER VAULT — —, See a —L tt: IE=188.98 CMU WALL M TELEPHONE PEDESTAL — — Scal {a 20: oe Ree cae — Cae tS ee RETAINING WALL NEW MANHOLE —~—_ WALL A’ PROFILE WALL B) PROFILE HORIZONTAL SCALE 1”=20' HORIZONTAL SCALE 1”=20’ 205 VERTICAL [SCALE_1”=4' 205 COS} __VERTICAL SCALE 1”=4’ 205 GY MALL UME GHILE YUKU is YL. SOP L203 BALLS LLL Yh CLL CLLLELL LLL LL TOP=202.5 Eee ee errs eee 2 PROFILE 200 H==5’ in e: 200 200 200 Yo H=BS BASE=198.0 SI, BASE Z H=100’ We Se Jr Sef Jo NAN LS JN LT TORN Lo % 5 — 7// VN Z NSS bi ae VV 7 7 YvVpy 7 VN So. WSe N\ ° N 195 6'_ TALL STAINED BASE=195.0 x 195 195 ; BASE=195.0 — |195 . CEDAR | BOARD FENCE | i 7/7 ~*~ 3 a BEGIN STA 0+31 1 og” = = ’ - {O~ 6’ 8” TALL CMU WALL hcuas BASE=193.0 NAVD ‘88 : BEGIN ‘STA 0+00 J 190 END! STA 0431: 190 190 | 190 1+80 1+60 1+40 1+20 1+00 0+90 0+80 0+60 0+40 0+20 0+00 1+80 1+60 1+40 i+20 1+00 0+80 0+60 0+40 0+20 0+00 > BOND BEAM 32°-0.c. W/ af 1) CONT.,,#5, HOOK AT ENDS RETURN 6° x 6'’—8” 4 CMU WALL al STA 0400 TO STA O+31— CF 7 22GA BAKED ENAMEL COPING MATCH BUILDING TRIM COLOR, SLOPE TO INTERIOR PT. 2X GROUND CONCEALED CLIPS 4.) ~—#5 BARS © 32” O.C. VERT. SOLID GROUT WALL | hg X 8 X 16 CMU NORMAL WT BLOCK [#5 BARS 24”, 12” STUB OUT OF RETAINING WALL —~—=——- RETAINING WALL | d | | oe E~pars—] || 7 ty \ Ges V7 \X 7/7 \ H J// \ 17 \* | J ——B=—| J f ! F—BARS / t TYPE_ Il H IAl B [cl lO E-BARS | F—BARS PRESSURE 5’—0” | 8 | 2’—-1"] 8 {| 1170 P.S.1. | #3-12" 0.C. [| #3-12° 0.€. 8-0" 112] 3°—7"| 8 | 1825 PSI. 1#3-11.5 0.C.] #3-8" O.C. 10’—0" 112] 4°-7" |] 8 | 2230 P.S.I. #4—-10° 0.C. #5—11" 0.C. REVISED 08/09/10 PER CITY REDLINES REVISED 07/08/10 PER CITY REDLINES REVISED 05/10/10 PER ARCHITECTURAL UPDATE NAGRA, INC. (C/O: AL WEHMHOEFFER) STORM DRAINAGE PLAN RETAINING WALL PLAN, PROFILE AND DETAI LS CITY OF PORT TOWNSEND SECTION 10, TOWNSHIP 30N., RANGE 1W., W.M., JEFFERSON COUNTY, WA adalic@embarqmail.com fr 5 A.D.A. ENGINEERING, LLC P.O. BOX 847 POULSBO, WA 98370 PHONE: (360) 779-6633 B.I. PHONE: (206) 842-6123 FAX: (360) 779-7031 DRAWN: TJC /JJH CHECKED: HAA SCALE: 1”°=20’ JOB NO.: O8B—E6199 DESIGN: JJH DATE: OCT. 2008 SHEET 4 OF 8 FILE NO.: 19.24 q A1.2 } CL No MODEL: TB3 lw 2-3/8" O.D. aaa 0-8" MFEGR: SCHED 40 PIPE _-~ SIGH @ONTERLES: _-~ EXTRUDED CONC. CURB CAT pip ba CREATIVE PIPE HOT DIP GALV : "STATE DISABLED y, or ~ PARKING PERMIT ; Lae REQUIRED" o Ts a | | | = 1 LOOT OO M z ' gt By a _ | Tw] AVAIL FROM: cS \ oy) fs pe | Mii =. c Fee a,c | i—— REBAR PIN ‘ | WML. | CA ss CADE |] WHITE ON BLUE BACKGROUND mS to | RECREATIONING. |b mMouNTING PLATE oye EP | : UNIV. PLACE a eee ~ es: -—~ ADHESIVE = s _ 367%. GA . . —- FINSH GRADE ; ae | |I=888=-28C-8xp 0 f EMBED IN THICKEND fo nee ool OX. | r———~ CONC, CURB \ SLAB : d | | |] | AT SS \ | i | EXTEND STEEL POST 2' INTO CONCRETE Lt US No PAVING : wy : | ar al \ ~ —— 2 gy Yy Yj | D 4 i a | P: es | | / A “ius, - Y Wf | i fo | /; % ~~~ UNDISTURBED OR . bs - / , { | * COMPACTED EARTH — KS re a i 4 SIGNAGE CHARACTER NN 2. Q" 3° 6" 4°." 5'-6" Pen og 6-0" 2'-O" 6'- 0" 2.0" } | f= | | PROPORTION: 4:5 STROKE 7 PLACES AS DIRECTED | WIOTHHEIGHT RATION 11 ~~ SUB BASE INONE LOCATION ee 4p Sitting Wall Plan ap Bike Rack 4» HCP Sign SITE CONC CURB-MONOLITHIC AA fT ' wt BA) H 1 et 4A)— Ww ' " 6A Ht H S* 3/8" = 1'-0 SS 3/8" = 1'-0 — 1/4" = 1'-0 3/4" = 1'-0 1X4 CEDAR BOARD 1-0" Se BRACKET —— wi - | 2X4 PT RAIL eh — WW i, |<< GALV STEEL LINE POST HIGH WALL BEYOND a Fo i -BIDDER DESIGNED PER — LOW WALL i ee id STRUCTURALS o LO ww HIGH WALL x bo 4X4 CEDAR BOARD , é ra > MASONRY CAP ON . ae = ag fy / rs SECTION OF WALL o ao 6 |. ies 2X4 PT RAIL / / y, _ re : . ip oe wu ff fy we SOLDIER COURSE ii BOLLARD aN GALV STEEL SLEEVE % if / / / 0'-11-7/8" w SUBMIT tt 6 / ‘ LOW WALL PRODUCT with ° YS oe DATA/SHOP nr = JUVE TTT iat Tt ia DWGS an RETAINING WALL . " | | | WARY, Zz OR CONCRETE LU LWA Cs = : : | i = fie © SS <a al [ZAA —TT1 Ci ft——TT TFT TT TT I ee ee 2 227 Og Met ee ae | [TI iz | Oi —+| | |= || —— —|| |= I | | ai J ve | |— i —y Ti pare | ae ee | UO SET IN CIP “5s | wi us | | | >—| |=) CONC. WITH FENCE DETAIL 7 2 | PE tt It i tI) DRIFT PIN w= 4g «0 eee = — =| 3/4" = 1'-0 ae nes ee ee ee : - - | | Qe} | er] |= | ez | | = 9 _ - al eet Le Li tS __-——~ LABELED SINGLE ENCLOSURE BIN PE VE VIEW OF SITTING WALL —j 1 | aa at cae —i il & ZZ MULTIPLE STACKING UNITS s ae PERSPECTIVE OF SITTING —— | See | Ee HEF fc im rarer 2 NOT PERMITTED. PROVIDE WITH seen neve FT Peer ait — puss INTERNATIONAL RECYCLE SYMBOL agg i i L | | 4B) sng _ © PLASTIC “i DEFERRED ° INSTALL EYE BOLT IN CONCRETE = & CHAIN RECYCLE BIN, PROVIDE —o'-8" a GLASS PADLOCK & 3 KEYS _—— EXTRUDED CONC. CURB VICINITY =, BOLLARD MAP B34" = 1-0" PROVIDE (ONE) AT MAIN ENTRY __-— WOOD SLAT BENCH BY 4a " s ey : PER FLAN / MFGR PRE FINISHED 7 \ NATURAL WOOD VARNISH 2 = ff 6 - 0" -1— REBAR PIN y Y a 4c RECYCLE BIN - _ 4 __ 4 a ee ee — 2" = 1-0" HH ADHESIVE | RS = — (2) BENCHES ALONG | SIDEWALK PER PLAN a ae ! : | PAVING C.c ble Product Request \ ; . Comparabie rroauc uests: —— nf AS po fa —_ . ee ee! a ar = ONE BENCH LOCATED UNDER COVER 4. Submit four copies of each request for comparable product. NEAR FRONT DOOR PER PLAN 1- 6 " . . ee e | | h | i ae | N THN | | I \ | | \ | fo | | | | | | | NS BOLT LEG TO PAVEMENT ~~ STEEL SUPPORTS, BLACK 6 | | | | POWDER COAT BY MFGR @@) BENCH WOOD & STEEL | | , 1/2" = 71'-0" Submit invoices to show cost of products furnished SECTION 07100 - SUMMARY A. Project: Sea Breeze Convenience Store B. Owner: Nagra Inc. C. Architect: The Loggia Group PLLC D. Contractor: Pacific Environemental E. The Work consists of Replace existing store on the East side of the site with a new store on the West side of the site . F. Owner-Furnished Items: The following products will be furnished by Owner and shall be installed by Contractor as part of the Work: 1. General Contractor to coordinate installation of food service & Gondola equipment, supplied by others G. Work Under Other Contracts: 1. Kitchen Equipment not bolted into place. Carwash equipment except GC to install electrical panelboard for carwash equipment room, and provide wiring for carwash equipment. H. Contractor's Use of Premises: During construction, Contractor will have full use of building indicated. Contractor's use of premises is limited only by Owner's right to perform work or employ other contractors on portions of Project. and as follows: 1. Owner will occupy site for fueling during construction. Perform construction as scheduled in writing with Owner. Clean up work areas and return to a useable condition at the end of each work period. |. Carwash equipment to comply with State WAC noise limits in place at the time of occupancy. GC to manage sound testing to be paid for by carwash equipment installer. GC to make carwash available for necessary corrective measures should sound measurement exceed State limits. A report is available from the Architect by Accoustical Engineers to guide the installation of Carwash Equipment. The burden of compliance will be upon the Carwash Equipment Supplier, who shall also be the installer of the equipment. Blower to be installed 3' clear inside overhead door opening. in the case of conflicting specifications the most restrictive shall apply. SECTION 01200 - PRICE AND PAYMENT PROCEDURES 1.1 ALLOWANCES A. Allowances shall include cost to Contractor of specific products and materials selected or ordered by Owner under allowance and shall inciude taxes, freight, and delivery to Project site. Include the allowances provisions in the Contract Sum: 4. Allowances: List specific items and the sums for the purchase and delivery of items that cannot otherwise be fixed in the construction contract. Include installation of items in contract price Obtain three proposals for each allowance and submit to Construction Manager with recommendations. Purchase products and systems selected by Construction Manager. Advise Construction Manager of the date when selection and purchase of each product or system described by an allowance must be completed to avoid delaying the Work. 4 under each allowance. Reconciliation of Allowance amounts with actual costs will be by Change Order. 1.2 ALTERNATES A. An alternate is an amount proposed by bidder for certain work that may be added to or deducted from the Base Bid amount if Owner accepts the Alternate. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate the Alternate into the Work. No other adjustments are made to the Contract Sum. B. Indicate on the Bid Form amounts to be deducted from or added to the Contract Sum in the following format: 1. Alternate Number 1: 5/8 fiber cement lap siding in lieu of 5/16” fiber cement iap siding 2. Alternate Number 2: Ceramic tile flooring in lieu of vinyl tile flooring 3. Alternate Number 3:: Ceramic tile on solid backing over GWB, in bathrooms in lieu of FRP, floor to ceiling. Include Cement backer board on interior face of exterior walls of Toilet rooms. 4. Alternate Number 4: Proprietary Pre fabricated Pitch Pockets & Vent Flashings by roofing migr. in lieu of curb type shown. Included in Roofing Mfgr & GC Roofing warranty. 5. Any alternative not solicited by the Construction Manager (CM) may be disregarded at the discression of the CM. 1.3 UNIT PRICES A. A unit price is an amount proposed by bidders and stated on the Bid Form as a price per unit of measurement for work added to or deducted from the Contract Sum by appropriate modification, if estimated quantities of Work required by the Contract Documents are increased or decreased. Bidders shall indicate on the Bid Form unit prices only for prior approved items of work. B. Unit prices include all necessary material, plus cost for delivery, installation, insurance, applicable taxes, overhead, and profit. 1.4 CONTRACT MODIFICATION PROCEDURES A. On Owner's approval of a proposal from Contractor on AIA Document G709, Construction Manager will issue a Change Order on AIA Document G701, for ail changes to the Contract Sum or the Contract Time. B. When Owner and Contractor disagree on the terms of a proposal, Construction Manager may issue a Construction Change Directive on AIA Document G714, instructing Contractor to proceed with the change, for subsequent inclusion in a Change Order. Construction Change Directive will contain a description of the change and designate the method to be followed to determine changes to the Contract Sum or the Contract Time. Any approved change requiring changes to the plans or specifications are to be forwarded to the Architect by the General Contractor (GC). The architect will advise the CM & GC as to the time & impact of revisions and when approved by the Owner, issue revisions to suit. Any changes made without review and revisions issued by the Architect shall be at the GC’s sole risk, including corrective measures that may be necessary as a remedy. 1.5 PAYMENT PROCEDURES A. Submit a Schedule of Values at least 10 days before the initial Application for Payment. Break down the Contract Sum into at least one line item for each Specification Section in the Project Manual table of contents. Coordinate the Schedule of Values with Contractor's Construction Schedule. 4. Round amounts to nearest whole dollar; total shall equal the Contract Sum. 2. Provide separate line items in the Schedule of Values for initial cost of materials and for total installed value of that part of the Work. B. Submit 3 copies of each application for payment on AIA Document G702/703, according to the schedule established in Owner/Contractor Agreement. 1. With each Application for Payment, submit waivers of mechanic's liens from subcontractors, sub- subcontractors, and suppliers for construction period covered by the previous application. 2. Submit final Application for Payment after completion of Project closeout procedures with release of liens and supporting documentation. a. Were used, include consent of surety to final payment on AIA Document G707 and insurance certificates. b. Submit final meter readings for utilities, a record of stored fuel, and similar data as of the date of Substantial Completion. SECTION 01300 - ADMINISTRATIVE REQUIREMENTS 1.1 PROJECT MANAGEMENT AND COORDINATION A. Coordinate construction to ensure efficient and orderly installation of each part of the Work. B. Conduct progress meetings at Project site at regular intervals but not less than biweekly. Notify Owner and Architect of meeting dates, times & agenda items. Require attendance of each subcontractor or other entity concerned with current progress or invoived with planning or coordination of future activities. 4. Record minutes and distribute to each party present and to parties who should have been present. 4.2 SUBMITTAL PROCEDURES A. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. 4. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals. 2. Architect will return submittals, without review, received from sources other than Contractor. 3. Identify deviations from the Contract Documents on submittals. 4. Submit four copies of each submittal. 2 | A OT ~ | {| —— PRECAST CONCRETE BENCH & LEGS WITH SKATEBOARD STRIPS 6" DEEP CONC. ANCHOR DEPTH OF -BENCH-CONCRETE BENCH DOWEL & GROUT TO BENCH LEGS } a = 4'-O" B. Place a permanent label or title block on each submittal for identification. Provide a 6- by 8-inch (150- by 200-mm) space on the label or beside title block to record review and approval markings and action taken. Include the following information on the label: 1. Project name. 2. Date. 3. Name and address of Contractor. 4. Name and address of subcontractor or supplier. 5. Number and title of appropriate Specification Section. C. Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect. D. Architect will review each action submittal, make marks to indicate corrections or modifications required, stamp and mark as appropriate to indicate action taken, and return copies less those retained. E. Contractor's Construction Schedule Submittal Procedure: Submit four copies of schedule within ten days after date established for Commencement of the Work. 1.3 ACTION SUBMITTALS A. Product Data: Mark each copy to show applicable choices and options. Include the following: 1. Data indicating compliance with specified standards and requirements. 2. Notation of coordination requirements. 3. For equipment, include rated capacities, dimensions, weights, required clearances, and furnished specialties and accessories. B. Shop Drawings: Submit Project-specific information drawn to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. Submit four opaque copies on sheets at least 8-1/2 by 11 inches (215 by 280 mm) but no larger than 24 by 36 inches (762 by 1067 mm). Architect will return at least one copy. Include the following: 1. Dimensions, fabrication and installation drawings, roughing-in and setting diagrams, and relationship to adjoining construction. 2. Identification of products and materials. 3. Wiring diagrams showing field-installed wiring. 4. Notation of coordination requirements. 5. Notation of dimensions established by field measurement. C. Samples: Submit Samples finished as specified and physically identical with material or product proposed for use. Where variations are inherent in the material, submit three sets of paired units to show full range of variations. Include name of manufacturer and product name on label. 1.4 INFORMATION SUBMITTALS A. Qualification Data: Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. B. Product Certificates: Prepare written statements on manufacturer's letterhead, including signature of entity responsible for preparing certification, certifying that product complies with requirements. 1.5 DELEGATED DESIGN A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated. 1. lf criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to Architect. B. Delegated-Design Submittal: In addition to Shop Drawings, Product Data, and other required submittals, submit four copies of a statement, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor, to be designed or certified by a design professional. 1. Indicate that products and systems comply with performance and design criteria in the Contract Documents. Include list of codes, loads, and other factors used in performing these services. 1.6 CONTRACTOR'S CONSTRUCTION SCHEDULE A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal Gantt-chart-type schedule within 10 days of date established the Notice of Award. B. Time Frame: Extend schedule from date established for the Notice to Proceed to date of Substantial Completion. 4. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order. C. Distribute copies of approved schedule to Owner, CM, Architect, subcontractors, testing and inspecting agencies, and parties identified by Contractor with a need-to-know schedule responsibility. D. Updating: At monthly intervals, update schedule to reflect actual construction progress and activities. issue schedule one week before each regularly scheduled progress meeting. 1. As the Work progresses, indicate Actual Completion percentage for each activity. E. Revise the schedule after each meeting or activity where revisions have been made. As Work progresses, mark each bar to indicate actual completion. Distribute updated copies to same parties. SECTION 01400 - QUALITY REQUIREMENTS 1.1 SECTION REQUIREMENTS A. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1. Testing and inspecting services are specified in other Sections of these Specifications, or on the drawings or are required by authorities having jurisdiction and shall be performed by independent testing agencies. 2. Where quality-control services are indicated as Contractor's responsibility, engage a qualified testing agency to perform these services. 3 Contractor is responsible for scheduling times for tests, inspections, and obtaining samples and notifying testing agency. 4. Retesting and Reinspecting: Contractor shall pay for additional testing and inspecting required as a result of tests and inspections indicating noncompliance with requirements. B. Submittals: Testing agency shall submit a certified written report of each test and inspection to Contractor, CM, Owner, Architect, and to authorities having jurisdiction when they so direct. Reports of each inspection, test, or similar service shall include the following: 1. Name, address, and telephone number of testing agency. 2. Project title and number. 3. Date of issue. 4. Dates and locations of samples and tests or inspections. 5. Record of temperature and weather conditions at time of sample taking and testing and inspecting. 6. Names of individuals making tests and inspections. 7. Description of the Work and test and inspection method. 8. Complete test or inspection data, test and inspection results, an interpretation of test results, and comments or professional opinion on whether tested or inspected Work complies with the Contract Document requirements. 9. Recommendations on retesting and reinspecting. 10. Name and signature of laboratory inspector. C. Testing Agency Qualifications: An independent agency with the experience and capability to conduct testing and inspecting indicated; and where required by authorities having jurisdiction, that is acceptable to authorities. D. Testing Agency Responsibilities: Testing agency shall cooperate with Architect and Contractor in performing its duties and shall provide qualified personnel to perform inspections and tests. 1. Agency shall promptly notify Architect and Contractor of irregularities or deficiencies in the Work observed during performance of its services. 2. Agency shall not release, revoke, alter, or increase requirements of the Contract Documents nor approve or accept any portion of the Work. 3. Agency shall not perform any duties of Contractor. E. Auxiliary Services: Cooperate with testing agencies and provide auxiliary services as requested, including the following: 1. Access to the Work. 2. Incidental labor and facilities necessary to facilitate tests and inspections. 3. Adequate quantities of materials for testing, and assistance in obtaining samples. 4. Facilities for storage and field curing of test samples. 5. Security and protection for samples and for testing and inspecting equipment. F. Special Tests and Inspections: Owner will engage a qualified testing agency to conduct special tests and inspections required by authorities having jurisdiction. G. Special Tests and Inspections: Conducted by a qualified testing agency as required by authorities having jurisdiction, as indicated in individual Specification Sections. H. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. ——— SUB BASE SITE CONC CURB ha rx 4D} Sazoedl 3/ ¥E = 4'-0" SECTION 01420 - REFERENCES 1.1 GENRAL REQUIREMENTS A. Publication Dates: Comply with standards in effect as of date of the Contract Documents, unless otherwise indicated. B. Abbreviations and Acronyms: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list available from the Architect and may be emailed to the General Contractor SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS 1.1 SECTION REQUIREMENTS A. Use Charges: Cost or use charges for temporary facilities shall be included in the Contract Sum. B. Use water and electric power from Owner's existing system, where appropriate or available without metering and without payment of use charges. C. Electrical Service: Comply with NEMA, NECA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70. 1.2 EQUIPMENT A. Heating Equipment: Unless Owner authorizes use of permanent heating system, provide vented, self- contained heaters with thermostatic control. 1. Use of gasoline-burning space heaters, open-flame heaters, or salamander-type heating units is prohibited. 2. Heating Units: Listed and labeled, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. 1.3 TEMPORARY UTILITIES A. General: Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services. B. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking-water fixtures. Comply with regulations and health codes for type, number, location, operation, and maintenance of fixtures and facilities. C. Sanitary Facilities: Use of Owner's existing toilet facilities will be permitted, as long as facilities are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restore these facilities to condition existing before initial use. D. Heating: Provide temporary heating required for curing or drying of completed installations or for protecting installed construction from adverse effects of low temperatures or high humidity. Select equipment that will not have a harmful effect on completed installations or elements being installed. E. Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations, inspections, and traffic conditions. 1.4 TEMPORARY SUPPORT FACILITIES A. Provide field offices, storage and fabrication sheds, and other support facilities as necessary for construction operations. B. Provide waste-collection containers in sizes adequate to handle waste from construction operations. Collect waste daily and, when containers are full, legally dispose of waste off-site. Comply with requirements of authorities having jurisdiction 1. Utilize recycling services when available within a 10 mile radius or within the City Limits, or whenever required by ordinance. C. install project identification and other signs in locations approved by Owner to inform the public and persons seeking entrance to Project. 1.5 TEMPORARY SECURITY AND PROTECTION FACILITIES A. Provide temporary environmental protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects. B. Provide measures to prevent soil erosion and discharge of soil-bearing water runoff and airborne dust to adjacent properties and walkways, according to requirements of authorities having jurisdiction. C. Provide temporary enclosures for protection of construction and workers from inclement weather and for containment of heat. D. Provide floor-to-ceiling dustproof partitions to limit dust and dirt migration and to separate areas occupied by Owner from fumes and noise. E. Comply with requirements of authorities having jurisdiction for erecting structurally adequate barricades, including warning signs and lighting. F. Furnish and install site enclosure fence in a manner that will prevent people and animals from easily entering site except by entrance gates. G. install and maintain temporary fire-protection facilities. Comply with NFPA 241. 41.6 TERMINATION AND REMOVAL A. Temporary Utilities: At earliest feasible time, when acceptable to Owner, change over from use of temporary service to use of permanent service. B. Remove temporary facilities and controls no later than Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to Owner. SECTION 01600 - PRODUCT REQUIREMENTS 1.1 SECTION REQUIREMENTS A. The term "product" includes the terms "material," “equipment,” "system," and terms of similar intent. B. Product Substitutions: Substitutions include changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor after award of the Contract. 4. Submit four copies of each request for product substitution. 2. Submit requests within five days after the Notice of Award. 3. Do not submit unapproved substitutions on Shop Drawings or other submittals. 4, \dentify product to be replaced and show compliance with requirements for substitutions. include a detailed comparison of significant qualities of proposed substitution with those of the Work specified, a list of changes needed to other parts of the Work required to accommodate proposed substitution, and any proposed changes in the Contract Sum or the Contract Time should the substitution be accepted. 5. Architect will review the proposed substitution and notify Contractor of its acceptance or rejection by memorandum to Construction Manager (CM). Do not submit unapproved products on Shop Drawings or other submittals. 2. Identify product to be replaced and show compliance with requirements for comparable product requests. Include a detailed comparison of significant qualities of proposed substitution with those of the Work specified. 3. Architect will review the proposed product and notify Contractor of its acceptance or rejection. D. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft. Comply with manufacturer's written instructions. 1. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction spaces. 2. Deliver products to Project site in manufacturer's original sealed container or packaging, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. 3. Inspect products on delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected. 4. Store materials in a manner that will not endanger Project structure. 5. Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground, with ventilation adequate to prevent condensation. E. Warranties specified in other Sections shail be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract Documents. 1.2 PRODUCT OPTIONS A. Provide products that comply with the Contract Documents, are undamaged, and are new at the time of installation. 1. Provide products complete with accessories, trim, finish, and other devices and components needed for a complete installation and the intended use and effect. 2. Descriptive, performance, and reference standard requirements in the Specifications establish "salient characteristics" of products. B. Product Selection Procedures: 1. Where Specifications name a single product or manufacturer, provide the item indicated that complies with requirements. 2. Where Specifications include a list of names of products or manufacturers, provide one of the items indicated that complies with requirements. 3. Where Specifications include a list of names of products or manufacturers, accompanied by the term “available products" or “available manufacturers," provide one of the named items that complies with requirements. Comply with provisions for "comparable product requests" for consideration of an unnamed product. 4, Where Specifications name a product as the “basis-of- design” and include a list of manufacturers, provide the named product. Comply with provisions for "comparable product requests” for consideration of an unnamed product by the other named manufacturers. 5. Where Specifications name a single product as the “basis-of-design" and no other manufacturers are named, provide the named product. Comply with provisions for “comparabie product requests” for consideration of an unnamed product by another manufacturer. C. Unless otherwise indicated, Architect will select color, pattern, and texture of each product from manufacturer's full range of options that includes both standard and premium items. All exterior colors, products and assemblies are prior approved. Installations of non approved products, assemblies or colors are at the Gneral Contractor's (GC's) risk and may require replacement at the cost of the GC if required for project approval by City. 5s) a, >) (7 Zz SH E E T CO N T E N T 14 0 8 Si m s Wa y , Po r t To w n s e n d , WA Na g r a In c . Se a Br e e z e St o r e Ne SI T E DE T A I L S (7 CMS 5/5/10 SCALE 0819 As indicated (7 \\ AL S 7, 1 2 3 : 63' - 9" A oe ; 5 (7 REVISIONS ~)\ Pas \A6.2 O ey - 7" ee 28' 3" LL V —— |Z D 7 a! O — \ FOS CLEP LD aL t [J] CO SUSRERERERESRAGEE OF USA RR SEES E EERE RES e ERE e eee FOS L_ a7 48 . | : — | : bese eae INTERIOR WALLS: : —— = — — | | atte | | : i, INT. WALL 2x4 STUDS 24" 0.C. 7 : 4s tO a a ee gk @ : 4 , i A & R15 BATT INSULATION. 5/8" GWB OVER Hq af AEs & = af : Let ia. Nh og nl FH & 4 io iS J i * bi z ais? ~4 iF 2 = e 2 - 6" L a a | : : | *| ; ae eee: 7 el {3K Ho” - Pe eocahan i ‘ : 7 pemtalboes wa pierce a = ag Se 4 a " ES ; _————— ao oe = 7 ae ae FOS pu so : . y 7 KITCHEN | \A6.2 / \ he. WHERE WD PANEL SHEATHING |S Cy Ty oa. ae a See es ee ad \ A — . somos — a UNDER GWB, PROVIDE FASTNERS : eee Pee I 110 UN et eo art \ / s WITH SHANK LENGTH EXTENDED = ete Ee LE at, fe 2s (2) - ; A} a SAME AS SHEATHING THICKNESS = | ree b=} Fo HW 1 lie wo as ae |e \ NOTE: STUD SPACING ON PLANS So BoMU hea: ia PS ay Et a? Ser ie | S 4232 pce fa ee |e a TAKE PRECEDENCE OVER THIS SCHEDULE TOFOS|) GH “ on a se SS SS) je y H ~ oe |e ~~~ EXTERIOR WALLS “Y fete lta oO ° j I | yp 1 | FH SE 2X6 STUDS WITH 7/16 [FE] FIRE EXTINGUISHER | H ge ge FA — ete] ee) a i WOOD STRUCT. PANELS, | H Se Ms 7 areas H \ WOOD SIDING, PROVIDE IN SURFACE LOCKED | 4 a t * 2 = = CHARLESYCR \ R-21 BATT INSULATION & CABINET WITH BREAK GLASS DOOR 4 o 2 4 a Z : oO /\ 2 -| Se A \ IN PUBLIC HALLWAY : soe ag — a [| 44 FE} yY Hy STATECR ‘ MASONRY VENEER WHERE ae, a . : : \ H INSTALL SOLID 2X6 rn 6) 7 4 B \ INDICATED : eee (ie or ee | if \ A ; “ CARWASH WALLS 8" CMU SPLIT 4 “ Pe a ak ga a a ee Oe a ee a ea ar eee a — NK % © ] - FACE: FRP INTERIOR - Z PLAT AT 60" EXCEPT AT rs Ce oe ee \ IN he 1] wo _ fo : ELECTRICAL PANELS, rn ne - \ \ cS se ee en H COORD al eee ed ee ee \ _ he H = H WITH ELECTRICAN bee gi gen gg es 2” F - \ \ yy : 4 Wall Legend _ 7 7 : : A yb 2 cae “ ~49 Fy SS \ | \ Y 4/8" - 4'-Q" 4 mt ; , : < ob a. \ E . \ ( po A “ie L - | | H i 5 Be eG ; - ee ts a —o iG | a | = ; i ~ at Bs Se Bau 4. ee Foe Hg oo \ A i > I oO H ee ee es “ = Ve 4s | Lu C] ©) 9D \ - aS ee ee es ee ————— | a | ” g fa I s / | Ez A2.4 3D> Bos Pee eS a aa —— ~ T iV) “A = 4 van — | : | yi gee be Bee Be Bae at é | San 2 pL eae ! 7 oF, a \ Pe a ee, \ i oO \ oO BG \ . qa ze : . \ | Vv | O i ade / y < = \ a ae —_ | STI eee A4.1 = : = \ a re ee z ! - Hq Mech/Stor a) ec 2 oe eee 7 & _| A | ~ : 107. | SN Bie Ze 4 3 : _ : % os _ . ap \ SALES HI | FB | rE a te ee | rh Hg ! ~| tor | pt he ted ee Ld 2 for] os HS : \ = < Beg oe . tps | a | © ' i [1] oa Le ng ach Ww a . q 4 > Ty 1 us ' " ' " ' ” | | ¢ | io : c] An i | } . | 34'-0 2-6" 5'-0 2-7" | IE | _ i a f xe i 7 T 4 ! ¥ . \ A readily visible durable sign is posted on the egress side on or adjacent to the door stating: THIS DOOR | ‘ 2a | IF ; ; a2 Si “4 \ | . | = at ‘l= ! TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. Ne : a ee : | " —_ x ne ! Vp! The sign shall be in letters 1 inch (25 mm) high on a contrasting background. LOCATE AT S’AFF, 2 | | ° ; Se, ce POS a nN ] ; B I] 4 = | ———-TT - | CENTERED ON THE FULL HT. WALL RIGHT OF THE MAIN ENTRANCE #1 & DOOR #3. rane Y a a \ [402 H ie 4 D4 ys) 3'0 a Py ; ° eo ; : & \ eon H be = a8) HW 4 Si 8 = —— eae WA | a ee _ - ; & H fo 0 if fs as a % \ Lo i | 4 oO RS NS J Vf vay % . ——o Zz 4 | 4, Y/ H / * od Oa a: ~ | : | ny i | kr oo = * aes ‘4% : I] | io ———_—— 4 a ; ? __ (- |_| é & ao NE ae ay = | [Tg] i | NM ; 4 4 \ fon] | I | | = OT, fea aa a / FE || a | | a | 25 19" _ a D230 a : % 7 [RED 7 | ; an _ os TI |. aie 18 “MIN 36" CLEAR WIDTH ) POS : ~Y 1D | | 2-46 12'-0 2-8 4'-9 5 | 3-7 _F2 als we —t : 0 H ABD — ae OO a, an y zi“ ; t AN St : rn \ et l 4 7 ia cael ! Tera afc ne TY bs aad Boo Coe ag 30 j racer aed, 7 | Hoe | FOW eet A wats we W482 a 8 3 | Ee — ell = On 3 i) / F3\~“HW 3 0 Kee v *t F | Nfs, Peet Mag AL ee at: = ST \ ee, + ~ 500 4 | oe, Z 4 ae a ce oF 5 a i NT | IN | F6 vy i Re = oe 2 — Sf pe | | \ / , o3 = ~ Ab pee. Ga tafe. ee hee ee ae on PM DEES / Z a u D3 7730 — “= UH de an pepe. . 4° 2s ae. er re é re) cata OP Fo HW 1 CW EQUIP foals! | — IL. aie : \ FS HW 2 yi a | | ts | a Ei, ot tg Seat ee tle Sh ag pe Sap om aad * fy rs a i (cet _o va ' | . \ fest ' ee ar or i a 4 me 7 or. oe “a 4 o / f vo 6" ‘ / “. \ Le | ) | ! Alf js a0 E,. AUTOMATIC CARWASH SYSTEM + = ° 0) J 2 | i KR ' Toil epee an Tenet \ i Arie % Office oo) 3'X6'RECESSED —~_ aia N | Fie oo 5. *. DESIGNED & INSTALLED BY = 2] 0 : | kee. jms 2 ZA \ ee I 4 | WALK OFF PAD i CTE EES NO ] : AN fo. | 2. OTHERS GC COORDINATE "2 es o> m \ t03. | / Pia) 495 os Fea | \ \_P = CORNER OF (7 ~) y Ha. 2s ES UTILITY CONNECTIONS SEE. 0 J ge 4" poe So et ed aed La A S| Uo + BRICK ] fa KR if. <>. SUMMARY SPECIFICATION 01100. 1° >, fh | ra PN oon mh dosed gent fy Paledokd tema pd dl gota ma eddy Denke at aut dikg eg pene dep & eae LT zZ J > Ff oo 2° BOR SOUND PERFORMANCE 17 ~ — i - E H ~~ [**. < SPECIFICATION. 2% 8" eS EY \ | \ A5.2./4 / Zz Fo oS pate Sole Siac, Soh ee Da! 4 NY - Nb / S I oF ‘ a : . 2 Sng | _ . - 2, - ae aq % : —— = ge | 3 x Ee ae, eo Be PI LT nH | I nH / NS [I . < 4 atin tS gs oe, 2 (Rese STL eee eee SS b / ri o) EL des Beak Ta. belle 2 u-| JA Fos FOS | | | -' EE ) - a uw H S a Boe af = ‘ ° “e004 Hy 6' o" 4" 0" 6' 0" 0 ~ 4" " me A _ C mean a ake od ee ee |= - r - : = | lend a = in = “4 = ae cals rrr : re oe |= 7 nea ya LETT TTT LOTT TTT TT TTT eR... ne : : \ Z v Seo N ©) 8) BP pA eeeaceee sees fy ! a ae | | oes | : os | | | se PSS : 2 = a | ae (a i aaa 7 4 a a 4 - | 116 | = ~ CORNER OF i. wa oN, ae - 2 fe ee oo 28. -PYA ° g'- 2" | 7-3" 7-3! 10' ~ 41" aC 6'- 0" 426" 6'- 0" 4 0" 6'- 2" a a FIs \ | / BRICK aa = {Cs : = = a — | Z = ——=- VA fi VW / a / % coe 4 a _ = 7 7: A a 7 - | = 7 7 7 7 : V ; / A22 ml ee |e es 4 a : “ 40d © 2 7'-0 a ; Ak y : io . 3 oe BIB 21'-8 ! av . L | ; og a 4 2 ; : ; — —~ | on a 2 : : ae FT 8 ; a % a —t y —" / - ' a . ot 2 fa # Pd} 5 1D \ Xs | | / 5B a | 3 oy | ATE * ee es a BES? \ i | Covered Area for [ s . é 5 | ~ i : . a” 4 ‘ . ae | | \ SS a ea * | | fe mw BH . g oR TEN A4.4 outdoor produce / tables/chairs \ A5.2 J K ABM » | a cok ee : <| ——- 3 ae: ; von “ vA | Seed e \ if =| || oe a, an. oe FACE OF SHEATHING —~ | yy) | x gt se % z. Hi b as i Ce qe Lp --------=+-=---------=-------- === -- === - + === -=---------- 25° ~ eee a [sees 2 — ales 1 ° 5 . 2. [| @& | . : | ite as Oe |e _—o 44 N | | NL 3 d \ 3 | | nea) cee en eee |e ne | TE +2 ae g od Z 5 ‘ ; are - HE ge HANA | i if A = Van = A a os = oo 1'.'0" 40-11" o'-7" 10" - 2" a ony “ail Z YU: b © $ << Aa A 2 cages hte ea woe ee AY a7 aH 77 EDGE OF RAFTER CUT \ 6° | ie Os — pee All ee ee Ba rece t= re | ve O zs 0. NO beak £ _ ° z . - | 23'- 8 L ~~ ae = alg ; a a eal | ca ¥ : Aa 70h Y) 2 , Poe NT IE | ne a5 CG 2 |S a : ' ae | mea Z ro) Sl oan : a : 2 Or = = “J 4 x : i K < A KH ren _ _ rn a : aaa al A = Room Finish Schedule N = O N mal = = gre ] 7s “0 NS : iH i 14 , ; Moa 2 ; a Ceiling | Ceiling o re | cla 3 Ape Ne - 4ac@_FLOOR PLAN 7 _ Number = Name Floor Finish Base Finish Finish = Height ~~ Wall Finish O & Le A pon if te Aan Ch pT Ad | ee aig" = 1-0" ~ Mm = Zz NX UA _ OTe 4 ae eis 2 Bacce 2 8 a hy = | j = 9 | ee i : * y 4 101 SALES VT/CFT Alt (VINYL ACC T 10' -0" Paint/(GWB Ee — = = re A ar 2 ° a a8 x . = ' " . NID | © Si © <l All} 4 taf © - t : Z DOOR KEY: ABBREVIATIONS FOR DIMENSIONING ABBREVIATIONS 102 POS VT/CFT Alt VINYL ACCT 10' -0 Paint/(GWB @ 25 Sy PS ae a : Ee EXCEPT DIMENSIONS TO FACE OF INTERIOR WALLS — ——— w :| | . ee : SOOKE HARDWARE SCHERULES SHEET a3 See Tes ee 103 Toilet VIICET Alt )VINYLCWT ACCT 10' -0 FRP/CWT Yrs |S " =| Vet be ee IME & DOOR TYPE —_ = poor WIDTH | - alt a Ah f°. sae we F mnie \ ot x ete™ 104 Toilet VT/CFT Alt VINYL/CWT | ACC T 10' -0" FRP/CWT A yy, = a : Bes ; H Oo ALT alt H 7 ; ; ae liz F1\-/ HW 2 | ||| | Soa ak eee | rere One ew ees ||| = A HARDWARE GROUP 105 Office VT/CFT Alt VINYL ACC T 10' -0" Paint/(GWB © Dp) Ae a oh Ee ee me HIE eee Whi 106 CW EQUIP SEALER — |VINYL PAINT/GW 14'- 4"+/- | Paint/(GWB CMS NO ———H ar eh ee ee a Pie a a soot 2 = 7 S| | bag tE ager eb eS. oe Be te ome B 5/5/10 = H i || = VT Vin | Tile “An? IK ' "W . i j io : H ® : 107 Mech/Stor SEALER VINYL ACC T 10' -0 PainGWB SCALE As indicated _ H L = Alt Alternate bid ! —_ “4 0819 J cow Vi FOW J ing CFT Ceramic Floor Tile (glazed quarry tile) 108 Walk in MFGR .MFGR (8' -0 MFGR ~~ L er nag CWT Ceramic Wall Tile Freezer INSL INSL INSL 6 FRP Fiberglass Reinforced Plastic Panels over 5/8" Plywood backing 109 Walk in MFGR MFGR 8' -0" MFGR \\ ACC T AccousticaL Tile drop in Panels Refer INSL INSL INSL 7 | (7 MFGR INSL Manufactured Insulated Referigerator Units 110 KITCHEN VT/CFT Alt VINYL/CWT ACC T 8' 38" FRP/CWT ~~ Room Finish Abbreviations 7 | ALT alt . — 1/4" = 1'-0" 111 CarWash SEALER FRP -FRP 13' -6"+ PRP 3 4 Ss) Z A SECTION 01701 - EXECUTION AND CLOSEOUT REQUIREMENTS 1.1 CLOSEOUT SUBMITTALS A. Record Drawings: Maintain a set of prints of the Contract Drawings as Record Drawings. Mark to show actual installation where installation varies from that shown originally. 1. Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. B. Operation and Maintenance Data: Submit one copy of manual. Organize data into three-ring binders with identification on front and spine of each binder, and envelopes for folded drawings. Include the following: 1. Manufacturer's operation and maintenance documentation. 2. Maintenance and service schedules. 3. Maintenance service contracts. 4. Emergency instructions. 5. Spare parts list. 6. Wiring diagrams. 7. Copies of warranties. 1.2 EXAMINATION AND PREPARATION A. Examine substrates and conditions for compliance with manufacturer's written requirements including, but not limited to, surfaces that are sound, level, plumb, smooth, clean, and free of deleterious substances; substrates within installation tolerances; and application conditions within environmental limits. Proceed with installation only after unsatisfactory conditions have been corrected. B. Before praceeding to lay out the Work, verify layout information shown on Drawings, in relation to property survey and existing benchmarks. C. Take field measurements as required to fit the Work properly. Where fabricated products are to be fitted to other construction, verify dimensions by field measurement before fabrication and, when possible, allow for fitting and trimming during installation. 1.3 CUTTING AND PATCHING A. Do not cut structural members or operational elements without prior written approval of Architect. B. Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to minimize interruption to occupied areas. Unavoidable interruptions are to be scheduled with the Owner, and indicated on the Schedule. C. Patch with durable seams that are as invisible as possible, Patch or repairs to be undetectable from a distance of five feet. Provide materials and comply with installation requirements specified in other Sections. 1.4 INSTALLATION A. Comply with manufacturer's written instructions for installation. Anchor each product securely in place, accurately located and aligned with other portions of the Work. Clean exposed surfaces and protect from damage. B. Clean Project site and work areas daily, including common areas. 1.5 FINAL CLEANING A. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion: 1. Remove labels that are not permanent. 2. Clean transparent materials, including mirrors. Remove excess glazing compounds. Replace chipped or broken glass. 3. Clean exposed finishes to a dust-free condition, free of stains, films, and foreign substances. Sweep concrete floors broom clean. 4. Vacuum carpeted surfaces and wax resilient flooring. 5. Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication. Clean plumbing fixtures. Clean light fixtures, lamps, globes, and reflectors. 6. Clean Project site, yard, and grounds, in areas disturbed by construction activities. Sweep paved areas; remove stains, spills, and foreign deposits. Rake grounds to a smooth, even-textured surface. 1.6 CLOSEOUT PROCEDURES A. Substantial Completion: Before requesting Substantial Completion inspection, complete the following: 1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete. 2. Advise Owner of pending insurance changeover requirements. 3. Subrnit specific warranties, maintenance service agreements, and similar documents. EQUIPMENT LIST | PLAN | | ID | DESCRIPTION HOTWATERTANK P-1 LAVAVORY P-2 TOILET | P-3. | NOT USED P-4 | FLOOR DRAIN aa a a aE P-5 NOT USED GAS PUMP CONTROL CASH REGISTER MONEY SAFE LOTTO HAND DIPPED ICE CREAM (NOT USED) “SUB SANDWICH PREP TABLE _ DELI CASE (HOT FOOD) ESPRESSO GO I N | M) o r } Bl o w ) N/ = PIZZA OVEN - (NOT USED) oO 10. | HAND SINK 11 PREP SINK 12 3 COMPART. SINK (floor sink under) 13 | WIRE SHELVING 14. | COFFEE 15 HOT CHOCOLATE © | 16 | CUPS 17) PRE-MIX | 18 JUICES 19 | CHILLY WILLIE 20 CONDIMENTS 21. MICROWAVEOVEN 22 UNDER COUNTER FREEZER 23 WALK IN FREEZER 24 WALK IN COOLER 20 HVAC 26 ICE MAKER 27 MOP SINK 28 | GREASE TRAP "CHICKEN FRYER 30. DELLI-COLD FOOD CASE 31 WORK TABLE 32 HOOD 33 ICE CREAM CASE 34 LAUNDRY TUB. 35 GONDOLA SHELVES 36 SANDWICH (COLD) CASE | 37 LOCKERS _ ue —.___| EQUIPMENT FURNISHED BY OTHERS, CONNECTED BY CONTRACTOR 4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. 5. Submit Record Drawings, operation and maintenance manuals, property surveys, and similar final record information. 6. Deliver tools, spare parts, extra materials, and similar items. 7. Make final changeover of permanent locks and deliver keys to Owner. 8. Complete startup testing of systems. 9. Remove temporary facilities and controls. 10. Submit changeover information related to Owner's occupancy, use, operation, and rnaintenance. 11. Complete final cleaning requirements, including touchup painting. 12. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects. B. Submit a written request for inspection for Substantial Completion. On receipt of request, Architect will proceed with inspection or advise Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after inspection or will advise Contractor of items that must be completed or corrected before certificate will be issued. C. Request inspection for Final Completion, once the following are complete: 1. Submit a copy of Substantial Completion inspection list stating that each item has been completed or otherwise resolved for acceptance. 2. Instruct Owner's personnel in operation, adjustrnent, and maintenance of products, equipment, and systems. D. Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected. E. Submit a written request for final inspection for acceptance. On receipt of request, Architect will proceed with inspection or advise Contractor of unfulfilled requirements. Architect will prepare final Certificate for Payment after inspection or will advise Contractor of items that must be completed or corrected before certificate will be issued. 1.7 DEMONSTRATION AND TRAINING A. Engage qualified instructors to instruct Owner's personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a system. Include a detailed review of the following: 1. Include instruction for basis of system design and operational requirements, review of documentation, emergency procedures, operations, adjustments, troubleshcoting, maintenance, and repairs. SECTION 01732 - SELECTIVE DEMOLITION 1.1 SECTION REQUIREMENTS A. Items indicated to be removed and salvaged remain Owner's property. Remove, clean, and deliver to Owner's designated storage area. B. Comply with EPA regulations and hauling and disposal regulations of authorities having jurisdiction. C. Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted. D. It is not expected that hazardous materials will be encountered in the Work. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify CM, Architect and Owner. Owner will remove hazardous materials under a separate contract. 1.2 DEMOLITION A. Maintain services/systems indicated to remain and protect them against damage during selective demolition operations. Before proceeding with demolition, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of the building. B. Locate, identify, shut off, disconnect, and cap off utility services and mechanical/electrical systems serving areas ta be selectively demolished. C. Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. D. Provide and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain or construction being demolished. E. Provide temporary weather protection to prevent water leakage and damage to structure and interior areas, when staged demolition is necessary, and space must be occupied after that portion of work. F. Promptly remove demolished materials from Owner's property and legally dispose of them. Do not burn demolished materials. SECTION 02230 - SITE CLEARING 1.1 SECTION REQUIREMENTS A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site-clearing operations. B. Salvable Improvements: Carefully remove items indicated to be salvaged and store on Owner's premises where indicated. C. Notify utility locator service for area where Project is located before site clearing. D. Do not begin site-clearing operations until temporary erosion and sedimentation control measures are in place. 1.22 PREPARATION A. Protect and maintain benchmarks and survey control points from disturbance. B. Provide temporary erosion and sedimentation control measures to prevent soil erosion and discharge of soil-bearing water runoff or airborne dust to adjacent properties and walkways, according to [requirements of authorities having jurisdiction] [sediment and erosion control Drawings] [a sediment and erosion control plan, specific to the site, that complies with EPA document No. EPA 832/R-92-005 or requirements of authorities having jurisdiction, whichever is more stringent]. C. Protect site improvements to remain from damage. Restore damaged improvements to condition existing before start of site clearing. D. Locate and clearly flag trees and vegetation to remain or to be relacated. E. Protect rernaining trees and shrubs from damage and maintain vegetation. Employ a licensed arborist to repair tree and shrub damage. Restore damaged vegetation. Replace damaged trees that cannot be restored to full growth, as determined by arberist. F. Do not store materials or equipment or permit excavation within drip line of remaining trees. G. Locate, identify, disconnect, and seal or cap off utilities indicated to be removed. 1. Arrange with utility cornpanies to shut off indicated utilities. ) 63'- 7" | f ” ss — es —— _ —— Sf \ "TED TT EERE BA Ee ae eee eee TTT TTT I LT LT CO MK a ay 1 + = | | | : a) Ce CD @® i a C3 ) | C37) | | : Tere na eae ae dP ta re ae rn (¢.) = | A PO es . rae : ry af os ae a og ( —— H 1 J be Ee Pte "ge ; ee Hq | ELEC, PANELS MT. poke Se - z ea 7 ie Los, @ BES Oo @ yp 1] | 3 wa ee Py 4 Pe ESL sy ; | H G : 7 3 - - . /| }- | ) a Hq | | ace Core / | | ef he L DI AL Cis) Ca Aes : E> : |) eo | )| ine) aC | - 7 a = + = ir a fig _ || * | : —— Obey | : : Ms Co |_+ i [|e web ee | IL) Tl i : | |e ee aw | [| | ee | — je 2) 2B tf Pe ee —~ Ors 2 H ar - IN FLOOR | | AL / aan | ED Oe CD ek Cc | QD a H aT 7) . ; ¢ . . 2 ° 2 — Lenard = A | SW Dt Aas 1 _ os | — y, — e ; | = \ H | A — a Sai po Ss ms li 2 ne | / =| |= / | | | (OD [fe] Cf) aacS p _ Ky Fe l | —.____( 35) | Pa » to SS — POO OG) r QO i|f yr @ a H = ®D C = EEE ETE EEE TET rT FREER Aaa aR Ee ERE ee ee ee Ie LSE) bebe ISEISI | LETT er a l (est TL Er ] ‘ ; 4x FOOD EQUIPMENT PLAN "1/4" = 1'-0" 1.3 SITE CLEARING A. Remove obstructions, trees, shrubs, grass, and other vegetation to permit installation of new construction. Removal includes digging out stumps and obstructions and grubbing roots. B. Strip topsoil. Stockpile topsoil that will be reused in the Work. 1. Stockpile surplus topsoil to allow for respreading deeper topsoil. C. Remove existing above- and below-grade improvements as indicated and as necessary to facilitate new construction. D. Remove slabs, paving, curbs, gutters, and aggregate base as required. 1. Neatly saw-cut length of existing pavement to remain before removing existing pavement. E. In areas not to be further excavated, fill depressions resulting from site clearing. Place and compact satisfactory soil rnaterials in 8-inch thick layers to density of surrounding original ground. F. Dispose of waste materials, including trash, debris, and excess topsoil, off Owner's property. Burning waste materials on-site is not perrnitted. 1. Separate recyclable materials produced during site clearing from other nonrecyclable materials. Store or stockpile without intermixing with other materials and transport them to recycling facilities. SECTION 02300 - EARTHWORK 1.1 SECTION REQUIREMENTS A. Unit prices for rock excavation are included in Division 1 Section "Price and Payment Procedures." B. Unauthorized excavation consists of excavation below subgrade elevations or beyond indicated lines and dimensions without direction by Architect. Unauthorized excavation, as well as remedial work directed by Architect, shall be without additional compensation. C. Do not interrupt existing utilities serving facilities occupied by Owner or others unless permitted in writing by Architect and then only after arranging to provide temporary utility services according to requirements indicated. 1.2 MATERIALS A. Satisfactory Soil: ASTM D 2487 Soil Classification Groups GW, GP, GM, SW, SP, and SM; free of rock or gravel larger than 2 inches (50 mm) in any dimension, debris, waste, frozen materials, vegetation, or other deleterious matter. B. Unsatisfactory Soil: ASTM D 2487 Soil Classification Groups GC, SC, ML, MH, CL, CH, OL, OH, and PT. C. Backfill and Fill: Satisfactory soil materials. D. Subbase Material: Except as specified on Civil Drawings: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940: with at least 90 percent passing a 1-1/2-inch (37.5-mm) sieve and not more than 12 percent passing a No. 200 (0.075-mm) sieve. E. Bedding Course: Except as specified on Civil Drawings: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; except with 100 percent passing a 1-inch (25-mm) sieve and not more than 8 percent passing a No. 200 (0.075-mm) sieve. F. Drainage Course: Except as specified on Civil Drawings: Narrowly graded mixture of crushed stone, or crushed or uncrushed gravel; ASTM D 448; coarse-aggregate grading Size 57; with 100 percent passing a 1-1/2-inch (37.5-mm) sieve and 0 to 5 percent passing a No. 8 (2.36-mm) sieve. 1.3 EARTHWORK A. Protect and maintain erosion and sedimentation controls, which are specified in Division 2 Section "Site Clearing," during earthwork operations. B. Protect subgrades and foundation soils from softening and damage by water, freezing temperatures, or frost. C. Explosives: Do not use explosives. D. Excavate to subgrade elevations regardless of character of materials and obstructions encountered. E. Excavate to subgrade elevations. Material to be excavated will be classified as earth and rock. Do not excavate rock until it has been classified and cross sectioned by Architect. The Contract Sum will be adjusted for rock excavation according to unit prices included in the Contract Documents. 3 F. Excavate for structures, building slabs, pavements, and walkways. Trirn subgrades to required lines and grades. G. Utility Trenches: Excavate trenches to indicated slopes, lines, depths, and invert elevations. Maintain 12 inches (300 mm) of working clearance on each side of pipe or conduit. 1. Place, compact, and shape bedding course to provide continuous support for pipes and conduits over rock and other unyielding bearing surfaces and to fill unauthorized excavations. 2. Place and compact initial backfill of satisfactory soil material or subbase material, free of particles larger than 1 inch (25 mm), to a height of 12 inches (300 mm) over the utility pipe or conduit. Place and compact final backfill of satisfactory soil material to final subgrade. H. Plow strip or break up sloped surfaces steeper than 1 vertical to 4 horizontal to receive fill. |. When subgrade or existing ground surface to receive fill has a density less than that required for fill, break up ground surface, pulverize, moisture- condition or aerate soil, and recompact. J. Place backfill and fill in layers not more than 8 inches (200 mm) in loose depth at optimum moisture content. Compact each layer under structures, building slabs, pavements, and walkways to 95 percent of maximum dry unit weight according to ASTM D 698; elsewhere to 90 percent. K. Grade areas to a smooth surface to cross sections, lines, and elevations indicated. Grade lawns, walkways, and unpaved subgrades to tolerances of plus or minus 1 inch (25 mm) and pavements and areas within building lines to plus or minus 1/2 inch (13 mm). L. Under pavements and walkways, place subbase course material on prepared subgrades and compact at optimum moisture content to required grades, lines, cross sections, and thicknesses. M. Under slabs-on-grade, place drainage course on prepared subgrade and compact to required cross section and thickness. N. Allow testing agency to inspect and test each subgrade and each fill or backfill layer and verify compliance with requirements. O. Remove surplus satisfactory soil and waste material, including unsatisfactory soil, trash, and debris, and legally dispose of it off Owner's property. SECTION 02751 - CEMENT CONCRETE PAVEMENT 1.1 SECTION REQUIREMENTS A. Submittals: Product Data and design mixtures for concrete. B. Comply with ACI 301, "Specification for Structural Concrete." 1.2 MATERIALS A. Welded Wire Reinforcement: ASTM A 185, flat sheets. B. Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (Grade 420), deformed. C. Portland Cement: ASTM C 150, Type | or Il, gray. D. Fly Ash: ASTM C 618, Type C or F. E. Normal-Weight Aggregates: ASTM C 33, Class [4S] [4M] [1N] <Insert class> coarse aggregate, uniformly graded. Provide aggregates from a single source. F. Air-Entraining Admixture: ASTM C 260. G. Chemical Admixtures: ASTM C 494. Calciurn chloride shall not be used. H. Synthetic Fiber: ASTM C 1116, Type Ill, polypropylene fibers, 1/2 to 1-1/2 inches (13 to 38 mm) long. |. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B, dissipating. J. Expansion- and |solation-Joint-Filler Strips: [ASTM D 1751, asphalt-saturated cellulosic fiber] [or] [ASTM D 1752, cork or self-expanding cork]. K. Color Pigment: ASTM C 979, synthetic mineral-oxide pigments or colored water-reducing admixtures: color stable and resistant to lime and other alkalis. L. Slip-Resistive Aggregate Finish: Factory-graced, packaged, rustproof, nonglazing, abrasive aggregate of fused aluminum-oxide granules or crushed emery. M. Pavement-Marking Paint: FS TT-P-1952, latex, waiter- base emulsion. 1.3 CONCRETE MIXTURES A. Proportion normal-weight concrete mixes to provide the following properties: 1. Compressive Strength: 4000 psi (27.6 MPa) at 28 days. 2. Slump Limit: [4 inches (100 mm)] [5 inches (125 mim)] [8 inches (200 mm)] <Insert dimension>, pius or minus 1 inch (25 mm), at point of placement. 3. WIC Ratio: [0.45] [0.50] <Insert ratio> maximum at point of placement. 4. Air Content: [6] [5-1/2] [4-1/2] <Insert number> percent plus or minus 1.5 percent. 5. Synthetic Fiber: [1.0 Ib/cu. yd. (0.60 kg/cu. m)] <Insert dosage>. 1.4 PAVING A. Accurately position and support reinforcernent, and secure against cisplacement. B. Locate and install contraction, construction, isolation, and expansion joints as indicated or required. C. Place concrete in a continuous operation within planned joints or sections. Do not add water to adjust slump. D. Float surfaces to true planes within a tolerance of 1/4 inch in 10 feet (1:480) and medium-to-coarse- textured broom finish. E. Tool edges and joints to a radius of 1/4 inch (6 mm). F, Slip-Resistive Aggregate Finish: Before final floating, spread slip-resistive aggregate finish on pavement surface according to manufacturer's written instructions. G. Begin curing after finishing concrete. Apply membrane-forming curing compound to concrete. H. Apply traffic paint with mechanical equipment to a minimum wet film thickness of 15 mils (0.4 mm). |. Owner will employ a testing agency to sample concrete, perform tests, and submit test reports during concrete placement. J. Remove and replace concrete paving that is broken, damaged, or defective. Exclude traffic from paving for at least 14 days. (7 REVISIONS REGISTERED ARCHTECT NN SS \\ SH E E T CO N T E N T S /) 7 Pd 14 0 8 Si m s Wa y , Po r t To w n s e n d , WA Se a Br e e z e St o r e £ |D © ) (6) = |W NN SY) —\ Designer ” 5/5/10 SCALE 1/4" = 1'-0" 0819 y —_— \) A2.3 \\ 1 2? 3 A 5 (7 REVISIONS ~\ ee S88" PLYWD 4°-7" 4/- ae —— SSeS eK y — a yo a 24 GA FACTORY | q'- 4" | IM ahiaaieal wm Level 5 4 F oe By FIN SM COPING ‘on IN nN f : Bee i a =e ee =| a ‘ { ae oS 7-48). 3" SS —— = = ~ FOLD & SEAL SEAMS FASTENER W \ peat 1A \ (28. i Ei? a : eam] —_* ao a . AB.2 KK A2i4 « | @s He | SSS GASKET i \ 7 St las _ SAL _2X BLOCKING — | fj} FASTENER WITH NEOPRENE \ 4 AT SIM, PROVIDE PITCH POCKET FOR , 2, ps / ps RIP 2x6 - > \ GASKET & SEAL \ ~ MH\2/] 2X BLOCKING} j (es ’ ROOFING PENETRATION “ \ - 72n 1 ‘ “Br/ | 24" 0.C | Or \ Az a 72 A ig aon a ey a 1 oo cLip —— AY ———- SM FLASHING KO! 4) (wee __ WP ELECT. RECEPTICAL TFN TRAE z yl = ra oN it # N yp _ kg e, SK | a = 4 Pc 7.25" x 4" FIBER /— UNISTRUT CROSSBAR i \/Z ail | Peo 2 ~ | = re = Ly ui mm _ gh Ds | ne SLOPE CANOPY TO Bl = ayeeneeen _ ee ra / oA 2- Zi PVC MEMBRANE ROOFING . ™ i | CEMENT BOARD // —@) UNISTRUTS \ z Ara a ls~ | \S _ wae . y : He, A = ] 7K GUTTER SEE ELEVATIONS REMENT BOARD ee, a an | SS a Ap / | UTREATED 2 X 12 BOX oe | ee ain ie | wl FOR DS LOCATIONS a Pa a eN a. —*—— FASTNER WITH \ ~~ L 314" FCP fi / CURB 16" LONG TT oe { N ' J wi ; vf \ an | a a f 7 Ke NEOPRENE WASHER & SEAL Lif LASHING = yf SRO i io | SiH6 FCP —— a a \ SS aa — ——t 1X PT FURRING 2' OC 7 /- ROOFING O/ ~ ie rs .S) ~ N | —" | A oO fof \ ~~ PVC MEMBRANE ROOFING v rs “~/ INSUL AN \~y = | EPS 4 * et — J / > ‘ LF ae fo ee i / - Noe ~ f . \. 4 | 42 | 4/2" X 5.5" FCB ———— Y / SS OVER FGL GYP BD - Pa WD PANEL SHEATHING \ AD > / NN - ee Il gw | a OY ce FIBERGLASS +7 see petal (1A | bah bh * © TRY = HOOD EXHAST ~~ SN , fe 3/4" PLYTRIM PANEL ———~ ra STRUCTURAL WOOD \ A2.4 / er | \ 5 ‘OS ay | u | 7-3" a PANEL GYPSUM ae | \\ \___ TREATED CANT ~~ Typ 100 #NOT INCL DUCT a : va 7 . \ wa % aN 7 a : = PT 1 X BACKING SEAL —— eniaiiniie LL FOR CALLOUTS INCOMMON | ee ONDLIT —— _A —! KA (Ga \ . NN ‘ pl EDGES AND VERT @ 24" Se ee S= , ' S | ' COORD PITCH POCKET eo = LDS we . OC. bier RAYA Aza) LOCATIONS WITH GC \ - o&« 4A lall Coping Detail 6a, NORTH WALL COPING 3A) Pitch Pocket - ; ' 16 SF ee NaN, eee { 4/2" = 41-0" eae, 4 4/2" = 4'-0" wy 4/2" = 7'-0" gf ROOF 4 F o NY pose stated 42" 7/12" / HATCH mh aw 7 KB STATEORUASNGTON man Tf Gad ~~" HOOD MUA 200# ————~ aman ie f 3c \ | a NOT INCL DUCT wa | Ce | NN F ms SJ _ _ SLOPE CANOPY TO BI ———~__ f 2D \ < — es < os BK A - GUTTER SEE ELEVATIONS N C =n r AX’?RCKRKRL ~~ \\ BS RA YON \ FOR DS LOCATIONS \ 7 CALA ARERR RE REM EE ie j——_———} _\ = \ ——_—ee 7h 21-2" —— 15'- 9" | * REFER - a ‘= _ f ©) a fe 7 \o" sy OS 2 = ( <= ( ( 8 SLOPE CANOPY TO BI oN y) UNIT SUBMIT V@K\ [=e \ oy | as GUTTER SEE ELEVATIONS ERTIES VIR i ; mm, | WTS DIM th’ K\ iy oe FOR DS LOCATIONS a 1-1/2" O.D. VENT PIPE WITH ace | | | OS WSCO48E \ WSCO48E PARPET BRACED _ se NON " 1 Kt N I e \ ‘ fener Bay enim aN 2° MIN. LAP INSIDE VENT Pe | PRE) | Rt) NN, s26# aun wg | ' S AT FACES OF OPENING iw a ' | | Wy z zs SOM TSE As aero ue <7 ™ y BRAVEL STOP 2 2 io | Ae iV i = Q | aren —— 3 WALK PAD OCCURS | HEMED eA ard NS a ROOFING = 7 ry eS 8 oe : * = i | | \ { { = a | . \ 7a 1 a a RADIUSED OVERFLOW os ay if INSULATION BOARD SOLDERED LAP SEAM t | ok -_ N ' y \ 3 ; / * . . aoe eee ieee yO Six \ \ so \> nf w | - e \ = IF straps @ 3 POINTS — RSs, sccsenensierms orex ss An i ‘ , we \ oy XN } < N Sa | \ oy aE Ss LAOE | = N \ \eres a ~ A a = \ es SOLDERED LAP SEAM : eS BB a ee Va 2 \ bs al Aa ma Tey BO) Po es LS 7 SY, . wt - ‘ 7 / Se at Ee WA y ZL at | | I—<_____--— BUILT-UP ROOFING = om ce for we ot a 4 pais ees] = (Rs ra waa) TR a wo J ra SECURE ELE aes Eeeeescesessee——- RIGID INSULATION <=" PT] Fos ce a Jf fo _ j ep / a Ln al — | x L fe di bi “)S TYPICAL AT ALL VENTS | cai / / i ro Ge )> T AT ALL ds ade To 4 x @ SIM, DRAIN TO 4/2" 11 : DS DS \ 4 | Y B ROOF CANOPY 5 Mm | N E ee / © \ : | DS L N BR Bs BOOT — | ALTERNATE BID: / A fy | Mon \| / i= F PROPRIETARY VENT FLASHIG | 1D \ = Loe is \ fe / L, 1 _/ PROVIDED BY ROOFING MFGR | aa \ A2.4 V | fo ETOP OF CONG. PNMTIGEADE PROVIDING ROOF WARRANTY / a Sis wi \ | _ | N | . . | 18' - 0" 23' - 8" 25' - 10" 12'- 3" OB) Conducctor Head Details 4B) Vent Flashing BA | 44 : <9 , | A 4 74/4" = 1'-0" 4 2" = 7-0" \ At fi / SLOPE CANOPY TO BI coal : ” GUTTER SEE ELEVATIONS ; / FOS = EXTERIOR FACE OF WALL SHEATHING FOR DS LOCATIONS j _ / SEE SHEET P-1 FOR VENT RISER LOCATIONS SCUPPER THRU WALL ———___ _7 OVERFLOW ON 24d SM OPENING, SOLDERED a . ee een nese ae ee 6B ROOF PLAN 7 / a \ yi + in way, 3" SLOPING SPOUT i LY 1/8" = 1'-0 OVERFLOW ON ——~__ \ SCUPPER THRU WALL ——_ OVER ROOF : ape ey Sa \ SM OPENING, SOLDERED . on Sea ARE SECTION 06100 - ROUGH CARPENTRY SECTION 06176 - METAL-PLATE-CONNECTED WOOD , Ss, x 1.4 SECTION REQUIREMENTS TRUSSES “iy \ Zi eo ROOF FLASHING A. Scope. Conflicts between this section and specifications on A. Scope. Conflicts between this section and specifications \ \ f / _-~ METAL ROOFING Structual Sheets shall be submitted to the Architect for on Structural Sheets shall be submitted to the Architect for cya V / va clarification. The more stringent shall apply. clarification. The more stringent shall apply. ae . op v B. Submittals: Model code evaluation reports for engineered B. Structural Performance: Provide metal-plate-connected co \ “ wood products and building wrap. wood trusses capable of withstanding design loads indicated LO -: V | \ | IN 4.2 WOOD PRODUCTS, GENERAL without exceeding TP! 1 deflection limits. ey, Toh _ a —- is VAL \ _ Level 3 a ) A. Lumber: Provide dressed lumber, S4S, 19 percent maximum __C. Submittals: Product Data, Shop Drawings, and structural sotalol ib det wf Level 3 S # AN \ A Fa Se, 13'-6" - moisture content for 2-inch nominal (38-mm actual) thickness or analysis data signed and sealed by the qualified professional ym, aaa 7 4 3 6" OP C + _ ee : | a aS . less, marked with grade stamp of inspection agency. engineer responsible for their preparation. (7 ~)\ ra | - RICKE Soe, F “~~ 2X4 SKIP SHEATHING B. Engineered Wood Products: Acceptable to authorities D. Fabricator Qualifications: Shop that participates in a Fon ~ CRICKET ao —. Nom. having jurisdiction and for which current model code research or recognized quality-assurance program that involves Ee | | PIPUATE hd a “3x8 RAFTER evaluation reports exist that show compliance with building code inspection by SPIB, Timber Products Inspection, TPI, or a wo | | 4 } i ae in effect for Project. other independent testing and inspecting agency acceptable i wal | | | | ; Lr) Ss ————— PVC ROOFING C. Wood Structural Panels: DOC PS 2. Provide plywood to Architect and authorities having jurisdiction. 5 z ras | | | (P< i ADHERE TO SM complying with DOC PS 1, where plywood is indicated. E. Comply with TP1 1, “National Design Standard for Metal ws) su : FLASHING 4. Comply with "Code Plus" provisions in APA Form No. E30K. Plate Connected Wood Truss Construction”; TP! HIB, ts i" = | Ore oe 1.3 TREATED MATERIALS "Commentary and Recommendations for Handling, Installing to ene) ~ 4° 6" DS A. Preservative-Treated Materials: AWPA C2 lumber and & Bracing Metal Plate Connected Wood Trusses"; and = S. o Ary SCUPPER DETAIL Or. SCUPPER AT SHORT WALL DETAIL AWPA C9 plywood, labeled by an inspection agency approved applicable requirements in AFPA's “National Design wg) C dq Cy 3/4" = 1'-0" aa 20) 3/4" = 1'-0" by ALSC's Board of Review. After treatment, kiln-dry lumber and Specifications for Wood Construction” and its C ~ plywood to 19 and 15 percent moisture content, respectively. “Supplement.” Treat indicated items and the following: F. Lumber. DOC PS 20 and applicable rules of lumber aN Li. 4. Wood members in connection with roofing, flashing, vapor grading agencies certified by the American Lumber “30 2D barriers, and waterproofing. Standards Committee Board of Review, any species, graded >) ét \ 2. Concealed members in contact with masonry or concrete. visually or mechanically. Aa A A2.4 / 3. Wood framing members less than 18 inches (460 mm) above G. Connector Plates: TP! 1, fabricated from hot-dip = A a grade. galvanized steel sheet complying with ASTM A 653/A 653M, | 4. Wood floor plates installed over concrete slabs directly in G60 (Z180) coating designation; Designation SS, Grade 33, contact with earth. and not jess than 0.036 inch (0.9 mm) thick. _— 42" RAILING WITH a. Level 5 |! _ oe 1.4 LUMBER & PANEL PRODUCTS H. Fasteners: Where trusses are exposed to weather, in aa MID RAIL @ 21" lt’ 1g8'- 3" | “i RAILING @ 42" & 21" A. Grades for dimension Lumber, timbers, concealed boards, ground contact, or in area of high relative humidity, provide Lo | engineered wood produces, pane! products including wall & roof fasteners with hot-dip zinc coating complying with ASTM A a | - 16 SF ROOF HATCH W sheathing & misc. lumber are listed on Structural Sheets. 153/A 153M. = = , _ = a i INTEGRAL CURB B. Telephone and Electrical Equipment Backing Panels: |. Metal Framing Anchors: Provide framing anchors made MEGR ROOF HATCH —. | GATE RAL Pu bate ately ow a a Plywood, Exposure 1, C-D Plugged, fire-retardant treated, not from hot-dip, zinc-coated steel sheet complying with ASTM A 4! X 4! “Se a ' S| === t less than 1/2 inch (12.7 mm) thick. 653/A 653M, G60 (2180) coating designation. = 1.5 MISCELLANEOUS PRODUCTS J. Assemble trusses using jigs or other means to ensure ¢D) < \ Level 3 ~ A. Fasteners: Size and type indicated. Where rough uniformity and accuracy of assembly with joints closely fitted } = Ec - | GWB ASSEMBLY = 43'-6" carpentry is exposed to weather, in ground contact, or in area of to comply with tolerances in TPI 1. Position members to O col GWBEIN — & a 0/ 2X%4 WOOD STUDS ete high relative humidity, provide fasteners with EXTRA heavy duty produce design camber indicated. wehuced 5 IN WELL cer SSE NEGE LEG FLAT OVER TRUSS > A | > ae hot-dip zinc coating complying with ASTM A 153/A 153M. K. Install and brace trusses according to TPI 7p) ” “SE —_ Level 3 HEADERS BY TRUSS EB Bese Be WOOD TRUSSES 4, Power-Driven Fasteners: CABO NER-272. recommendations and as indicated. Install trusses plumb, § a aan ia 43'-6" | MEGR Level 2 : 2. Bolts: Steel bolts complying with ASTM A 307, Grade A(ASTM square, and true to line and securely fasten to supporting ros) Zz ne = 40°65" F 568, Property Class 4.6); with ASTM A 563 (ASTM A 563M) construction. Or < 2x4 STUDS @ 16" 0.0. =~ Bp — 10° - ~ hex nuts and, where indicated, flat washers. L. Anchor trusses securely at bearing points; use metal N t = com WALL BRACING BEYOND \ ; : . : ro) = %. B. Metal Framing Anchors: Hot-dip galvanized steel of framing anchors. Install fasteners through each fastener rob) Oo. a | i } Level 2 WALL —— = ~~ SUSP CEILING structural capacity, type, and size indicated. hole in metal framing anchor. . fall Oe | — id ~ 10' -6" \ OPENING ss C. Building Paper: Asphalt-saturated organic felt complying M. Securely connect each truss ply required for forming @ a eet | FOR IN =] with ASTM D 226, Type | (No. 15 asphalt felt), unperforated. built-up girder trusses. Anchor trusses to girder trusses. Sere <= ACC PANEL CLG ' COOLER ee ee _-— METAL LADDER a. Building Wrap: Air-retarder sheeting made from polyolefins; N. Install and fasten permanent bracing during truss erection Ma. LL. | 7 DOOR r i = imi cross-laminated films, woven strands, or spun-bonded fibers; and before construction loads are applied. Anchor ends of = 2 O Aa no ‘i coated or uncoated; with or without perforations; and complying permanent bracing where terminating at walls or beams. a} ao a + ae with ASTM E 1677, O. Install wood trusses within installation tolerances of rb) co © O FIXED STEEL LADDER ————~ a D. Sill-Sealer: Glass-fiber insulation, 1-inch (25-mm) thick, ANSI/TPI 1. con) Ss PER OSHA REGULATIONS a compressible to 1/32 inch (0.8 mm). P. Do not cut or remove truss members. Y) = z ~ aT / E. Adhesives for Field Gluing Panels to Framing: APA AFG-01. Q. Remove wood trusses that are damaged or do not meet ; WALK we a2 1.6 INSTALLATION requirements and replace with trusses that do meet o IN \ a A. Set rough carpentry to required levels and lines, with requirements. A Af _-—— NEW WAVE CORREGATED i COOLER in = members plumb, true to line, cut, and fitted. Locate nailers, Pa ROOFING PANEL STOREROOM ‘ blocking, and similar supports to comply with requirements for [) ra F q — Main Floor attaching other construction. ra a et co Lege ila ee sca ; ~O'-0" B. Securely attach rough carpentry to substrates, complying CMS 4 £ ~ ~ with the following: - ENDS 1. CABO NER-272 for power-driven fasteners. S/S/10 i IP SHEATHING : aaa ES 2. Published requirements of metal framing anchor manufacturer. SCALE As indicated 2X4 SK Main Floor 4, : a di — a 3. Table 23-lI-B-1, "Nailing Schedule," and Table 23-lI-B-2, 0819 <———_. 3X ROOF JOIST = === = or- 0" * "Wood Structural Panel Roof Sheathing Nailing Schedule," in the _— UE =| =| | f= || }__Top Ft \ Uniform Building Code. | Fall 78 12 To WI Lt | LI - . 7 4, C. Fastening Methods: Comply with recommendations in APA ae. i Form No. E30K and the following: ~\ INTERIOR ELEVATION STOREROOM Sheathing: Nalléo‘raming. "la 4D SLOPED CANOPY EDGE oD ROOF HATCH 8D) EAST LE 3/4" = 1'-0" ca 1/ "i 4'_o" ae, 4/ uo 4'°-0" A: ) 4 a Exterior joints around windows and door frames, openings between walls __ and foundation, between walls and roof and wall panels; 2? 3 4 ~\ | openings at penetrations of utility services through walls, 1A \ 5 REVISIONS \ floors and roofs; and all other openings in the building GLAZING AREA 19.9% OF HEATED ENVELOPE WALL AREA _ _ : . A4.1 / envelope shall be sealed, caulked, gasketed or 4 Inch Air, Low-e (0.40), SHGC CLEAR -WSEC RETAIL EXCEPTION WO SW PAINT COLORS ARE weatherstripped to limit air leakage. SECTION 1323. SHERWIN WILLIAMS ie _ _- SIGNAGE UNDER SEPARATE ae 5/16 FC CUT FROM _-~ PERMIT, PROVIDE SOLID BACKING ___--—— METAL ROOFING _-——— CONDUCTOR HD & DS Ps PANEL FOR PLATE jf WHERE SHOWN ON ELEVATIONS we Pa WA BACKING 1. SLOPED CANOPY: AEP SPAN "COOL y, Pe Wes as ae Y r METALIC CHAMPAGNE"; PATTERN: "NEW _ ROOF HATCH wa a _ / a an " ; —- 4 RAILING a et , / r 3 7 5 | / C4 1 8 WAVE" ZINCALUME FINISH / a a || ; ff N {fT 3] 4 BS f 23' - 8" +/- ft x 3 yi 3 _-— ROOFTOP aN fl 3 \ \ / /. ye \ | — y, -_ 15 ( as (* \y \ [73 J} | \ | SINGLE BOARD PLYTRIM [3 || / be 2. ALUMNIMUM STOREFRONT/WINDOWS, - ee —-oO/ — 7 a a ase es cael \ \ rani z. va : ie _ KYNAR FINISH "CLASSIC BRONZE" 397B509 — a in Fe \ | + en ae \ LS \ \_| fo { ~ / / | a or 7 a wa Y \ 3 r, 7 ACTUAL CITY SAMPLE IS DARK BRONZE mao Oo 1 . rn 1 | \ L$_tL3 4 / - ANODIZED, AND IS REPRESENTATIVE TF 7 F nl | Ht! \ \ Y KE Mer Is , as : in OF KYNAR FOR APPEARANCE. "CLASSIC A TH 2! L / | i H | \ ae a b= +E a al (nS Ne BRONZE" IS SLIGHTLY DARKER n_- f t icon / / NS . : _t a nH ro LEST ES = {OH = a = = = 7 _} 2. oo ‘| ee | _Level 3 vel Sy 3. PANEL CASING RUNNING & STANDING SMOOTH CMU EES Eee = ia Y [ 5 | eee f ft 4k A agg 13'- 6" \ TRIM COLOR: SW0023 PEWTER TANKARD 7 i =e =a E a — Me fe || y X Po AAS UPnaeee) oA i : pa NOERLINTEL SEES = STOLL py) L 8} eurrer | ~Y SHOX 8.36 FCB | BAe" FCP =—— an | . 4. HARDIE PLANK LAP SIDING, SMOOTH : ' \ = f i \ : aaa SS SS poor fe-terrr = —t 7 7 a Z Z | — = = a = = Level 2 COLOR: SW0002 CHELSEA MAUVE Be [csesa im i \ 3 = __ __ 7 ~ 410'- 6" sear <== = | ————— ‘ill 3 | es Sasanaae Ay one Tune FT foo - — : EAI ill N 5, PANELS, ACCENTS & COPING/FASCIA oe 3——TON RADIUSED Lesee be sane ard) tt 13 3 3x5 DS —_ COLOR: SW0006 TOILE RED as STEELANGLE—————_— r 3. | emgage I _| WT 737_Th C DNeeeiina - ——— ‘ <a UNTEL =o i S44 1 WZ SSS "Ar i = MASONRY MATERIALS: MUTUAL MATERIALS: sae a oeeoae — = 31f | { 1D \ 6. COCOA SPLIT FACE BLOCK I i es a ee: a —— ] See = a ~ mn WOOD CANOPY +} = AB.2 / | — Eaeeaeaeee Cc = SUPPORTS__ | Se BENCH — 7. MOUNTAIN BLEND FACE BRICK ———e ; |_| fe A ae ' RECYCLEBIN 1 — SLOPE AWAY FROM bee ot | 4 YL DOOR 1:24 OR LESS MASONRY MORTAR COLORS AS SELECTED = . xed ieee nOre FROM FULL RANGE OF MFGR COLORS (ES = IT SST a. peo : SS Ed bo & oo = 8. SHEET METAL MATCH "CLASSIC BRONZE" oe iseeneae’ = So eee eed Bo ry =a Main Floor g~ = —== ae a . 0-0" * /z\ EXTERIOR COLOR SCHEDULE — ALUM. WINDOWS W/ 4 (4 = 40K Coa ——- VERIFY W/ STRUCTURAL to : WOOD TRIM / | NY’ 4/8" = 1'-0 4 S| “| 7 ~~ WOOD BEVEL a NN L ; L_ _FA = ee PON ae ee ee ee we eee fp) SIDING, TAN. = BRICK VENEER NO — Me A LGNEESE | | \ NON UNIFORM DS BOOT KN 23 | DS BOOTACONNECT BURGANDY RED DPERTY LINE, SET TO UG DRAINAGE eh \RGEST FOOTING el ON LINE 4). SOUTH ELEVATION 4! _ (OF " = {' -0" AL Vann KN 24 a Af a} Pa ROOF HATCH RAILING Lee WU _-— RTU (2 HVAC SAME HT) B 7 ee \A24 ) Of LY [——— SIGN UNDER SEP PERMIT B 5 Sr , ' . L = rs P PROVIDE SOLID 2X BACKING pg > mtg | | —— ] i a L_ - 7 oe Leeland gfe \ Vv | y | 7 / | | fo Se 7 i J Z _Level5 gh 7 / Level5 g> | / | | 5 a j | | | / 18°- 3" \ | / | 18'- 3" Fs ~ i7 TT ] SI / : aa | | Z | = "4 \ f 1 / | | L i | #3 N / | / ae nm F=——— PLYTRIM FASCIA f / | f te Ca = av = KY | 7 A (/L__| - —H ats \/ O/ 1 X FURRING am a Z | on | ore he . owe So a eT Z a ey ee ee ee ee ge Sg a Sa ey gp eee gg pes ee peg et } _ LevelS ge [ S@2Z Breeze \ th Level 3 a. = = i. { 1 | T 1 ! ' \ a eS St ' \ | S — = [TT PTT tT eet Tr Tr 13'- 6" \ - A 4403 7 im -5 3 Cs] =I 3 ZA t— F111 | |__| Lett | | [{ [ | fT P| be PA Mo UF ‘ rs y = aa ji | | i TT] | | T tT ] | | | Lo So See, eee T 7 ij ~ y y 7 ; s=all —_1— : | : | ; = | | , | | 5 | it H — | a! | i al I I == a_i 2 = = ‘ 4 Z ee __| = — | a = =o Level2 @> Level2 @> oO a | | | t | | | TT | —_ | ~~ I —_ Tel _ " \ a ~~ —_ — OO - “A t . Ww 3h CI | Coo aa 10'- 6 7 == 10'-6 oe “ ——— _o Py Ty [eae Tn COU ——— - 3 | | Ut ft | | | [es Coto || SS wo casiNG fea Seemeeast —— a | 3 a | | | | | | | | == ae oes oe 3 + - : ‘ 7 T | : T | T | a anal | T re | a ee | EC a i | | | | i his | | ' | ry ceeens| Piel Cor es a oe — | a i | pope { i | an L_, ae =e Sy a es Dw - | | _ ll 7 | pi | ceed | exscl i | — oe Ay | _ alae caren aes — a [| apo = _— [es aoe oe i i =i a J EE ———— bus ee | 3 be TIL ‘ Lal | | | i | | | | i | | al | ie ror aa . 7 Lo . ear = ae ! | —_ a |e — I i os algal e| ; \ eee | 4) a / | ieee | | | N | , | foo a / eS a a : _ _ | — P |__| [| \ K St rd ri ' WT a ao || fame! SEEEESSe! _— Ss \ \ ————— a: a co / SD \ eee a lee ee Pot . | | | | i, | | Es 1 { \ eine _ eS ae ee T T TT a= Trt ‘ T “ - | 1] ~ ] | TTT Lf HL T H | TT TT T T 1 tL a) ma ak ee Se \ Aad / =a Zane . e femet seaeeese Fa > AY AAEAATEEET ee A To . TET TEETER TEETER PATE PET TTT] TIT TTT T= _ We a : Ps Sony Seeaes = maaan , aes meat LL Sa ciat e a ma a md ess se ne a re ro as \ eee foes Se eee ee Ro oe ee ses ees ee Eee eee ea oe eaten Ge fo aca pear Snes meas eng aa eee oe aes ac nee aes cae oes ater see nese anaes tases eee oeeae tenes serenacens=eensneese Saad SeSneaSeeeseeess SaSESEeSEESee Weeeen? ae aeeeee ees eeeesaeeesaaeeeeas seneee tae Soseeer cs Seces seeeeeseeean seeeeeeceeeaee ieee fa eran eee / eer a = ere ee eee eee ee oS ee pee Core eee eee Main Floor @) emir a eect Main Hoot ae Zz — : I 0'-0 | — =| — i |——T _= =| — Oo'-o" ~\ oO | | _ Top Ftg lina _| i — ii! | see | | poet | | ——| | a eit T Ft ~ ee _ _ _ - ee _ on a _ _ _ = = = _ = = + | _ _ Lo _ _ : 4, eee 0 0 eee oe ee = | | | — jie Cp rig ay yy = N a i / | -1'-7" li | eet eee ; || |— == 7 a ~ ~~ a — — ~~ — — a = —_ a S ~ 2 ~~ a TS _ — es| [lesa soos ee a es a eee A C ~~ Tole lee | Bot Ft PS] ST Sl Sr EST polFta ay C 2) WEST ELEVATION 7 , a -2'- 5" 5" eS) 4/ W = 1' -0" ai } = | | ~~ STOREFRONT GLAZING ——— “q» Main Entry Elevation ( 3 } " ' uw 414" = 1'-0 sae SECTION 06200 - FINISH CARPENTRY SECTION 05500 - METAL FABRICATIONS D. Fabricate steel girders for wood frame construction 1.1 MATERIALS, GENERAL 1.4 MISCELLANEOUS MATERIALS 1.1 SECTION REQUIREMENTS from continuous steel shapes of sizes indicated. A. Lumber: DOC PS 20 and grading rules of A. Fasteners for Exterior Finish Carpentry: hot-dip A. Submittals: Shop Drawings showing details of E. Fabricate steel pipe columns with 1/2-inch (12-mm) inspection agencies certified by American Lumber galvanized steel nails. fabrication and installation. steel base plates and 1/4-inch (6-mm) steel top plates Standards Committee Board of Review. B. Extra heavy hot dip galvanized steel nails driven 1.2 METALS welded to pipe with continuous fillet weld same size as B. Softwood Plywood: DOC PS 1. into pressure treated wood. A. Steel Plates, Shapes, and Bars: ASTM A 36/A pipe wall thickness. Drill top plates for connection C. Hardwood Plywood: HPVA HP-1. 1.5 INSTALLATION 36M. bolts and base plates for 5/8-inch (16-mm) anchor 1.2 EXTERIOR FINISH CARPENTRY A. Condition finish carpentry in installation areas for 24 B. Stainless-Steel Sheet, Strip, Plate, and Flat Bars: bolts. A. Fiber-Cement Siding: Made from fiber-cement hours before installing. ASTM A 666, Type 304. F. Fabricate loose lintels from steel angles and board that complies with ASTM C 1186, Type A, B. Prime and backprime lumber for painted finish C. Stainless-Steel Bars and Shapes: ASTM A 276, shapes. Size to provide bearing length at each side of Grade Il; is classified as noncombustible according exposed on the exterior. x Type 304. openings equal to one-twelfth of clear span, but not to ASTM E 136: and has a flame-spread index of C. Install finish carpentry level, plumb, true, and @ = D. Rolled Steel Floor Plate: ASTM A 786/A 786M. less than 8 inches (200 mm). 25 or less according to ASTM E 84. Factory- aligned with adjacent materials. Scribe and cut to fit tamer . E. Steel Tubing: Cold-formed steel tubing complying G. Fabricate ladders for locations shown, complying primed. adjoining work. Refinish and seal cuts. Follow Fiber O RS) with ASTM A 500. with ANS! A14.3, welded steel construction. 1. Available Products: Cement Mfgr installation instruction. Maintain Mfgr —_ 5 __——— COPING F, Steel Pipe: ASTM A 53, standard weight H. Fabricate pipe bollards from Schedule 40 steel a. James Hardie specified gaps between panel products, and seal per ep) 2 ep) pee (Schedule 40), black finish. pipe. Cap bollards with 1/4-inch (6.4-mm) minimum 2. Horizontal Pattern: Boards Size on plans. wide in mfgr instructions. = Zz 11-7/8 JOIST G. Slotted Channel Framing: Cold-formed stee! steel plate. plain style with smooth texture. D. Install standing and running trim with minimum [o) Z ee _--—— OVERFRAMING SLOPE channels, 1-5/8 by 1-5/8 inches (41 by 41 mm) by 1.5 STEEL AND IRON FINISHES 3. Panel Pattern: 48-inch- (1219-mm-) wide sheets number of joints practical, using full-length pieces from ® = we a TO DRAIN PER ROOF PLAN [0.0528 inch (1.35 mm)] [0.0677 inch (1.7 mm)] A. Hot-dip galvanize steel fabrications at exterior with smooth texture. maximum lengths of lumber available. Stagger joints N . O [0.0966 inch (2.5 mm)] thick, complying with MFMA-3. locations. B. Exterior Lumber Trim: in adjacent and related trim. Cope at returns and miter ra) oO. omer PT 3X PLATE H. Cast lron: ASTM A 48/A 48M, Class 30. B. Prepare uncoated ferrous metal surfaces to comply 1. Smooth-textured, fiber cement board by James at corners. st — |. Aluminum Extrusions: ASTM B 221 (ASTM B with SSPC-SP 3, "Power Tool Cleaning," and paint with Hardie, sizes as indicated on drawings, and if not E. Nail siding at each stud. Do not allow nails to O © ~ PVC ROOFING OVER PROTECTION 221M), Alloy 6063-T6. a fast-curing, lead- and chromate-free, universal indicated for a particular application, as required for penetrate more than one thickness of siding, unless = <l BOARD OVER R-21 RIGID INSUL J. Aluminum-Alloy Rolled Tread Plate: ASTM B modified-alkyd primer complying with MPI#79. detail. otherwise recommended by siding manufacturer. Seal aa) MO .: > 632/B 632M, Alloy 6061-T6. 1.6 INSTALLATION 2. Fascia panels greater than 12”: Ply Trim of joints at inside and outside corners and at trim e = wer TOP OF PLATED TRUSSES K. Aluminum Castings: ASTM B 26/B 26M, Alloy A. Perform cutting, drilling, and fitting required for Tacoma in continuous length, manufactured for one locations. fa) nH — LL / 443.0-F. installing miscellaneous metal fabrications. Set metal piece installation, no seams in the same plane. F. Select and arrange paneling for best match of <p) foe) © j - y Level 3 1.3 GROUT fabrication accurately in location, alignment, and Special order item. adjacent units. Install with uniform tight joints. = 2 43'-6" A. Nonshrink, Nonmetallic Grout) ASTM C 1107; elevation; with edges and surfaces level, plumb, true, 1.3 INTERIOR STANDING AND RUNNING TRIM Y) - Zz LL recommended by manufacturer for exterior and free of rack. A. Interior Softwood Lumber Trim: C Select - x applications. B. Fit exposed connections accurately together to form (Choice), eastern white, Idaho white, lodgepole, ) ———EE—— 1.4 FABRICATION hairline joints. ponderosa, or sugar pine C Select white woods. A A} 1 ee | ee A. General: Shear and punch metals cleanly and C. Coat concealed surfaces of aluminum that will come B. Wood Molding Patterns: Made to patterns in | ; : a O accurately. Remove burrs and ease exposed edges. into contact with grout, concrete, masonry, wood, or WMMPA WM 7 from kiln-dried stock graded under .) ai WOOD FRAME WALL BEYOND Form bent-metal corners to smallest radius possible dissimilar metals with a heavy coat of bituminous paint. WMMPA WM 4. D iL + without impairing work. D. Anchor bollards in concrete and fill solidly with 1. Moidings for Painted Finish: P-Grade eastern CMS i * B. Welding: Weld corners and seams continuously. concrete, mounding top surface. white, Idaho white, lodgepole, ponderosa, or sugar 5/5/10 _ Level 2 Use materials and methods that minimize distortion pine. oo = H OE = SSS S«-= 10.6" aw and develop strength and corrosion resistance of 2. Base: WM 623, ogee base. SCALE As indicated “To | . base metals. At exposed connections, finish welds 3. Shoe Mold: WM 126, 1/2-by-3/4-inch (13-by-19- 0819 i (ee and surfaces smooth with contour of welded surface mm) quarter-round shoe. F} a CMU WALL matching those adjacent. 4. Casing: WM 376, beaded-edge casing. | ‘ TRY C. On units indicated to be cast into concrete or built 5. Stop: WM 954, bullnose stop. ; CMU WALL BEYOND (FIN NOT SHOWN) into masonry, provide welded steel strap anchors, 1/8 6. Chair Rail: WM 297. "la <i by 1-1/2 inches (3.2 by 38 mm), with a minimum 6- CARWASH TO EQUIPMENT ROOM ROOF inch (150-mm) embedment and 2-inch (50-mm) hook, (5 \_ TRANSITION not less than 8 inches (200 mm) from ends and 2 a9" = " corners of units and 24 inches (600 mm) o.c. — 1/2" = 1'-0 5 (i REVISIONS ~) \e 4222 > CHARLESMORASST, oTATECFUA D 57 KNEE BRACE DIMENSIONS D 1° = 1'-0" | 1 2 2 FASCIA ON EAST CMU WALL <4 1/2" = 1'-0" Aa, FASCIA DETAILS (D3) 3" = 1'-0" 64 FASCIA TO SIDING DETAIL ey 3" = 1'-9" ; 4 nt RUNNING TRIM DETAIL Sees | 3" = a" {4A _-— ROOF TOP UNIT, SEE PERSPECTIVE VIEWS ——— ' ven ge FOR SCREENING, SEE BUILDING SECTION OF J™® 7 —"~ a ae, Sy RAILING AT ROOF HATCH as eo » 30 / 7 | ae : / / \ if e_ | N [3] Ny Aa. Ps a _-—— COPING > FCPFASCIAWITH / \ 5 ioe \ Se Level 5 f ra FCB BATTENS / I _ _ _\ | / — 5 \ a ees ae —_— : 7 [ a Vi — | | VO | fa Pa {5 | - —— " t LA oo | im = A , 6 | sit = ily ! f+ : : : =| f 7 Uy ify { / / A A V 4 f } / / gee Lo r VA [3 A —— a oe oe Ne oe + J ! } = NO LK wot |_E ) CONDUCTOR HEAD & DS-—— At eC EEE _ Level3 @> A — rt 2 an = — Hcy < 4( 7 1 [1 ia Cr to. 13°- 6" \ a = 3/4 X §.5" FCB TRIM_—=-————-— 6 anil pry ey | 3 j el 9 | 3 NZ NV t L L | | l i | —— i i _ Z eae ——_——— aes —— aS} ee A A f Fs _ Bree ra Z FLASHING tL | | SPLIT FACE CMU [| ~ Z i \y = — | 1 T 7 T T 1 T x ; — r i I ee ee ee [| | Level 2 4, = = \ i | il a ie a _ — tr — 4 p - 6" =— —= [— ef ———| | — I Sh | c — |i. = Eo L _ — a2 <7 — a 78 ey er ZG FLASHING = ee 4 — : Crs] —_s —— =— v aes [I : CT 2 ys . | ———— — re =r | _ . ; Tr 7 [3 ;——7 - = & FCB LAP SIDING CLADDING — ELECTRIC METER aa 314 X 5.5 FCB | rte a ! im =e] | L | al — i - ——— == = STANDING TRIM i me | ee Lt = mae TYP == FETS TYP 7 Lt} | rr p= = f NS facet Yoo ; \ __ if at 7 ——— ae eer ee = i ! : wre we. Cs, =) | es ia SECTIONAL OHD———— oo fo _FLASHING OVER cued — L a =| I oT PT : SOLDIER COURSE z | a fees eee [| # TTTITITM m7 TITT TTT Eh] TITTTT ment | T TELTEETITITA TTIILILELT Ti tt T TTT TEE T EI ez } if | | TET | T TT T T Pett 7 ae ered LE ae i | _ | ae [TEEPE TTT EEUU TTT) (TTT TTT TTT TTT PTET ETT PTET UT i TTT UT i LTT TC) CT Ty ooo EBRICK VENEERS SESS Seay are aa a == See eens ence e seen ees enenes saseeenerecesanceeeesel eeana reson) of a Seseeseenn | a Rf a a ey eee | __Maiin Floor aa XY Tt L Ri L i if I : Sear 1 ii I i I i I I al L I I i L I _ r i I I I I L i I if I i if I _— i ii I i i i _L i I 4 I i I i i I aes ee sk j I i 0' 0" t | - | | | Top Ftg 4, __ ——— a a =, = <= — — — = = — = es =. ee i Se ea = = = _ | — IVP \ _4 i a4! . 7" A = _ _ = a = = = —— = — ——s SS = _ = _ —_ —— = es ~ = eal FS Se \ Bot Ft ~ H ap Lee = % a a) aan ae 2'-5 (7) NORTH ELEVATION B ae, 4h: " 1'-0" SWA PAINT COLORS ARE SHERWIN WILLIAMS 1. SLOPED CANOPY: AEP SPAN "COOL METALIC CHAMPAGNE"; PATTERN: "NEW = SGeNc K WAVE" ZINCALUME FINISH eee i ~ ~ - ge _pe—— TOEEP FAB (2. sca 2. ALUMNIMUM STOREFRONT/WINDOWS; [5A = BRACKETS Cs \A24 A414 / P n AA OY 9.28" FCB BA 5 7 cop YW ff fo = : — | = eee ACTUAL CITY SAMPLE IS DARK BRONZE fi /, - 3/4 X5.5 FCB 5 C3. id 3 Jf ; ~f ae LH ______} / | a eee | vo / SPLIT FACE CMU ff ff ——= X _{ fa aera / PLYTRIM FASCIA ANODIZED, AND IS REPRESENTATIVE a _ _ So a SR Se ae ee —f = {— / raed ~ 7 . . KK — = = - == = = “= — ———— —OF KYNAR FOR APPEARANCE. "CLASSIC — a ° Z| | /| ee 2 : (ay TTF SS FEERCENENT 1 —— Aa ALB BRONZE" IS SLIGHTLY DARKER | H = (aaa y\ if [sh /— | LAP SIDING FZ L — a - - — = ahh WY = = - i | \ / | / = \ | — ++ ait Z . | 3. PANEL CASING RUNNING & STANDING Na / io i} / ; <> = ae IP 4 > 1 <p ij TRIM COLOR: SW0023 PEWTER TANKARD ape | 4 = i al Ft rl 4 | ras 4 WA ini T A 3 | LJ L. Lj tu } {, ~ 2 / va ee pepmeeememmmcecre | j V Z ae | " = ] { Fa 4. HARDIE PLANK LAP SIDING, SMOOTH _ a — — = 2 | | (ay ees Sees | == a es hae Le ) a a eae — ae oN || eet eee fee ‘ae \ — a=; aque eS Ee . — Sth a == = , i ft EE _ | mi 3x8 RAFTER" = \ 1 / ——— = . C COLOR: SW 0002 CHELSEA MAUVE (eae | | cement al 1 Lo Se Oe , 4 ; : | | ae _— — see = LI a = = = = = = GUTTER, TYP ———= = Se ae | eee \ | _ _ COLOR: SW0006 TOILERED _ i if { \ ers ao 1__—_ soe ; ; : La ; . EEC [teen oa = z — ——— = MASONRY MATERIALS: MUTUAL MATERIALS: i ee al ae | 4 a i emcee i Sl eo eel — eee Sot A j | \ O'- 14° | ; ~ a . ae | || --— srs “TT | -—— SFS fq Py ) tT SFS secieseseaea 3 | f \ a = —_ MARQUEE a oy = to ; Fl | | a= oan ae) oars 7 _—— SFs -++ 3] yf 3x5 DS : = 7. MOUNTAIN BLEND FACE BRICK b : U | | =| al | aaaee Ey | ‘sa —_ a a SFS 9D \ — 2 | | a ee SFS —— = 5 1 — HE =~3X4 DS = | a =. ra \ F — fan Za pe) ee = a oe ! TI 7 nie "_ i | sae = Se a \A5.2 / ¢ h | ag io) ee eee MASONRY MORTAR COLORS AS SELECTED oe | sh. — oS ee |] 3x6 DS ~~ ee \ 5.2), | iL 8 \ | . HSE FROM FULL RANGE OF MFGR COLORS Ry - | | T Ty T El 1 ae a ' 8 i h eat y, 3 be ————— C est) oo Po os ote Sees oe a Lv == Eee | | —T | ni ee ee | oa = 3/4 X5.5 FCB a 8. SHEET METAL MATCH "CLASSIC BRONZE" === [IT |__|. en ee peed ee u . - ——— mos | | \ | ‘| Lg Poy Ltt \ \ fi Tl it THI | TIT THilhitri ttt Tint Tree ed el Mitte TNT Mhithtiitttiii) | TittiriTL TTT, Ie K == TM ee ay MM Ct CO (3) EXT COLOR SCHEDULE i i 1 I T H I I I i i 1s wa i i i! I it T a ae i i YC T i i T i [ (i Be ee ‘a i T I I iz i i ] i I H a ee de Cy I i I i I J [ i i i di T T T T T Tt i i I I I i} T i I I i I ru ra ry iT ——— oe oe ee Sere See ee ey eer coe tor ee ee roe BRICK VENEERD oor} Eo SOLDIER COURSE-== oH — 1/8" = 1'-0" Wh re Ee po one Ee Ee to A aes ee a ee ee ee ee ee ee ee ee ee ee oa EH — —_ L I I Lt r i i i L i I ia T T T I i I T L H T i" I L i ~ ESI eel I I i i i i I I i i I T ==. H I a T I i i L i I i i I 1 a St Lt — = a — en — a r | , iN IN = | po. 4 7 “~ DS BOOT — DS BOOT CONNECT TO “— DS BOOT _ _ _ _ — _ _ _ _ _ oe 4 _ PF oe _ — _ — _ _ _ STORM DRAINAGE WITH = _ Le a _ oe _ _ ae _ ee ef ee _ _ _ _ ~ fF — _t _ _ _ _ a _____TIGHTLINE, TYP _ _ _— _ _ _ oe _ oe Se Se eS a a Se ee Se Se oy _ TT — SS ES SS SES eee eS eae Ee Ed fa - 4 3! . 4" T 4" Fi +f = (D> EAST ELEVATION : \E) 4/4" a 4'-9" ee / a, Co / ae, —— PT 2X6 FURRING/BACKING FIELD COLOR PRBOWE - 1" X 5.5" CORNER TRIM oe NAY Tb —" SEALANT ——__ i cA \e —— 7/16" FIBER CEMENT PANEL THE BATTEN SEAMS WITH 7/16" X 3 1/2” COLOR (3) —— 7/16" FIBER i fn Be FIBER CEMENT TRIM BOARDS CEMENT PANEL : 3/4" x 5.5 FIBER — CEMENT BOARD | eg _ 7/6" X9 1/4" BOARD CENTERED RUNNING TRIM an ee SEALANT ———__ a BEHIND BRACKET fe a . 7/16" FIBER CEMENT PANEL WALL SHEATHING ———_ 1-6" <> | et i f A&B —— PT 2X4 FURRING 16" 0.C. 3/4"FURRING ——~ 7 FIBER CEMENT ——_ sf 4 | Sa SN RUNNING TRIM sh OTE yop BRACKET ji 3/4 X 5.5" \ Te B PLY TRIM FASCIA ——_ D x] B SEALANT ———— BOARD = A /_-——_ SEALANT ‘ 2, 7/6 X 5.5 STANDING TRIM ———— 4" CORNER ———_ wee »~ 3/4" X 5 1/2" FIBER 7/16" FIBER ae STANDING TRIM ee noe tL * CEMENT BOARD CEMENT PANEL IAI SRALART oncuc¥ ‘ RR renee tes A 7 o ee Pe # PT 2X4 FURRING COLOR (48) ——~" Y WOOD STUDS ——~ «. gn a tig Q / oo ee Bs ae | a 7/46 FIBER CEMENT PANEL ~~ SIBING SE 7 Level 3 AIR INFIL. PAPER — OVER AIR INFILTRATION — 43°. 6" O/ SHEATHING PAPER = N SH E E T CO N T E N T S Se a Br e e z e St o r e NS 14 0 8 Si m s Wa y , Po r t To w n s e n d , WA Na g r a In c . Ne EL E V A T I O N S CMS 5/5/10 SCALE 0819 As indicated 7 S < 3.2 Z, _ ee : Mo \ i, (> Lp ROOF HATCH RAILING CAST \ Aa / ae aaa ——~ el ae er _- CRICKET -2X6 16" OC. RTU —~_ \ oe Sy, if ' a WITH 5/8" WD PANELS S | / _ TALL WALL COPING eS —_ ae a ae = i= c= — - == \s 7 —+= ROOF HATCH — — —- -- —- = = — cnet — ——— gi - an , ps, r x] Yi : a oe Be f \ fT : an ~ /_-— PVC ROOFING OVER “EN / PVC MEMBRANE ROOF on ag p16} CRICKET OVERFRAMING — ( | Ph / 4" R24 RIGID INSULATION | LY ia ——_ OVER FIBERGLASS . | za { ican \AS.2 | | ~~! | | sp co's = ; GYPSUM PROTECTION 2k | — | | S bell | .+— a Z BOARD OVER R21 ar | I | | ae St ea | o) = Fa POLYISOCYANRATE RIGED {asa | we ee : a ! | ee A | . Ne ee ee ee a en ao ONS a Thy i: tt u | ’ s » cms A : bo | vt ERE eS vee ee cuaen ares ' Level 3 \ 5 : ma ¥ , - ' Level S A as Pr ca —— ———— co , FLT ae ———— se a ‘— : 13'-6" en a 7 1 E = | ian A —~ LA =e Se oS [oS i a oe EE | | Lee | (| FRR ON CM iE | we NS yy, if \ NAT eee Ss a || SS || SS. | lay Le ~——_| ENGINEERED PLATED eee || see | | Fill | 42° OPS - — | Lr || | \ . 2 ee eT | tO | LE Ae 7 # || eA Loe . | ; : 2 3 _ Level 2 @> a! | Level 2 1 T E - : | 10'- 6" * LI | » 10'- 6" J YS _~ - SUSP CEILING ———[ | | | | | $= | i * aan ‘i * | ian 7 — > 7 | | ; eee “~~ HIGH WALL OVER WALK IN COOLER/FREEZER ~~ sir —=|— IF in a ee — CLOSURE | CT ats Gonnam i opek bo | dy / STRIP, EA : LL \ WD FRAME WALL TO CLOSE SPACE “J I || RIP, : © | BETWEEN TOP OF COOLER & CEILING \ FRP ON PLYWD BACKING SIDE OF COOLER | | & |} SPAN BETWEEN WALLS W/ (2) 2X6 ji i 7, ‘ \ ATTACH TO TRUSSES PER MFGR'|| | KIT NEN INSTR. AND PROVIDE SWAY BRACING A C , | | | / — MARQUEE —~ - N = 4 4 | = | S Oo > | E | | \ ft Id © on | | ; | | | 7 = an rr | he | | eee a re A _—_ — re | - GOs / CHARLESHORRSSTAFFORD —_f 2B se STATEOFWASHNGTON ere DOOR 41 0 ' a 8" am | 8' - 8" 1 AUTOMATIC 3 = | , | CARWASH | | J = = es e Mm ee + > [— eine ft a se ieee \ oll ; : . ae . COOLER DOOR NO, <4 y / | ae Main F Floor | PUBLIC ACCESS|||,“ / | | oe a = | ll ——i 1B a = a _ i _ == = aime yall (ora Ee ss - a sou oe eg te Ss a pent aie By, ay, aqast co gets | i ee) reer a : 7 Qo" \ i ; | aoe a san == TPT: 7 4 T ro “TTT T oe aa all _ : Te l We s | if ie ip ; }——]| | fj} | |} : | = | je co ) (=) |} (=) 1 T= oneal ol | | I= H a Py t | —| | i=! | =| ial ht Te Bot Ft 4, BUILDING SECTION AA _ _ Z 5 ow 5A SECTION | AIA" = 1-0" 14" = 1-0") | _—— / 1D ROOF HATCH RAILING —~ / § ir NR oy, B pores erm __--—— OVER FRAMING CRICKETS PER ROOF PLAN . _-—— ROOF TOP HVAC UNIT (RTU) \ Sy, | | we __-—— ROOF TOP HVAC UNIT (RTU) Y ——— ~m ESS SS 4 = = a en — 7 — T — — T _ y i” | eo + ENGINEERED PLATED TRUSSES TOP CHORD BEARING 24" OC. | [NY : é SPACED TO ALIGN WITH 3X6 EXTERIOR JOISTS PER STRUCTURAL | \t————__ TRUSSES ALIGN PER STRUCTURAL PLAN || ' | ee ==)" 8) | 13'-6" XY Ltt Level 2 fT }j—— — eee ae el 10'- 6" ‘ U u —U — U aL ZU ina — = = r. x 2% | WALK IN REFRIGERATION oN ' = nf =o J 7 A ON ROOF ~~. DRAFTSTOP | = i CONNECT PER STRUCTURALS\ HIGH WALL-TRUSS MEGR a PROVIDE CLOSURE) : \ i | TRUSS MFGR SHOW ON \ PROVIDE CONNECTION DETAILS T TO WALL . a “Sigh HIGH WALL ——SUBMITTALS, TYP — . PROVIDE SWAY BRACING 8' 0.C_ ———— : | fa | — —TT | | | | ~—+| SUSP ACC DROP IN f —_ f } i ne : . | \i . nie | | i, H PANEL CEILING \Ag2 7 | a 10'- 0 Lob | | | | | || BIDDER DESIGN CABINETRY-PROVIDE ADA COMPLIANT COUNTER SPACE — i { | = | i | | | | FIN FLOOR ytietex || | > OVER 5" CONC SLAB ON GRADE “ O/ 10 MIL VB O/ 4" FREE DRAINING WALK IN a | COOLER C | 8' . 8" \ = \ | t )\ ) (K O w | / GRAVEL BASE Main Floor kK Zz Lil —— Soosseeee _ ; eo joe — S ps - - — : . — ———— — : . meee ! . : - ae 0' oO ° [o) emenn pg pe Oe i 2 co ie feet een eet wae — TT —] | =] = ETT 0 O [| HES ee) He se) ee ee) LE pe Pe | || | | ==] | JL 1 LL | (=H | 4 (Ue) UES ie |: ftom (loll {a | UE Ee == 7 [=] 1] rr . | |-—| | | | | | | [| j [7 | — ee eee . LJ | TET ! & || Pee ee ee . C | a 4, + KO a tt Ne y 36 Be SECTION BB SO Tig = 1-0" - ; : " — PVC ROOFING OVER PROPRIETARY FELT ; a INSULATED PVC ROOF ON 2X4 ~——__ =" | SLIP SHEET OVER WOOD PANEL DECK OVERFRAMING TO DRAIN Re, fs ene a ~ a ed 4 —_ PREM ee 2 mt N —_ Is / 4B we JOISTS @ 2 OX, / / 3B \ — | \ | _ ae | ; / | ay \ A5.3 / ! tl = ' \ 2 i | = | : | ae N — » ABE a | | ___§_ , L » ae | | 7 ! — Level 3 a | = _ —L. = = : _ Level3 gh 13'- 6" © | Ad “—— JOISTS BEARING ON TOP OF WALLPLATE | i- | ~ 43°-6" _\ | ZA 2 “ ' | S| | / WA im IN a u BN : “a i = eee a : Woy ~~ TRACK TO CLEAR CW EQUIP BRP ES Be SEeelet | We —_ —_ | ~~ PLATED FRUeSES nal ~~ oA ; of LL? we : SS “40! . 6" \ ' ; iin {2s 24" O. C. ; 2. : iS << —____| | 5/3" ‘CWB CLG | : | | : : oe _ MARQUEE | zt | LI ! | | |__| = | AEE) | (_s8_\ CANOPY- = re | aed —— 1 1 T T° ! | OO O , = Level 2 a ere 2 ees ee on a aS oe en | —_ Q i 2 i ___ FRP OVER CMU = | _ | | aa VENEER JAMBS | ———_ AUTOMATIC CARWASH / we FULL HT PER ELEVATIONS — BRICK VENEER ae VI t T t i t t Ce o ET T ] 14 0 8 Si m s Wa y , Po r t To w n s e n d , WA Na g r a In c . Se a Br e e z e St o r e BU I L D I N G SE C T I O N S | a a | | | | ! i i | i | | - 1" MORTAR JOINT oe ( N “= CMU NATURAL FINISH | : LL —e { y fr DRAIN SLAB TO WATER RECIRC SYSTEM | [ OP ® SS a Pee a RU aR RN RRS RMR SAR CR ae DO wed _ ~~ OHD SEAL TO JAME 5/5/10 ; FS7eeir “ETS SST SI | Bel — = Ty] See aS ae SCALE As indicated HE T TT TT PE L L E T ET E ET T TT TI T TI T E TT T Ty Sa ) 0 — oe . : SPLIT FACE COLOR D a ae : | |] | ||| eee ee ee ple Ll pe ee 3 i Bot Ftg @> ~ 0819 | tt St rt Ht El It =n _ = { 1 dot ae as A ee te | | 2 eo? LP {ft j——} E 2 in jj ie | BotFig , a = ee ITT NSS St PST FETT ~<a =i i SECTION THROUGH EQUIPMENT ROOM Spr est St eer =? . 5" Cp esses OFD Se 1/ 4 1'-0" - SD) 1 1/ " = 1' ay 4 ~ CC REN ) a 44" = 120" 3D. CARWASH BUILDING SECTION DD 6p, YAMB AT OVERHEAD DOORS A4 1 1 2 3 4 5 (7 REVISIONS —™) (fm Level5 _ ee _ _ oe FLAT SEAMED 26GASM —~_ _-— FLAT SEAM 48° - 3" | for, 2-11" / _—— ALIGN WITH PARAPET AT {2a \ SIM FOR ar < ADJACENT WOOD FRAME 4-44" poe ADA] CDIMENSIONS 2X BLOCKING 24" 0.C. ‘. 1 | WALLS EAST & SOUTH , - ia Nascast FLAT SEAM—= Y—— — & a PT PLATE ~~ ~~ Wie eee * |} 2x8 _ 474i SS Be a CAP FLASHING T L | 7 CLEAT ATTACHMENT SGUNTER FLASHING a NN Lh —1" X 9.25" FCB \Wetocking 17 = = ? | ER = PVC MEMBRANE ROOFING —— hx, A BATTENS eat 5.5" X 3/4"FCB ~~ O/ FGL GYP BD fh 4 te ; KO : : — WA aA24 / _ q exes Kes Heo FRY MA pLSBHINE CLEAR FIR 2 X 4, PAINT roipart ——_|f{ > || 24 = CONDUCTOR HEAD N BATTENS ra Ae. A 7] as ; Vv /-— <— ; 2C \ Ae 76 FCP x \ | -—-—--—_ SEE STRUCTURAL DRAWINGS Ls PVC OVER — alee | Fey ae pe RE A Ree | 7 fhe \ bel ge Mel ie _< anne ont aS ; SLOPED ROOF DECK BEYOND —— Vi ee v 4 geen ch a SMOOTH BLOCK UNDER FASCIA ACY PT SHIM SOLID BACKING, TYP ee CUDAINE BRACKETS nae Lot} oe 2 3/4 X 5.5" ee eee a Pest ; : - “VANE Lad a yet ft L Pa 26 GA "NEW WAVE” CHARLESHORRSSTARORD a CEMENT RAP \ 13'-6" \5 — i “SMOOTH FACE BLOCK 13'-6" \ Ye i Pa , Ea | BOARD ea x : ) Level 3 a Py OO Ne \ UNDER FASCIA PANELS, TYP. al a // Level3 @ es Se See es ross ier “— FRP 0/ 5/8" PLYWD \ ——_SE— EEE S| a __ LEVel o My 13'-6 TYP. SEAL —~L fo i \ SV tT 43'-6" < pe ALL EXPOSED SHA an | _» SOLID BACKING TO BOTTOM OF LEDGER a | CMU SE CMU WALL q =| ) SPLIT FACE ie - 2 inane BLOCK, Tk _ : Ce. - N os oo ne — FRP ON PLYWOOD PANELS il IT \ SS 2X4 CEDAR SKIP Le — ee . SHEATING; 12" GAP aes LL: : SEAL FRP EDGES & SEAMS : a PAINT COVERED SO _ <= “~~ 3X8 JOISTS BY PANELS oa | ae | | aK 1s Qn _-—— KNIFE PLATE ree te = > ‘ = — yt . ML ——_, FRP ADHERED TO CMU eS a ~~, oy Pe PER STRUCTURAL | ON TROY 7 A Level2 @ ee - Level 2 \ ( my —— ~~ . o% | & 10'-6" \ / 10'- 6" ec Level2 g> ae . {| / __ | © = _ —— Level 2 \ 10' -6" \ Sete, 5 ( o~ = 10'-6" \ ==> SINGLE GLAZED - a ae STOREFRONT aad a 4 FRAMING 1.75" X 4.5" KN / | _LAP SIDING = a 7 f4" { Ny pat | X 1/4" GLAZING 2 N | AP, “~~ FASCIA CUT FROM CEDAR 2x8 4 SSce N P| ie: 3/4 X 5.5 FCB 4 Oo > Pia ape [steepness eo il ° B | = © ™ |__| = > PT 6X PT POST-PAINT ==] Sa ee Oo < DS E - Zz oe | ° ii Oz | | 7 oe Li Z fe |i — — ae = peo oa eae Pores Corer A Lie, ties 4 See <t ke ® . f ———— \ s 5 7 =) | a] iT : a rT — _ | oO Lh oO io) | Ou? | = = | | 06 2 Cd . ! Wi ow 5 | SOF =| ; | | BT & S o —_ Poe oud i _| ae | 4 |/ 4B \ a | | Cae T . _ | | JN ACT Ger | po ' fre 2 Sa oe me ea ‘eo a <_ 4 \ eon f | Fi | | | \ a HBL a) | | | | ! ai | | | | | Sl _-— 1X FIBER CEMENT (7 ~ il TER | | | | | = , a CASING TO COVER (wn >» »| [itt db | | | | | = ! HARDWARE; PAINT Z | / 4 | : T i a Xx : \ TYP ; a vf 8] {td tt | Hed | (0 | ___—~ POST STAND OFF Z rowinerr LT) qo RSP ep | PER STRUCTURAL S SON | Les VA pF tot i \ i — ae — , (Hy Er 4 ‘=k CONC PEDESTAL rr Ne , i_| L__ ; , to 4 —_+—— DS BOOT : / ae = { Main Floor @™ Nae fl | | | | __Main Floor_@™ ne ae =a —— ® | fi 7 wv | i 7. o'-0o" \ K m8 = , | | o'- 0" ‘ (| POW Ea RicN LV Main Floor C 7 7 —~ TP - eee | SSI [L8 Main Floor ~ Sen ee | 0-0" rt i s i So | { | | pected N Ny — - = BEATEN EOE ecg | 4] j—t! | he {1D \ | a’ PEE eel | I lee En Ie Lire Tar ig iL] Aad 0'- 0" 4, — a PILASTER NE] Ho l -— 3 (A583) S| =U: co ie —— | | | | | | i en a oe 2400 2. | =| HH —s Pi i! i |——T —_]] fue i er re FOOTING a so Hae SS aad ! err _ -ce of =: =e = ==" 1 | =. Tot aa ieee = ec: oe ——| | a a | i ia — — —— = : ee 4 = ——~+— | —— oo —— — Canaan rau = ae an; A) Lt teeter) I | | | | | | = oS = | —_— | Tt = IZ E 7 i ale oe A | ra | os II i peer | | — Hae st RE] | — aa ease ele eee gs A gh ee ee ret ean eee | | te Se EHS] J =] | 1] FE} | al lweeg HOS ah Sm ee | lee |=} po a are eee |S A ee eee comes Se ee ee =e = i a | uae "es, oe A Bt | ae fe) Ee rie — — | 2 eee — | LI = | = | mi |= _ a te = IAL Top Ftg = Ua Pm ce on * gS ri a ==) a < ; : . ce of Soa TW aT bad Ll _ = Hest 5 “74 or pi ee in | j | ! ant = _ Top Fig \ =| \ a j | | — — a _ 7" $ AeA, gh Foe oe Pde — 4 gy le 4 ce ag Lace! _t __ a _ ae — — err. ae i i Pp —) 4! 7 \ = i = . “ee ., Lo a . : “se 7 ra { | Nee Bot Ft EY —| | —Fe 4 . 7 . - ie “ty * —| — |——| | —— rarer — Bot Ftg 4, Lie | TH @ : oe eal*= psa: i | eee { Lier 1 fe 6B». Spamed canoe SUPPORTS = sy | | | | = ats BY 7 PP ja—l) il) }—) | }—— —| | ——| ) iF | TT |= -2'. 5" \ | gD ma, fe ‘er = 1'-0' | un [tol | — | || Lb ae LI | eal = | all Foe ol == i e-9 a [=| oc. aly “3a ee SL one | joa) | —— —]] = en _ SST TUT _ eat ap — ann | ee i= | Liber Le et | Lara ae JF] | | | | a | ea pe -2)- 5" \P | | | tl | ; —]) =) (c= =| | J] | — = J==} |Z ae ee UR Let em ULE f pte, Pe eT eee —| | =| an cl | == = i— | — | —| @ $ ~ : = Og |4 4p CARWASH WEST WALL SECTION 9 CARWASH EAST WALL SECTION de me en ee eee ee nH 3 O Sele 3h. 18 ae 4'-0" cee 3/4" = a0" 5 fs) im __-— WINDOW SILL 4g, SOUTH WALL AT SLOPED CANOPY Or a (4B) N & ge ae GWB pe — WINDOW SILL Sie, 3/4" = 4'-0" i. 5 / “= TS WIND COL ~"_ PLUMBING VENT RISER = iL / Jo ff SHIM AS REQUIRED _=~ WEEGASING © o Y) jf i # CASING AT aa = _I [ XH oo: | j d exis Ma oo [= e | : ee i be “, w oe Lf NA fay) \/ \ | ai y ‘ ® & o $ . A 2 ep) + & ———= / et i VC == = 2 i ee a FAK —~ SEAL TO FINISH TRIM . r ea } iN \ \ YW | is \ \ | 2 | ala NN [) ~ y r . 3 SHEATHING P, an, 4 SHEATHING 5/5It SILL FLASHING — fi \\ SILL FLASHING — / | \\ NN 5/5/10 va / \ \ ee wf co / — ri aan \ ON — 3/4" X 5.5" FIBER CEMENT BOARD af Se 84" FOB _ WOOD TRIM THICKNESS @ ——~/ % Sy TYP. FOR JAMBS WOOD TRIM THICKNESS & ~~ Mi ns. SEER BATTEN aa As indicated FLUSH TO OUTSIDE Zf . . FLUSH TO OUTSIDE / oe F OF SIDING / N NN OF SIDING Pa ~——— WOOD GROUND a ~~: 3/4" X 3.5" FIBER CEMENT BOARD at BRICK SOLDIER COURSE — ~~ woop GROUND BRICK SOLDIER COURSE — —~ WINDOW JAMB DETAIL WITH PLUMBING 4D TYP WINDOW JAMB DETAIL Ab) VENT RISER <4 12" = 0? 74 112" = 1-0" A 5 2 8 9’ - 0" a x (2A) Ke ONLY FLAT SEAMED 26GASM ~~ _-— FLAT SEAM | - (A24 OX BLOCKING 24"0.C.-—_ 2710 Ly FLAT SEAM ~ FLAT SEAMED 26 GA SM oa SIM -_ TA \ | A2.4 oe FLAT SEAM —~ | _— CLEAT ATTACHMENT . 0 porn oS 8 ce ge 2 Sh — —— —— lets CLEAT ATTACHMENT — iF 2X BL cane ent SEAM ~ =— =e —— a | 2) 1" X 9.25" FCB \i= Wa i - _ 1"X9.25"PLYTRIM — —__ : _ : \. Ne CcLEAT => | 4) _ _— 3 == Se y 4 _ _ 4eu ——— NEOPRENE GASKET W FASTENER —— *16"x 9.95 FIBER sty anni ' CLEAR FIR 2 X 4, PAINT ’ 7 CEMENT BATTENS 7/6" FIBER CEMENT PANEL al] EXTEND PVC ROOFING PVG i a con 5.5" X 3/4"PLYTRIM - PL / Ms cRIChYS MEMBRANE ROOFING — | A + — " : ; = E | 2X4 PT FURRING [| UNDER FLASHING eealeiaa Woes FLASHING ——~ ae LSE eae cantiaad & | CLEAR FIR 2X 4, PAINT ——_ so Sr GLSrP EE 7/16" FIBER CEMENT 7/16" X 9.25" FIBER CEMENT BATTENS —~ PANELS PVC ROOFING O/ ———— eo i . zm 5/16 X10 FC BATTEN ——_ ——— 4" INSUL W/ PANEL OVER 1X4 | 3/4" X 5.5" FIBER — . FGL GYP BD ~~ 7/16" FCP FASCIA BOARD-BRACKETS SEE DETAIL 2/A5.3 | OVER FRAMING FOR FURRING CEMENT BOARD Ox ; COVER SEAMS-TYP 3 WALLS | ~ FOR CALLOUTS IN COMMON DRAINAGE PER SEALANT | \ —s | — | ROOF PLAN | | 350 se ffl re ; | | — 3/4" X 5.5" NL SEALANT Z BOARD i | i xO a ; ww el | /\ peo ss | PT/PAINT BRACKETS — 7 } \ a). \ | ee 5. 25" 4 3/4" FIBER CEMENT | Ps I __ ee - Pa LEVEL OVER EQUIPMENT ROOM SS Level3 g@ Sx" SJ oo CsssSsCSTRIMBOARRD Level 3 gg _ oe ) Level3 go 7 Level 3 13'-6" DW ) | “$M FLASHING 13'- 6" WP i = 13'- 6" y ~43'-6" " . PT 2X4 BACKING / Lm . erat en et = ~FRP 0/5/8" PLYWOOD io f ~~ SOLDIER COURSE ~~~ Si6 FCP PLATE BACKING L eo i ; _ _ — PLATED TRUSS ae Z a FRP O/ 5/8" PLYWD —_ BRICK VENEER . : TOP CHORD —— STEEL PLATE FOR CANOPY a iy | __-—— STEEL ANGLE LINTEL | _--— STEEL ROD o . | | SHOP CURVED TO RADIUS ! < Lf | | —— ~ LA ~—— SECTIONAL DOOR TRACK SEE ELEVATION 2X4 NAILER ATTACH ei ae || | Lacan TO WALL, DO NOT ATTACH yy SECTIONAL DOOR _— HORIZONTAL 8" CMU — TO TRUSS ie MOUNTED WITH 11'6" J HEADER es, 1 CLEAR TO FLOOR 7 ae ZFLASHING - “LASHING a ; -— Tl — terete as aver N es 7 .: a Level 2 5 ; SF - Level2 gf oe oo —CLeel 2 © y, "MARQUEE BEYOND 10'- 6 = 10'- 6 10-6" SP 10-6 | | | ao SRIOKUERIEEE | 1X7 FIBER CEMENT BOARD ~~ 2A | a | | A641 1 . RABBET ——— Rod + | — A | _ - | — a ee | _ ; | | | a ‘ | = ~~~ TYP MARQUEE = © 2 DETAIL _—— SECTIONAL DOOR io _ - \ ; | __——————. Z FLASHING \ | [= i —— : 7 | L4\ | . - | | Ee a a ee ~~ HM DOOR FRAME ome _ — | — [i i Re | f © | | — | | —_— T | | | | —_ | | ———— | ee | fo | - | _ - | | ——— | | | __-—— BRICK WAINSCOT | [—— ge | | = | Baan lee | | TTT) 4 a) . : WH + + | FLOOR SLOPES TO DRAIN : a | 2B _—— EXTENDED WIDTH THRESHOLD = TYP \ ae _ i _| | | 1D | pe ene Ee eee 6.1 — TYP AT EXTERIOR HM DOORS | A523 | a Te T cee wll Ne | _f TX | _ ( 1D \ Y T _|-——— DAMPROOFING — Yo = i ee |) _ — qr > = ~ — --\ A5.3 a =| a | Sian | Main Flood A _——_- Main Floor ge, _ ANE “Main Floor @> : | Lh , _____ Main Floor 4, = =o — 0'- 0" o'-0" Fi ae es | Oe “Aan 76 = 0" Eee eee Soe ee eet ee Fe —- ‘* eeeececs lp llien «illo a =! TT le | | i | | tt a TE | Wa 7) (ive! | awit TT aa a TYP =H I A Tlbeh Ge == il I - TE1- | aga = al = yaya = |——| | i en 7 «.) | | as - ae ——) Lt _ oe Top Ftd ae ee ee eo ALE |= __ TopFtg @> | dis mp a i wt ia = it fut ={'=7" — = creme i mel fees 0 : #2 [) ==] | =] = ram a Fy qt ee LL a Bot Ftg _ a Bot Ftg @ a _ as cn Ie BotFig @ ne HEE 2'- 5" -2'- 5" —| WJ FT EU I=] 2-5" DP CARWASH NORTH WALL SECTION Fl lM = ||| i= TI =I [E - | | = =I: i = ai ‘tI CARWASH SOUTH WALL SECTION 1B 374" = 1'-0" _— DAMPPROOFING IMPERVIOUS BACKFILL LAYER OVER DRAINAGE MATERIAL FREE DRAINING GRAVEL FILL CONTINUOUS 6" TIGHT LINE CONNECTING DS TO OUTLET AS REQUIRED BY CIVIL PLANS FOR DRAINAGE. PROVIDE ADDITIONAL PERFERATED HORIZONTAL FOUNDATION DRAIN TO REMOVE WATER AROUND FOOTINGS. DRAIN TO LOWER ELEVATION OR TRENCH DRAINS AS REQUIRED. FOUNDATION DRAINAGE 1D. 1/2" = 1'-0" 2B) 3/4" = 1'-0" EQUIPMENT ROOM SOUTH WALL EQUIPMENT ROOM NORTH WALL — SECTION as, SECTION 3B ay " 1'-0" 7 _ - SB 3/4" - 1'- C KO REGISTERED ARCHTECT CHARLESMORRSSTAFHOA STATECF WASHNGTOCN 7, —_~ >) (7 E tJ Zz S r = oO < ep) = } Oe |€ ym? |O s Or a Ns |O Mo LU Os |” Mm... | @€s |ly O n> <[ O 2§ y 22 |< NN y CMS 5/5/10 SCALE 0819 \) ASS 7, As indicated FLASHING — h p< p—y Level 2 CANOPY ROOF =f SS ya" \ fii. - 10'- 6 = NX : yo™~ ) SUSP. CEILING _— . be ~5 aN / Pe att X Ff CANOPY ASSEMBLY GUTTER —~ ZN. - 5.5" X 1" PLY TRIM —— 2X4.5" THERMAL BREAK FRAME-TYP. FRONT FLUSH SYSTEM MEETING RAIL ———~ 2 _——— Z FLASHING a _-———— SEAL TO GUTTER ~~ MARQUEE TUBE STEEL oo SEALANT —_ FCB LAP SIDING ~ a ~—————_ INFIL WRAP OVER SHEATHI MARQUEE GUTTER FLASHING - GUTTER INTEGRAL TO MARQUEE ~~ MARQUEE CORREGATED ROOFING _-—— MARQUEE 12" CHANNEL WRAP SIDES a TOP OF COPING —— PLYTRIM FASCIA PANEL / Level 5 U 48°. 3" ~ — a |e y. - a 7 Pa q'-4" N WA ES eae — / {Ser \ Fe nee Jf TES mi NG INSULATED THERMAL BREAK ———____ BEVEL SIDING oo 3X4" PLATE ——=—~ CLEVIS PIN _, FIBER CEMENT OFFSET BOARD ATTACHMENT PLATE RUNNING TRIM 1-7 1/2" fo FIELD MEASURE 0'- 9 1/2" =i _ athe a8) _ + ~ wu & ~ — = D> oO go 2 at \ a Ti, (l= — = eo > (2) 1/44 X6 a Ls L COUNTERSINK LS on oe W/ WASHERS PROVIDE SOLID 2X BACKING IN WALL FOR LS 9" CONNECT TO MASONRY = a= WALL WITH CONCRETE LS PER STRUCTURALS 4A BRACKET Ne 1 47" = 1°65" _-—-— CASING SEALANT & BACKER ROD BOTH SIDES SPLIT FACE WHERE EXPOSED DRI BLOCK WITH DRI BLOCK MORTAR MUTIN BAR C 4p, WINDOW HEAD UNDER SOUTH CANOPY ax IN CLEVIS PIN PLATE STOREFRONT GLAZING 4A 4 170" —_ 43 Q" ~ (2A) 4 4/2" — 4 Qo" wey 3/ wt oO _—— COUNTER & CABINET teed = Ts =1- ~ SEALANT AND BACKER ROD — BELOW <LASHING WI ( 1.75" X 4.5" STOREFRONT _--—— SEALANT L —| 0" - INSULATED THERMAL BREAK GWB JAMB, METAL SEMIEDEDGE 92 mam pe __-— END CAP STOREFRONT GLAZING 1 “CORNER REINF 4 ; 5 a ~ a \ _ WOOD SIDING MATCH CLASSIC N ig _--— FRP IN ADHESIVE . ; Ete 4 BRONZE _ SEALANT AND BACKER ROD - _ 3/4" WOOD SILL & SKIRT - . SS L 0-2" , &% FLASHING _-—— CORNER RETAINER . . q P EA ff \ Va a | e tt PAINT —< | My A Ni aOR eeu 22 GA COUNTER FLASHING THRU WALL FLASHING-GA 20 GA Ye a AL é | | en PAINT TO MATCH PRE FIN FLASHING ou I. an AW] | ol << ee os * : oe SN ae SEALANT & BACKER ROD = 21/4 4" FIBER CEMENT BOARD ( To \ | j-— 2X6 PLATE 21/4" FLASHING “iG. GAPRE FN - ye TN FLASHING -16 GA PRE FIN FLASHING -16 GA PRE FIN ~~ SOLDIER COURSE ———___ 5 SEALANT AND BACKER ROD a “2X6 PLATE | |] | * SEALANT AND BACKER ROD SEALANT AND BACKER ROD “ | a a ae | | ERP IN = a x — UR = Ox >< SGLBIER COURGE ot, a | <— ae eee SOLEIER COURSE pm OR the eee PILASTER VENEER BEYOND — ADHESIVE "Ww . “fe " a " 4 s : oS, od : a 7 3X5" DOWNSPOUT _ Sis GWB -PAINT | ins OxX<™ OF Pon | en 5/8" GWB COMMON BRICK VENEER ———__| — “t | | fen el KX P< | z AIR INFLTRATION PAPER - _ | : i | SEE DETAIL \A6.1 / XxX, | cad . : #9 WIRE PER STRUCTURAL - “DBL PLATE PERMISSIBLE | ¥ ot L pin, aw | VAL TA Ep ) | ° ; "BOLT BOTTOM PLATE TO FND | i FOR CALLOUTS IN COMMON W/AA_ Oi! : __-——. 8" LEDGE FOR SEISMIC PINTILE PER STRUCTURAL TERE BOLT INSPECTION HOLES agit ot | pee | | ae CMU : ANCHOR ASSEMBLY -SECURE W/ : Se | | SEE DETAIL \A61 / CLAP << Ih | ; = SELF SEALING FASTNERS <" a o ee eee LLL LAN ><THl je & 7 7 FACE BRICK a N | | : yyy | Vy : MORTAR PROTECTION ——_ ca | N “I TOOLED MORTAR JOINT Soo es 4" VINYL BASE | io ML, | DRAINAGE FILL Ny Sf gl a te | & oe Pike _--— FRP BASE 1" AIR SPACE aT a ce = é PAVING WHERE OCCURS Lhe WEEP 16"0.C. ——_| # WRAP SET IN je OS OTHERWISE FIN GRADE TPIT / ADHESIVE 7116" STRUCTURAL WOOD PANELS i fe SLAB ELEVATION, UON SS at aes 5" LEDGE FOR ———__| BITUMIN MORTAR FILTER a ML . a VENEER & AIR SPACE - EXPANSION JOINT " WEEPS AT 24" 0.C. - we , Main Floor 452. Main Floor 4, _ _ FEES) | iS ___ Main floor \ - a ain Floor © CONC. WALK —. z, an ; i oe 0 _ Q" \ ie r Q' 7 QO" N 7 / Z, } : Le NS - _ 0 = 0" 6 Q' . Qo" Xe i oedema a “? “a : ' IN a a < ee Z . ‘ i a ° 4 _ ' oN an en i rarer i ree bre o om + 3° aS. s ~1 4 ‘ced f " 1 S bs gerd ° hes 4 as i DOWNSPOUT BOOT - : oes. Oe . 7 = | ae” eS “Ll FOUNDATION WALL a Oy ets a = || —| Ve —_ By ee oe gine lla 7%, 8 - an -| | [= 4B) Soldier Course to Sill South Wall ; op, NORTH VENEER WALL TO FOUNDATION 3p) Soldier Course to Sill-East Wall 4p CARWASH BRICK VENEER DETAIL ; 4 1/2" = 1'-0" SS 41/2" = 1'-0" — 41 1/2" = 1'-0" — 1 1/2" = 1'-0" TYP CALLOUTS:—_ COPING — —— CRICKET ST rN | MAX a oe cea - real s TURNED UP PARAPET MAX Max ————| = ni | |] a of ‘ ra sae f 3' - 6" - SCUPPER ——— - 3 cl O- \ | | INSIDE CORNER ~4-———4 [ _ Lo apne DEAN Tee ;, fae ge 4, +“ % a C ° \ | ; ¥ — : «aaa 8 = ba co ' \ | YW © Z _——}, C a | A641 LL a = ——- _— ——==+ _ _Level3 @> _ — Level3 gv ae LL = 13-6" | 431-6" QC) AG + ro —— 5-, Parapet West Wall | al \ a 20) nr a 5! . \ | A611 4C> — Leta BC) North Parapet Elevation \ =" MY) 1/3" = 5 \ , it | | _ —_ \ _— MIRROR 3’ WIDE — \ = in x 1 All 4 i} é == \ \ i | a © PVC ROOFING TURNED UP PARAPET —~——_ \ X34 7IGH, FIN Taras | JN Le MAX ae \ ~— el /\2 3). 3! \ = : wy < ABT > Om Level 5 oH FCB TRIM CASING \ Level 5 CRICKET —_ \ oN ae, x Lf) i ww] 18-3" 7 — | RS ~ — ee 18° - 3" SJ : “| 4y 7 A6.1 \g oOo ~ Re we \ /5C| Af A CRICKET LOCATION OF MARQUEE ROD \\ _——_ - Ee = he \ ron . ——— we ne Yo |{—— ee a | totes |? on RP LAV? i \2D7 | [Le oa ra _ ————— OOOO = —= — ~~ ar 6" \ — - —S | — aa = re c i | ys } iy : _s in =e | Nf T 4 ye - ‘ L - f rm Wat > | AD agi |S | | | IT WD ROOF DECK ~ * AON MIN: 495" | | IPED, COVER SHAK] Toa: | ‘ 7] - : 4g" leat \} FLUSH CONTROL THIS SIDE | | \3D/ | Linh = | ie 4p, Parapet East Wall ee Parapet at Entry Wall HIT, ‘SEAT IT-10" 4 \ a : [ | SEE 5B/A2.4 FOR SLOPE CALLOUTS 1g elke cae oe WC; TOP OF SEA] 1-8 \ a 4/8" = 1'-0 1/8" = 1'-0 \_L COVE BASE | — he 2'0 8 | 24" | 2 . 41" / | / L wm Level5 _-— SM COVER OVER ROOFING AT TRANSITION 4 18-3" OE = SBR GRIEF —_ = | 6@ TOILET ROOM ELEVATION Ae ROOF PLAN ELEVATION REFERENCES TG DRAIN oo — CY 3/8" = 1'-0" \ " 1 t ; S = ‘er TG TO , a “ ) Level 3 oe — - = ira = iaee = ee 13' - 6" 4p Parapet South Wail (2D) on ' " 7 EXTEND THRESHOLD TO —~ — 1/8" = 1'-0 EDGE OF CONC. SLAB NY 4 1/2" THRESHOLD AS REQ'D \ “| —-— 29324_NB SWEEP 168 THRESHOLD —_—\ _—— 3/16" TO THRESHOLD == aa | cn t AT IN SWINGING DOORS | , a oe Level3 am N Level3 an i = — a Level 3 ; _~ VINYL TILE FLOORING a Seep EEE Sy a op — ai = = = = aie a a = , = — —— ee ; 1:48 CROSS SLOPE —~ / LANDING TO DRAIN =a 1 | | Ca 4 Carwash Parapet South Wall Elevation ap Parapet Carwash West Wall BITUMINOUS FILLER ———i 8 7 » at 3D 1/8" = 1'-0" 4D- 1/8" = 1'-0O" 6D) rararet carwash North Wall 5, DOOR THRESHOLD ee 1D) 3" = 4i-oy" { { ae la REVISIONS REGISTERED ARCHTECT 4232 CHARLESMORRSSTAFFORD TATEOFUAS-NGTON ~) \ TN = 3 P= z OD S it <x 25 = | Y #2 3 @Mr N 5 oOo (p) OF ja “ee if COs ly O25 Yrs (a) Ne yy, As indicated _— 1 2 3 4 5 la REVISIONS ™~)\ ~ FACTORY MGR UL LISTED FOR MU AIR MIN 10° —— ce eo t a LO CLEARANCE TO GREASE DUCT, FROM EXHAST — : SHAFT WALL CODE CITATIONS F NON COMBUSTIBLE CURB OF HOOD OR \ _-~ MU AIR PER Ae j MIN 10' \ / (14 / HEAT PUMP ry \ ,/ IMC SECTION 508 eo? WP-1330, 1 hour walls: (45th Edition 1997 GA Design Manual) 5'-g8" Ll. (2'-8" 7 ae ee _-— GREASE DUCT Semi-Solid Gypsum Wallboard, Gypsum Studs ATTACH tee . — ' y V SUSP GWBCLG ON Y a - GWB STUD PARTITION Snereeal S/8E oe. er meer or a an est Fe ctad each — of oS _ gd ra wide gypsum studs 4" O.C. made of 2 or layers of 1/2” or 5/8" laminated panels. UNISTRUT TO Se ; ga UPBLAST EXHAST FAN METAL FURRING OR J Attach wallboard to gypsum studs with 1° Type G drywall screws 20E OC and with TRUSSES PER S < S Zs MAX 75# UL LISTED & LT GA STEEL JOISTS / ae TRUSS BOTTOM CHORD laminating compound. Fire tested with 1" thick gypsum studs. Sound tested using 5/8 / ie thick gypsum studs.(NLB) TRUSS MFGR \ - \ FACTORY FABRICATED FACTORY CURB \ | / \ a Thickness 2-1/2E ~ INSTRUCTION i — v \ FLASH & COUNTER \ \ || \ Lo Limiting Height: 12'0" \ \ yy Ss Approx. Wt 8 PSF | oe «® \ PRA _— eyesum stub SHAFT FLASH \ I ——— — —1 \i 4 _| ay We, ty a __ Level | me 274" 4 minimum dimensions shour 7 A 4, WALL CONST. WHERE \ i Ns, 1o'- 6" 6 y } ha / DUCT IS 18" TO COMBUSTIBLES N ae 8112" 10" Be | eg* MIN CLEARANCE ALL SIDES A r \ : ze D a | eA ( ff — f eee 4'- 6" 5°40" { ~ 6 Mis at SUSP ACC PANEL CLG os | | x hm _Level3 az — a i A Q ~ _—— | 2-1/2" 743° 6 TSN ESS : _TT- WALKIN h w es = 7A ||| The 3& aia / || COOLER / y a aii 6" MIN gt i re / TYPE | HOOD ~~ Fe | CFI cS lz i “+ 3X3X1/8 ANGLE SUPPORT Vv gO" r \ to \ / - —————— CHARLESMORASSTAFFORD ZS 3 " wn __ \ L ; iy NVARNOO ATT UR 3/8" THRD ROD, TYP INCL SWAY ——__# [a EXTEND MIN 18" BEYOND , 0 a WE Eee A | \/ 7 STATEORUASNGTON BRACING AT HOOD CORNERS pp O° GREASE DUCT TO SUSP. GYP STUD PARTITION JZ , (2 x oo awn re | ZROD FROM UNISTRUT. / _ J neces MXIT DICT ax Level 2 L Oy ste oo \ ‘ . N i / \ ai hea? 10'-6 9] — _ Main Hee a = a SPH NL. HOLLOW SPACE Lis \ NN SSS Sa a MSS SS ESS ee . Pe | ie _ 5/R" GUB ST LAYER eine : / ice % / 0 | | KO CLAMINATED GUB MIN 3" GREASE DUCT a oo ef / DIAGONAL 2x4 Sy oe / x" < 1 NN OUTSIDE 1 ; YER GlB TO NON COMBUSTIBLES B WALL SWAY BRACING NN UNISTRUT a . Stee HOIVE LAYER GUD , , \ Ean 1 PROMeReSe ~ SS HEAT SHEILD ~ <a SHAFT WALL SECTION \ DUCT ~——-— MAKE UP AIR NON COMBUSTIBLE SUPPORT FOR GWB X GREASE DUCT PER —— \ DUCT CONSTRUCT 3A. KITCHEN SECTION 6A, Shaft Wall Citation IMC SEC 506 \ \ MS PER GREASE DUCT ag me 1'-0" ery 1 4/2" = 4'-O" | ob | \ Me ~ KITCHEN WALL Pa a \ \ “Se —_——4 a eA Ne See UNISTRUT | | INN —~ SUSP NON COMBUSTIBLE 1 SUPPLY ONET WITH 10" BLOWER IN SIZE #1 HOUSING SUPPORT: MIN p | ‘MIN 18" GREASE SA ee ie Hi ea — PLACES Zs | \ SCRUBABLE ACC. PANEL CEILING ¢ EXTRA SET OF V-DELTS. CENLY 1H BE ORDERED AS FAN OPTION AT TINE FAN IS ORTERED vo | % DUCT 5. GRAVITY BaCk DRAFT DAMPER, 16’ WIDE X 18° HIGH, STANBARD GALVANIZED CONSTRUCTION, 1 1/4" REAP FLANGE, FOR SIZH mee N i UNTEMPERED FAN HOUSING <S16b SS HEAT SHIELD ——— }| INSTALL GWB STUD “TO COMBUSIBLES BLOWER DISCHARGE EXTEND 18" /| PARTITION PER SHAFT WALL ae mail BEYOND HOOD TO || DETAIL ALONG EACH TRUSS i \ SIDES AND TOP | WITHIN 18" OF GREASE DUCT, = Se ae \ AND TO THE FLOOR )] AND WITH AT LEAST 3" “ip -~ UL LISTED TYPE | HOOD WITH FIRE SUPPRESSION IN =e Al CLEARANCE FROM GREASE COMPLIANCE WITH IMC SECTION 507 Las 1/2" | GYPSUM STUD SHAFT WALL ————7~ }{ DUCT. SUPPORT WITH 3X3X1/8 Gi NN | | B CONSTRUCTION BEHIND HOOD ey ANGLES TO UNISTRUTS FAN @) DUSOHFA — EXHAUST FAN =e | | | | r & 18"TO EACH SIDE, FROM <# \| ATTACHED TO TRUSSES AT CABINETS NOT SHOWN FEATURES! ) CURB : joj t a THE FLOOR TO THE EXTERIOR | LEAST 18" FROM GREASE IN THIS SECTION ~ ron waurereD Fas 1 ee Lj —|_I = a 7/8 - : WALL ROOF PLATE LINE 7) fy) DUCT | [ee ee a“ = ae ADJACENT TO LEVEL 3. fn4 y \ ~ VARIABLE SPEED CONTRO. L 20 GAUGE b i a — INTERNAL WIRING STEEL (below) e _ — WEATHERPROOF DISCONNECT CONSTRUCTION te__Main Floor SI [Ll C ~ THERMAL OVERLOAD PROTECTION <SINGLE PHASE? ar, O' - Oo” Wo oc a errr ek a es ee en | a ee a ee ee ee ea ee eT a eta ~ HIGH HEAT OPERATION 300°F <l4ascy Rees = = pa a gee PS a Oe BE is EE Ps Ee doh PY ~ GREASE CLASSIFICATION TESTING fo ~~ _ 3" FLANGE a as ol 2s fe) 2 | | ay | ee eer 57 7/8" | = =a] = oe | (I fn 1: SHAFT WALL BELOW HOOD: IF HOOD HAS UL LISTNG FOR ae Ee : op ee ax y 4 _ ; TE est fF ag ee Te Pe ZERO CLEARANCE TO COMBUSTIBLES ON WALL MOUNT SIDE, — WHILE EXHAUSTING AIR AT 200F <149°0> . = | HL | —— Ri =| = ee =I =|: THEN SHAFT WALL CONSTRUCTION IS ONLY REQUIRED WITHIN | al ve UNTIL ALL Fa PARTS HAVE REACHED ae a POOF OPENING cue yecamect Tees See 18" OF GREASE DUCT-ABOVE THE TOP OF THE HOOD. HOWEVER, esata eres Leal i 17 72 ~~ / SWITCH 7 esti : Pe THE SHAFT WALL CONSTRUCTION WILL PROVIDE CLEARANCE TO i Eccad WOULD CAUSE UNSAFE OPERATION " 7 Ja LI nue NON COMBUSTIBLE FOR APPLIANCES UNDER THE HOOD. VERIFY Lowes DRAIN aaRFLOW = = = WITH OWNER'S REPRESENTATIVE & INSPECTOR UNDER WHAT | | perenne teppei CONDITIONS THE SHAFT WALL CONSTRUCTION WOULD BE om —y WHILE EXHAUSTING BURNING GREASE VAPORS j s tes ELIMINATED UNDER THE HOOD. } ae \ ay fect iets RG ROD 28 aaee a . DAMAGED TO ANY EXTENT THAT COULD CAUSE TR Building Section Thru Hood p= eel AN UNSAFE CONDITION to 4b ne ' 32 if2 1/2" = 1'-0 | — | cen ck a y HOOD INFORMATION . / \ a, MAX, EXHAUST PLENUM SUPPLY PLENUM HOOD CONFIG. , | at i a HED) MODEL =] LENGTH |CODKING| TOTAL RISERS? TOTAL RISERS? aiceecrien | EME! gay oe Se MR ea aU RE TEMP, |EXH, CFM] WIDTH|LENG.| DIA, | CFM SP, [SUP. CFM/ WIDTH| LENG.| DIA. | crm | sp. | © a END ™~ oe _— a | (7 ~\ ' 5424 5 000" | 450 a EE nes | -0383" | Vv 430 $5 acone | ALONE DUCTWORK actus FRUIPHENT, CURR ‘< ra > ND-2-PSP-F beg, M4 Where Exposed EXHAUST RISER ON HOOD | — | Zz AND FAN (BY OTHERS? 23 i POOF OPENING 2° SMALLER THEN CURB DIMENSION — ro) QOD INFORMATION oS FILTERGS> LIGHT «S) UTILITY CABINE T<S> Fire | Hoop 2B) Hood MUA 6p Hood Data 2 i HOOD WIRE FIRE SYSTEM ELECTRICAL SWITCHES YSTEMHANGING = 11/2" = 1'-O" SY 11/2" = 1'-O" re = TEE pi ae LENS FE suaRD|COCATION| type SIZE MODEL # | QUANTITY |LOCATION|PIPING| WGHT am a ta VY 1 | SS Boffle with Hondes L2{ 18 | 20") 5 Screw TT onpect | No no | @Re C Sey FN ARP AED FRR Oa escen LAP QF SY, fi a x = 4 Y, INCLUDES OOD OPTIONS QYLLIILIL-/»=" GY sak CLEAR THERMAL AND SHOCK RESISTANT GLOBE HOOD / OPTION a No. FIELD CUT EXHAUST RISER i i ~| Fletel Cut 4, “ ATTACHING SUPPLY RISER 1 [INSULeTION FOR BACK STANDOFF ee HANGING ANGLE [75d i ame ees BACKSPLASH 80.00" High X 60.00" Long 430 SS Riser 16° SS BAFFLE WITH CAS _— —_ ' “B37 4b STEEL PERFORATED PANEL | | HANDLES AND HOOK ~~ — =; roe ee ’ 1’ LAYER OF INSULATION FACTORY ig tte ERFORATED SUPPLY PLENUM(S)} 34 UL. Listed Screw In INSTALLED IN 3’ INTERNAL STANDOFF. 16" >| f ND—2 Serles with PSP Accessory Specification HooD SERS Senpeee Ser eecey Ts Sule MEETS 0 INCH REQUIREMENTS FOR / 24” NOM. The ND-2 serles hood with PSP occessory Is a \ MED) POS. [LENGTH] WIDTH [HEIGHT] anriliewcl pra. | crM | SP. C¥ @ CLEARANCE TO COMBUSTIBLE SURFACES. | conpenasiting Eantgy Koad eaten Fated for oll aypee | | of cooking equipment, The hood shall have the size, =, — i | Front | 60’ | 16° e [| io | 2a" ioi2 | 0.135° ) Shope and performance specified on drawings. K © = - - Construction shall be type 430 stainless sti th - A Construstion shall be ‘ype Aa stabieae steel wth 8 oo N__|- SELF FLASHING ASSEMBLY O x ” Pes = af ZY Senet“ Goneitucton shat OF dolentart on the —7— ROOF ne 2 Lestatecal Lacan eatal Racal SL structurol opplication to mininize Setorten and other ~Y 2 — ET! i 7 ) defects, All seams, Joints and penetrations of / = <[ : % 16" we _ Vd, the hood enclosure to the lower outermost perimeter 2 a oe wT WY) san" max See cee ae cree eer cere oe o= E- TEMP, CEWET chwer panier | Bist Ny | tet GREASE DRAIN “4 external weld In accordance with NFPA 96, Hood! shall \ \ N i= LU ; un & NDS —e : _ WITH REMOVABLE CUP “p> 1n4* be wall type with fully welded 10 gauge corner hanging | | | | io ROOF TRUSS @M Oo. i ia Mi geo! } P ] i=] fy angles. Corner hanging angles have a 625 x 1500 slot 7 OQ of Ties gr 4 Y, pre-punched ot the factory, allowing hanging rods to @O ~ 290 8 | _ | Pare 7 5 | i | ar | ae | A) be used for quick and sofe Installotions. Hanging rod _ 6 46 ié lew cy : 4 and connect is provided by and Installed by others, = C) Fa [20 er = | dds | ca |aer-ree L | 8! | & | | Y | 80° AFF TYP. Ventilator shall be Furnished with UL. classified faa) ” re) 700 [ase [ | | | | eames SO ot 30° ZA oluninun bof fle Fliers, suppiled In size and quantity f —€e@ O mc lerwerl lose | ie Pe gd ays | tisnaee | 5’ 9,00°Nom,/'5’ 0.00°DD-———> ) the ful lengthy of the Mood and the flligr panels "shalt : I No GO 4, O APPROVED FILTER TYPES: ALUM, BAFFLE, SS BAFFLE, HE SS BAFFLE, Y not be more than 6* In width. : Pa SHAFT WALL CONST @ © = SPARK ARRESTOR BAFFLE, CAPTRATE <@ STAGE), AND HV CARTRIDGE if EQUIPMENT The hood manufacturer shall supply complete computer = Y zs “Lo v ted submittal drawings Including hoad section a PLAN VIEW — Hood #1 GY i=_ vice) and hood plan wawa), These crowings must be an a ca UNISTRUT ATTACHED ’ ” available to the engineer, architec er fa " 5 0.00 LONG 5424ND—2-—PSP— Y) thelr use in construction, operation ‘and melntenance, MIN 18" FROM GREASE DUCT iS A) HAX, AVG, COOKING SUGGESTED SUPPLY Exhaust duct collar to be 4* high with 1° Flange. i " ' eee Ge Ss CONFIGURATION eae roe awa” The hood shall haver ) Duct sizes, CFM ord static oeseurs caneirenenes 10" X 10" SM DUCT 450 DEG ae SE anSE “WALL at i az ie ~ lediosie a walt Bee —_ Ps ees Sian, shall y | f [] peal Rcd ced Regis re oirawings. eee etceigeate Paes D KETTLES. OPEN-EURRER RANCES oor seca WAT condensation a increase rigidity. Insuletion shal ; - rad 7 é precise and accurave; air GRIDDLES, aNo FRYERS TO Back WALL HOODS 30 240 hove o flexural modulus of 475 EL meet UL 181 if ae i iy OL velocity and volume Informotion shall be accurate CMS Sit IEa-Gis TLE ee — a = raquirenents and be in accordance with NFPA 904 ond Uf YA, YA Yt Vp VA; Wt it : increments along the length of the 5/5/10 AND WOKS | T BACK WAL HGS 40 220 eacare houara ine earee oe eae a Ss V UL, Incandescent light fixtures and globes shall be J SCALE As indicated = - : os it — ; —_—7— _ Installed ane ~Kirad to tion box. The light Geena ema eer} =} ciactica ond on the hood Face an shal BOEUS ii ee a Pictures shat’ pe potated ahs nesiun of 0" SUSP ACC PNL CLG 0819 GAS CONVEYOR CHARBPOILERS [TO Back wall HOODS 500 406 penetrote the capture oreo or require an external $ pacing iy nlig ila allow up ta a 100 watt NON COMBUSTIBLE #eSUPPLY CFM/FT CONSULT FACTORY REPRESENTIVE IF HIGHER VALUES ARE REGUIRED Slee or lnciiy ROkesup A ler to: 0S proved —_— & SCRUBABLE through front and side plenums (PSP accessory), =< ~ &A removable grease cup for easy cleaning, The hood shall be ETL Listed as *Exhoust Hood without Exhaust Damper’, ETL Sanitation Listed and lout in accordance with NFPA 96 The hood shall be A6 2? Usted far 450°F cooking surfoces at 150 CFM/Ft, GOOF cooking surfaces at 200 CFM/ft. and 700°F cooking = aD Hood Data surfaces at 250 CFH/F+4, 6D. Grease Duct Thru Ceiling Need 4 479" =- 4'-9" | y) 3 4 art | 4/2" = 410" 5 NN J) GROUNDED PHONE GAS PANEL PANEL 220V 1PH EXHAST FAN FOR KITCHEN FOR FIRE SUPPRESION __-— ABOVE COOLER < FOR ALARM SYSTEM GOOA _ POWER PANEL FOR DOOR LIGHTS & HEATERS in = ae w Key IZ (OVERSIZE 20%) i m= di SSS SH... ad _ Q é j b bb ap0v 10H b we 48 48 48 43 2 7 oO . ~) th Fh | & F Ky 48 & ul \ one 8 SANDINICH ad PREP TABLE = 5 4" CONDUIT g ae FOR CAMERAL me FL a er A BOVE CLG 220V 1PH a o roy Hl PP Pf. FL : fag = ‘ ) ICE MAGIK ° ee CON. OVEN ; =QCO s | A COR QD 5 | FL) 220V 1PHoy FL 3 aon CC ee bg | ee =e q'-6! -3 9 (@ a or! 80 GALLON : oO 8 Cee WATER TANK ae | FUEL CONTROLS ~~ | =@ qrLEAN ITH EXPANSION _ f E q'6B= VALVE AND RELIEF S- S| W 1" CONDUIT COg— HOT DOG TO OUTSIDE e | TO CANOPY MACHINE CO Lig WP WPg © \C@ | | ABOVE FREEZER 7 — cv =8 _ FOR ALARM SYSTEM FL PL CO 7 x V6" B--@CO Bote. en = le BS \& cuean ae 4B S (2) 3/4" CONDUIT \“a, g eo ee a TO OFFICE \ i =k = 7 \ CAMERA RECORDER —[], CARWASH COO Og a & EQUIPMENT <q g z ‘Ss te = 2 C) OM IO KR —_ ae an | ee ..? —_ 9 9 9 ae oper : > o TA 1. EV ii RECLAIM PUMP | 2. PRESSURIZED PRE INASH PUMP 3. CHEMICAL PUMP STAND AA ELECTRICAL FLOOR PLAN 4, AIR COMPRESSOR 5. ELECTRICAL PANEL 6.0.M.D. SIGN 7. STOP GO LIGHT SECTION 16050 - BASIC ELECTRICAL MATERIALS AND METHODS A. Scope: Design and build complete electrical system. B. Submittals: Product Data. Provide data to show compliance with all pertinent codes. C. Coordinate Arrangement, Mounting, and Support of Electrical Equipment: 4. Allow maximum possible headroom unless specific mounting heights that reduce headroom are indicated. 2. Provide for ease of disconnecting the equipment with minimum interference to other installations. 3. Allow right of way for piping and conduit installed at required slope. 4. Ensure that connecting raceways, cables, wireways, cable trays, and busways are clear of obstructions and of the working and access space of other equipment. D. Coordinate installation of required supporting devices and set sleeves in cast-in-place concrete, masonry walls, and other structural components as they are constructed. E. Coordinate location of access panels and doors for electrical items that are behind finished surfaces or otherwise concealed. Access doors and panels are specified in Division 8 Section "Access Doors and Frames." F. Raceways: 14. EMT: ANSI C80.3, zinc-coated steel, with set-screw or compression fittings. 2. FMC: Zinc-coated steel. 3. IMC: ANSI! C80.6, zinc-coated steel, with threaded fittings. 4.LFMC: Zinc-coated steel with sunlight-resistant and mineral-oil- resistant plastic jacket. 5. RNC: NEMA TC 2, Schedule 40 PVC, with NEMA TC3 fittings. 6. Raceway Fittings: Specifically designed for raceway type used in Project. G. Conductors: 41. Conductors, No. 10 AWG and Smaller: Solid or stranded copper. 2. Conductors, Larger Than No. 10 AWG: Stranded copper. 3. Insulation: Thermoplastic, rated at 75 deg C minimum. 4. Wire Connectors and Splices: Units of size, ampacity rating, material, type, and class suitable for service indicated. H. Raceway Identification Materials: 4. Snap-around, color-coding bands; flexible, pre-printed, color-coded acrylic. 2. Self-adhesive, color-coding vinyl tape; flexible, pre-printed, self- adhesive vinyl. |. Conductor Identification Materials: 1. Color-Coding Conductor Tape: Self-adhesive vinyl tape 1 te 2 inches (25 to 50 mm) wide. J. Underground-Line Warning Tape: Permanent, bright-colored, continuous-printed, polyethylene tape with continuous metallic strip or core. K. Tape Markers for Wire: Vinyl, self-adhesive, wraparound type with pre-printed numbers and letters. L. Warning Labels and Signs: Baked-enamel, pre-printed signs, punched or drilled for fasteners; with colors, legend, and size required for application. M. Equipment Identification Labels: Engraved, laminated acrylic or melamine label; punched or drilled for screw mounting. White letters on a dark-gray background; red letters for emergency systems. 1. Fasteners: Self-tapping, stainless-steel screws or stainless-steel machine screws with nuts and flat and lock washers. N. Stee! Slotted Support Systems: MFMA-3, factory-fabricated components for field assembly. O. Raceway and Cable Supports: As described in NECA 1. P. Conduit and Cable Support Devices: Steel and malleable-iron hangers, clamps, and fittings. Q. Pipe Sleeves: Schedule 40, galvanized steel, plain ends. R. Mounting, Anchoring, and Attachment Components: 1. Powder-Actuated Fasteners: Threaded-steel stud. 2. Expansion Anchors: Steel, insert-wedge type, for use in concrete. 3. Concrete Inserts: Steel or malleable-iron slotted-support-system units. Ni? 3/1 6" = 1'-O" 4. Clamps for Attachment to Steel Structural Elements: MSS SP-58, type suitable for attached structural element. 5. Through Bolts: Structural type, hex head, high strength; comply with ASTM A 325. 6. Toggle Bolts: All-steel springhead type. 7. Hanger Rods: Threaded steel. S. Rated Strength, Features, and Application Requirements for Restraint Components: As defined in reports by an agency acceptable to authorities having jurisdiction. 4. Structural Safety Factor: Strength in tension, shear, and pullout force of components used shall be at least five times the maximum seismic forces to which they will be subjected. T. Angle and Channel-Type Brace Assemblies: Steel angles or steel slotted-support-system components; with accessories for attachment to braced component at one end and to building structure at the other end. U. Cable Restraints: ASTM A 603, zinc-coated, steel wire rope attached to steel or stainless-steel thimbles, brackets, swivels, and bolts designed for restraining cable service. 1. Seismic Mountings, Anchors, and Attachments: Select to resist seismic forces. 2. Hanger Rod Stiffener: Steel slotted-channel support clamped to hanger rod. 3. Bushings for Floor- and Wall-Mounted Equipment Anchors: Neoprene units designed for seismically rated rigid equipment mountings. V. Sleeve Seals: Modular, to fill annular space between sleeve and raceway or cable; EPDM interlocking links with pressure plates, and connecting bolts and nuts. W. Sleeve and Sleeve Seals: Use type and number of sealing elements recommended by manufacturer, comply with NECA 1: X. Outdoor Installations: 4. Exposed or Concealed: IMC. 2. Underground, Single Run: RNC. 3. Connection to Vibrating Equipment: LFMC. 4. Boxes and Enclosures: Metallic, NEMA 250, Type 3R or Type 4. Y. Indoor Installations: 1. Exposed or Concealed: EMT. 2. Connection to Vibrating Equipment: FMC; in wet or damp locations, use LFMC. 3. Damp or Wet Locations: IMC. 4. Boxes and Enclosures: Metallic, NEMA 250, Type 1, unless otherwise indicated. Z. Conceal raceways and cables, unless otherwise indicated, within finished walls, ceilings, and floors. AA. Install raceways and cables at least 6 inches (150 mm) away from parailei runs of flues and steam or hot-water pipes. Locate horizontal raceway runs above water and steam piping. BB. Install raceways embedded in slabs in middie third of slab thickness where practical, and leave at least 1-inch- (25-mm-) thick concrete cover. 4. Secure raceways to reinforcing rods to prevent sagging or shifting during concrete placement. 2. Space raceways laterally to prevent voids in concrete. 3. Install conduit larger than 1-inch trade size (DN27) parallel to or at right angles to main reinforcement. Where conduit is at right angles to reinforcement, place conduit close to slab support. 4. Transition from nonmetailic tubing to Schedule 80 nonmetallic conduit, rigid steel conduit, or IMC before rising above floor. CC. Install pull wires in empty raceways. DD. Install telephone and signal system raceways, 2-inch trade size (DN53) and smaller, in maximum lengths of 150 feet (45 m) and with a maximum of two 90-degree bends or equivalent. EE. Connect motors and equipment subject to vibration, noise transmission, or movement with a 72-inch (1830-mm) maximum length of flexible conduit. Install LFMC in wet or damp locations. FF. Feeders: Type THHN/THWN insulated conductors in raceway. GG. Underground Feeders and Branch Circuits: Type THWN or single-wire, Type UF insulated conductors in raceway. HH. Branch Circuits: Type THHN/THWN insulated conductors in raceway. |. Branch Circuits: Type THW or THHN/THWN insulated conductors in raceway where exposed. Metal-clad cable where concealed in ceilings and gypsum board partitions. JJ. Branch Circuits: Type THW or THHN/THWN insulated conductors in raceway where exposed. Armored or nonmetallic sheathed cable where permitted by authorities having jurisdiction and where concealed in ceilings and gypsum board partitions. KK. Remote-Control Signaling and Power-Limited Circuits: Type THHN/THWN insulated conductors in raceway for Classes 1, 2, and 3, unless otherwise indicated. LL. Accessible Raceways and Cables of Auxiliary Systems: Identify the following systems with color-coded, self-adhesive color coding tape-in bands: 1. Fire Alarm System: Red. 2. Security System: Blue and yellow. 3. Telecommunication System: Green and yellow. MM. Power-Circuit Conductor Identification: For No. 3 AWG conductors and larger, at each location where observable, identify phase using color-coding conductor tape. NN. Locations of Underground Lines: Identify with underground- line warning tape for power, lighting, communication, and control wiring. OO. Warning Labels for Enclosures for Power and Lighting: Comply with 29 CFR 1910.145; identify system voltage with black letters on an orange background. Apply to exterior of door, cover, or other access. PP. Equipment Identification Labels: 4. Labeling Instructions: Provide a single line of text with 1/2- inch- (13-mm-) high letters on 1-1/2-inch- (38-mm-) high label. 2. Equipment to Be Labeled: . Panelboards. . Electrical switchboards. . Transformers. . Motor starters. . Push-button stations. Contactors. g. Terminals, racks, and patch panels for voice and data communication and for signal and control functions. Verify identity of each item before installing identification products. RR. System Identification Color Banding for Raceways and Cables: At 50-foot (15-m) maximum intervals in straight runs, and at 25-foot (7.6-m) maximum intervals in congested areas. SS. Color-Coding for Phase Identification, 600 V and Less: Ungrounded feeder, and branch-circuit conductors. 4. 208/120-V Circuits: a. Phase A: Black. b. Phase B: Red. c. Phase C: Blue. 2. Field-Applied, Color-Coding Conductor Tape: Apply in half- lapped turns for a minimum distance of 6 inches (150 mm) from terminal points. TT. Underground-Line Warning Tape: Continuous underground- line warning tape directly above line at 6 to 8 inches (150 to 200 mm) below finished grade. UU. Multiple Raceways or Cables: Install on trapeze-type supports fabricated with steel slotted channel. VV. Install seismic-restraint components using methods approved by the evaluation service providing required submittals for component. WW. Strength of Support and Seismic-Restraint Assemblies: Where not indicated, select sizes of components so strength will be adequate to carry present and future static and seismic loads within specified Joading limits. XX. Installation Of Seismic-Restraint Components: 1. Install bushing assemblies for anchor bolts for wall- and floor- m™ > oa o w n mounted equipment, arranged to provide resilient media between anchor bolt and mounting hole in substrate. 2. Attachment to Structure: If specific attachment is not indicated, anchor bracing to structure at flanges of beams, upper truss chords of bar joists, or at concrete members. YY. Accommodation of Differential Seismic Motion: Make flexible connections in runs of raceways, cables, wireways, cable trays, and busways where they cross expansion and seismic-control joints, where adjacent sections or branches are 2 supported by different structural elements, and where they terminate with connection to electrical equipment that is anchored to a different structural element than the one supporting them as they approach equipment. ZZ. Apply firestopping to electrical penetrations of fire-rated floor and wall assemblies to restore original fire-resistance rating of assembly. Firestopping materials and installation requirements are specified in Division 7 Section "Through-Penetration Firestop Systems." SECTION 16140 - WIRING DEVICES A. Scope: Design and build complete electrical system. B. Submittals: Product Data. C. Comply with NFPA 70. D. General: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. E. Color: White. F. Receptacles: General-Duty grade, NEMA WD 1, | NEMA WD 6, DSCC W-C-596G, and UL 498. G. Ground-Fault Circuit Interrupter Receptacles: duty type suited for its usage, with integral duplex receptacle complying with UL 498 and UL 943; for installation in a 2-3/4-inch- (70-mm-) deep outlet box without an adapter. H. Snap Switches: General-duty, quiet type, DSCC W-C-8896F and UL 20. |. Dimmer Switches: Modular, full-wave, solid-state units with integral, quiet on/off switches and audible frequency and EMI/RFI filters. 1. Control: Continuously adjustable toggle switch; with single-pole or three-way switching to suit connections. J. Wall Plates, Finished Areas: Smooth, high- impact thermoplastic, fastened with metal screws having heads matching plate color. K. Wall Plates, Unfinished Areas: Smooth, high- impact thermoplastic with metal screws. L. Wall Plates, Wet Locations: Thermoplastic with spring-loaded lift cover, and listed and labeled for use in wet locations. M. Floor Service Fittings 1. Modular, flush-type, dual-service units suitable for wiring method used. 2. Service Plate: Rectangular, with satin finish. 3. Voice and Data Communication Outlet: As instructed by Construction Manager N. Install devices and assemblies plumb, level, and square with building lines. ©. Install unshared neutral conductors on line and load side of dimmers. P. Mount devices flush, with long dimension vertical, and grounding terminal of receptacles on top, unless otherwise indicated. Group adjacent devices under single, multigang wall plates. TIMER W/ PHOTO CELL CONNECTED TO SW4 1 -A al L I O > q \ al ] O \ a? ) [ L Fi Th 2 a ey A ? ww A ; - i vail aan Z| 2A A OC Pail | =) 4 ON PENDANT ee ie < > %; = ieee SS, 4 A) LIGHTING PLAN CO 3H6" = 1-0" n pee WW / “ | Luminaire Schedule No. Zz Symbol! Qty | Label Arrangement | Lamps | Lumens Total Lumens LLF Description Fi Total Watts [| 13 C SINGLE GO 80 4000 0.900 | XPGD/P-S-LED-50-CIN (PENDANT UNDER SDISRED ROOF)| 70 me 4 D SINGLE 414 70 8330 0.900 | XAM-3-LED-119-CIN-UIE SINGLE Of 20'POLE / 135 | | oo 4 E SINGLE 63 69 (4347 0.900 | XAS-3-LED-63-CIN-LIE = 70 4@ EXT LGHT SCHED 7 SS 4/2" = 1'-0" INTERIOR LIGHTING SCHEDULE A 2X4FLUOR TROFFER (3) T-8 LAMPS ELECTRONIC BALLAST; MAX 117 W/FIXTURE/PRISMATIC LENS B 2X4FLUOR TROFFER (3) t-8 LAMPS ELECTRONIC BALLAST; MAX 117 W/FIXTURE/PRISMATIC LENS SECTION 16145 - LIGHTING CONTROL DEVICES A. Scope: Design and build complete electrical system. B. Submittals: Product Data and Shop Drawings: 1. Installation details for lighting control devices. 2. interconnection diagrams showing field-installed wiring. C. Comply with NFPA 70. D. Line-Voltage Surge Protection: An integral part of the devices for 120- and 277-V solid-state equipment. For devices without integral tine-voltage surge protection, field- mounting surge protection shall comply with IEEE C62.41 and with UL 1449. E. Description: Microprocessor-based, solid-state controls. 1. Operation: Automatically changes variable dimmer settings of indicated number of channels simultaneously from one preset scene to another when a push button is operated. 2. Each system includes a master control and remote controls. 3. Each channel shall be configurable to control the following: a. Fluorescent lamps with electronic ballasts. b. Incandescent lamps. 4. Memory: Retain presets and fade settings through power failures. F. Master Station: Contains control panel and indicated number of control and dimmer modules. 1. Controls and commands for adjustment of each dimmer- channel setting. 2. Rear illuminate all scene-select buttons. 3. Show lighting-level setting and fade-rate setting graphically using LEDs. 4. Mounting: Single, flush-mounting wali box with manufacturer's standard faceplate. G. Remote-Control Stations: 4. Numbered push buttons to select scenes. 2. Off switch to turn master station off. 3. On switch turns all scenes of master station to full bright. 4. Mounting: Single, flush-mounting wall box wit manufacturer's standard faceplate. H. Electromechanical-Dial Time Switches: Type complying with UL 917. 1. Circuitry: Allow connection of a photoelectric relay as substitute for on and off function of a program. 2. Astronomical time dial. 3. Eight-Day Program: Uniquely programmable for each weekday and holidays. 4. Skip-a-day mode. 5. Wound-spring reserve carryover mechanism to keep time during power failures, minimum of 16 hours. |. Power Wiring to Supply Side of Remote-Control Power Sources: Not smaller than No. 12 AWG, complying with Division 16 Section "Basic Electrica! Materials and Methods.” J. Classes 2 and 3 Control Cable: Multiconductor cable with stranded copper conductors not smaller than No. 18 AWG, complying with Division 16 Section "Conductors and Cables." K. Class 7 Control Cable: Multiconductor cable with stranded copper conductors not smaller than No. 18 AWG, complying with Division 16 Section “Conductors and Cables." L. Install unshielded, twisted-pair cable for control and signal transmission conductors, complying with Division 16 Section "Voice and Data Communication Cabling." M. Install and aim sensors in locations to achieve at least 90 percent coverage of areas indicated. Do not exceed coverage limits specified in manufacturer's written instructions. PHOTOCELL & TIMER ——~_ CONTROLS-TYP EXTERIOR NY NREC EXTERIOR AREAS: 1: Parking & Drive Area 2: Canopy Area 3: Plaza Area ep SITE LIGHTING ALLOWANCE SD) 4" = 60'-0" N. Wiring Method: Comply with Division 16 Section "Conductors and Cables." Minimum conduit size shall be 4/2 inch (13 mm). O. Install field-mounting transient voltage suppressors for lighting control devices in Category A locations that do not have integral line-voltage surge protection. P. Label time switches and contactors with a unique designation. Q. Verify actuation of each sensor and adjust time delays. Power Source. Exit signs shall be illuminated at all times. To insure continued illumination for a duration not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or an on-site generator. The installation of the emergency power system shall be in accordance with 2006 IBC Section 2702. Approved exit sign illumination means that provide continuous illumination independent of external power sources for a duration of not less than 90 minutes, in case of primary power loss, are not required to be connected to an emergency electrical system. Ss) (7 REVISIONS 7, CHARLESNORRSSTAEH STATECRWAGNGTCN Z, ey (K O SH E E T CO N T E N T : 2) Se a Br e e z e St o r e "l a 14 0 8 Si m s Wa y , Po r t To w n s e n d , WA Na g r a In c . N EL E C T R I C A L & LI G H T I N G CMS 5/5/10 SCALE 0819 As indicated a Ea XS d) DWV PLAN r2" VTR | oe NI | MP | 2 Ut pee | LOFT ‘$1-1/2" VTR {eT A A - a 1-1/2" VTR \ | | | | | | | CARWASH PLUMBING PER CARWASH DESIGN BUILD REQUIREMENTS LOCATE DRAIN LINE — == UNDER MECH/STOR 107 1/8" = 1'0" (1) Plumbing Isometric IND WASTE FOR Y ICE MACH & HVAC a COOLER DRAIN = CONNECT TO SIDE SEWER we EXTENSION FROM SHERMAN STREET ROW PER CIVIL PLANS Gl GREASE INTERCEPTOR GW GREASE WAST S SANITIARY SEWER PROVIDE PLUMBING CLEANOUT ACCESS COVERS, TYP FREEZE PROOF —- HOSE BIBB 3/4" - « ee a - oC = \ ‘2’ HS 3CS VSIFS oe i 2 Pa yee _2 P 7 3/4" sree ge Ny ( L aT 1/2 ——{D Pa I { | : I at 1 12 - we Z ai | 1 aN A, i , tt it \ a is 12 \ W (s - = = a a a a i) ke -p ¢ - - \ ‘ \ LO ‘ FREEZE PROOF a, HOSE BIBB \ DOMESTIC WATER PLAN 1" CW TERMINATE IN _ ROOM PER SUPPLIER CARWASH EQUIPMENT CARWASH PLUMBING PER . CARWASH DESIGN BUILD Pee REQUIREMENTS a ——_ FREEZE PROOF 3 HOSE BIBB 1/8" = 1'0" \/ 4/8" = 1'-0" SECTION 15410 - PLUMBING FIXTURES A. Comply with requirements of Public Law 102-486, “Energy Policy Act," regarding water flow rate and water consumption of plumbing fixtures. B. Comply with applicable standards below: 1. National Sanitation Foundation Construction: NSF 61. 2. Public Law 90-480, "Architectural Barriers Act”; and Public Law 101-336, "Americans with Disabilities Act." 3. Public Law 102-486, “Energy Policy Act." C. Install fitting insulation kits on fixtures for people with disabilities D. Install fixtures with flanges and gasket seals. E. Install flushometer valves for accessible water closets and urinals with handle mounted on wide side of compartment. Install other actuators in locations that are easy for people with disabilities to reach. F. Install tanks for accessible, tank-type water closets with lever handle mounted on wide sicle of compartment. G. Fasten wall-hanging plurnbing fixtures securely to supports attached to building substrate when supports are specified, and to building wall construction where no support is indicated. H. Fasten floor-mounted fixtures to substrate. Fasten fixtures having holes for securing fixture to wall construction, to reinforcement built into walls. |. Fasten wall-mounted fittings to reinforcement built into walls. J. Fasten counter-mounting plumbing fixtures to casework. K. Secure supplies to supports or substrate within pipe space behind fixture. L. Set shower receptors and mop basins in leveling bed of cement arout ; ; ; N. Install water-supply stop valves in accessible locations.rs and O. Install traps on fixture outlets. Omit traps on fixtures having integral traps. Omit traps on indirect wastes, unless otherwise indicated. P. Install disposers in sink outlets. Install switch where indicated, or in wall adjacent to sink if location is not indicated. Q. Install hot-water dispensers in back top surface of sink or in counter with spout over sink. R. Install escutcheons at wall, floor, and ceiling penetrations in exposed, finished locations and within cabinets and millwork. Use deep-pattern escutcheons where required to conceal protruding pipe fittings. S. Seal joints between fixtures and walls, floors, and counters using sanitary-type, one-part, mildew-resistant, silicone sealant. Match sealant color to fixture color. T. Install piping connections between plumbing fixtures and piping systems and plumbing equipment. Install insulation on supplies and drains of fixtures for people with disabilities. U. Ground equipment. Tighten electrical connectors and terminals according to UL 486A and UL 486B. 1 Y 2. PROVIDE COMPLETE | PLANS ARE DIAGRAMATIC ONLY STALLATION PER APPLICABLE CODES & ORDINANCES SECTION 15430 - PLUMBING SPECIALTIES A. Submittals: Product Data. B. Cleanouts, (CO): . Application: Floor cleanout/ Wall cleanout. . Body or Ferrule Material: Stainless steel. . Clamping Device: Required. . Outlet Connection: Threaded. . Closure: Brass plug with straight threads and gasket. . Adjustable Housing Material: Plastic with threads. . Frame and Cover Material and Finish: Stainless steel. . Frame and Cover Shape: Round. . Floor Drains, (FD): . Application: Floor drain. . Body Material: Stainless steel. . Seepage Fillange: Anchor flange. . Clamping Device: Required. . Outlet: Bottom. . Exposed Surfaces and Interior Lining: Acid-resistant enamel. . Sediment Bucket: Not required. . Top or Strainer Material: Stainless steel. . Top of Body and Strainer Finish: Stainless steel. 10. Top Shape: Round. 11. Trap Material: Cast iron. 12. Trap Pattern: Standard P-trap. 13. Trap Features: Cleanout and trap seal primer valve drain connection. D. Pipe-Applied, Atmospheric Vacuum Breakers: ASSE 1001, with floating disc and atmospheric vent. E. Hose Connection Vacuum Breakers: Rough bronze, with nonremovable and manual drain features and garden-hose threaded connection. F. Water Filters: Cartridge type, including housing, fittings, filter cartridges, and cartridge end caps.. G. Thermostatic Mixing Valves: Manually adjustable, bronze body. Include check stop and union on het- and cold-water- supply inlets. H. Hose Bibbs: Bronze body in rough-bronze finish, with removable composition disc, threaded or soldered inlet, garden- hose threaded outlet, and loose-key handle. | Wall Hvdrant ASMF A112? 21 3M oroiectina nonfree7ze OM N O N A B R W N H O A N D O A A W N = threaded inlet, garden-hose threaded outlet, and rough-bronze finish. J. Water Hammer Arrester: Bellows or piston type with pressurized cushioning chamber. K. Strainers: Y-pattern, bronze body, 125-psig (860-kPa) minimum steam working pressure. L. Install backflow preventers at each water-supply connection to mechanical equipment and where required by authorities having jurisdiction. M. Install hose bibbs with integral or field-installed vacuum breaker. N. Install floor drains at low pints of surface areas and where indicated. Set tops of drains flush with finished floor. 1. Trap drains connected to sanitary building drain. 2. Install drain flashing collar or flange so no leakage occurs between drain and adjoining flooring. Maintain integrity of waterproof membranes. O. Install roof drains at low points of roof areas according to roof membrane manufacturer's written installation instructions. 1. Install roof-drain flashing collar or flange so no leakage occurs between drain and adjoining roofing. Maintain integrity of waterproof membranes where penetrated. SECTION 15480 - DOMESTIC WATER HEATERS A. Submittals: Product Data. B. Comply with requirements of applicable NSF, AWWA, or FDA and EPA regulatory standards for tasteless and odorless, potable-water-tank linings. C. Comply with performance efficiencies prescribed in ASHRAE 90.2, "Energy Efficient Design of New Low-Rise Residential Buildings." D. Warranties: Submit a written warranty executed by manufacturer agreeing to repair or replace water heaters that fail in materials or workmanship within five years from date of Substantial Completion. Failures include, but are not limited to, tanks and elements. E. Insulation: Suitable for operating temperature and required insulating value. Include insulation material that surrounds entire tank except connections and controls. F. Anode Rods: Factory installed, magnesium. G. Combination Temperature and Pressure Relief Valve: ASME rated and stamped and complying with ASME PTC 25.3. Include relieving capacity at least as great as heat input and pressure setting less than water heater working-pressure rating. Select relief valve with sensing element that extends into tank. H. Drain Valve: Factory or field installed. |. Light-Commercial, Storage, Electric Water Heaters: UL 174 or UL 1453, but listed by manufacturer for commercial applications; or UL 1453, 82-gal. (310-L) capacity. Steel tank with 150-psig (1035-kPa) working- pressure rating, ASME labeled. Two electric, screw-in, immersion-type heating elements with adjustable thermostat for each element and wiring arrangement for simultaneous operation with maximum 60-A circuit. NSF 5 construction. J. Install temperature and pressure relief valves and extend to closest floor drain. K. Install vacuum relief valves in cold-water-inlet piping. L. Install shutoff valves and unions at hot- and cold-water piping connections. M. Make piping connections with dielectric fittings where dissimilar piping materials are joined. N. Electrically ground units according to authorities having jurisdiction. 2 Section 508 - Uniform Plumbing Code. Water heaters shall be strapped at points within the upper and lower 1/3 points of its vertical dimension. At the lower point, a distance of not less than 4" shall be maintained above the controls with the strapping. ACKFLOW pK. REVENTER Sy. NEW I" MAIN fas! SHUT-OFF i VALVE vA | (XX) = NO FIXTURE UNITS SERVED BY BRANCH | y SAY SEE CIVIL FOR “ WATER LINE Ss 1-1/4 MIN. SIZE BY PLUMBER DETAIL OF SERVICE XPANSION TANK GUAL TQ MTROL ST-I2 riW T WATER CLOSET Ngee AMERICAN STANDARD 2216.143 17" HIGH FOR HANDICAPPED WITH TANK LINER AND CHURCH 9500 OPEN LID LAVATORY mp AMERICAN STANDARD #4300.117 “"LEDGEMERE" WITH WALL CARRIER AND HERMITAGE FAUCET AND POP UP DRAIN, MOUNT AT HANDICAP HEIGHT. VERIFY COMPLIANCE TO ELEVATION DIMENSIONS ON PLANS. HAND SINK "MS" 15 112" X 16 1/2" STAINLESS STEEL HANDSINK MOP SINK - "MIS" FIAT MSB 2424 FIBERGLASS BASIN W/I830-AA FAUCET W/VACUUM BREAKER AND 889-CC MOP HANGER. THREE COMPARTMENT SINK "308" STAINLESS STEEL W/ SINLGLE COMPARTMENT AND DRAIN BOARD -CUSTOM FABRICATED. FURNISHED WITH DRAIN BY ASI. INSTALLED BY PLUMBER PREP SINK (WITH Ky FLOOR SINK (SEE "FS" s STAINLESS STEEL W/ SINLGLE COMPARTMENT AND DRAIN BOARD -CUSTOM FABRICATED. FURNISHED WITH DRAIN BY ASI. INSTALLED BY PLUMBER 3" ZURN #ZN-415 PROVIDE TRAP PRIMER A.O. SMITH W/ PRESSURE RELIEF AND OTHER ACCESSORIES, 80 GAL . CAP. 61.4 GAL. REC./HR T&S #B-1 36-PC WITH VACUUM BREAKER EQUAL TO ZURN MODEL Z-1900-3 PROVIDE WITH COVER. z, %&% BELOW) UNDER "vs" ee oy aon oF {/ FLOOR DRAIN IN "ED" WATER HEATER LAA HOSE BIB - "HBO" FLOOR SINK - | eS" BACKFLOW PREVENTER EQUAL TO WATTS NO. 009QT - CONFIRM MODEL #* |S APPROVED BY LOCAL AUTHORITY PRIOR TO INSTALLATION, PROVIDE AS REQUIRED. SH E E T CO N T E N T S Se a Br e e z e St o r e B 14 0 8 Si m s Wa y , Po r t To w n s e n d , WA Na g r a In c . L As indicated ZY _ P1.1 \) A) a | ee ee el eo COVERED -eoort—eR = KITCHEN EXTERIOR COOLER ss: /| AREA “ | | ‘ it Lo EXTERIOR AREA on ; U D KIVA tole ed LX | 200 a + = Jj = -, = ‘ \ x £ Me - al - a / 5 3 . \ oe - \ 7 N Fs , ’ ? ¥ Z - - t ‘ . ‘ ’ * \ , -\ , = ~ 4 | ’ \ ‘ a Ve < t / \ S - - 7 : me \ N \ t ‘ , , . . no " j = , ro, 200 4 . 2 é ~ ~ e bo tr / é ‘ ae - 300 ‘ é ) x t ; x = eg ~ F \ , Uf LL vey ’ ‘ x A x - - 4 ae , ? sl ‘ is \ - 1 a ~*~ ca x AN j / = * WH ok & i I ae +s , % “ip fox | \ z 2 ? rs t l t ‘ yoy ‘ é - \ * ‘ a i| v ss ~ , & 4 y ¢ N Ma ‘ es a é . N \ Ny ‘ , ft aa \ ? ‘ , \ - , fn * j \ : 4 “< , ‘ & ra nN \ - a Z x a v , » \ ~ ¥ Y is ¢ : x? 8 , ‘ ‘ t ‘ A” 4 ~ : , ‘ A) [000 | = | . - , sO ; au | FREEZER TA = || FREEZER - 200 ee 36 ' - 0" \ 7 EN TS \ “4 : |o"p 2 iN —n l LI Lt t | (o'f . = 3 — ae ee Na | og FLL F _ (9 IN ~ eee ee : ‘| CW EQUIP Toile a Toilet, | Office a ” x Car Wash i | / : 3 4 ° X WA { i IAPS wa = Vi a y, Nw a 90 _ 70 : - Lo - 1 y COVERED | eae re || Med EXTERIOR IN ioe <— ss ml ~ 9 Xl 200 J AREA (= _ I NN, [2"9 x | a = Locate ATU 142 PER SHEET A2.4 AOE PLAN Seabreeze Store TAG |MAKE DESCRIPTION RTU1&2 =| TRANE WSC036E3 PRECEDENT 13SEER R410A Packaged HP unit | O as O W ) S eC | ) d 208/230/3 phase, MCA 56 amps, full economizer, 1200cfm @.25sp, minimum OSA 200 cfm, 650# EF 1&2 NUTONE QTRN-110 90cfm @ .25sp 120volt, vent thru roof T-Stat Honeywell I TH8320U 7-Day Programmable with Remote Sensor, 5 degree dead-band \O - A C A D - P R O J E C T S \ C R O U S E IV G \ C U R R E N T \ S O 06 / 0 7 / 2 0 0 6 il i WOOD FRAMING 1. SAWN TIMBER ALL SAWN TIMBER FRAMING MEMBERS SHALL MEET THE SPECIES AND GRADE SHOWN BELOW UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS. ALL SAWN TIMBER MEMBERS SHALL BE KILN DRIED OR SURFACE DRIED. EACH PIECE SHALL BEAR THE STAMP OF THE WEST COAST LUMBER INSPECTION BUREAU SHOWING GRADE MARK. ALL EXPOSED MATERIALS OR MATERIAL IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. BLOCKING HEM—FIR#2 2X STUDS & PLATES HEM—FIR#2 2X RAFTERS & JOISTS HEM—FIR#2 4X & 6X COLUMNS HEM—FIR#2 4X HEADERS HEM—FIR#2 6X HEADERS HEM--FIR#2 2. GLUE-LAMINATED TIMBER ALL STRUCTURAL GLUE—LAMINATED TIMBER, MATERIALS, MANUFACTURE AND QUALITY CONTROL SHALL BE IN CONFORMANCE WITH VOLUNTARY PRODUCT STANDARD P.S.56 "STRUCTURAL GLUED LAMINATED TIMBER”, AND ALL MEMBERS SHALL BE MARKED WITH A QUALITY MARK THEREOF. ALL PLIES SHALL BE DOUGLAS FIR COAST REGION. ALL GLUE-LAM BEAMS SHALL BE CAMBERED WITH RADIUS=2000’ UNLESS OTHERWISE SHOWN ON THE DRAWINGS. ALL MEMBERS SHALL BE 24F-V4 FOR SIMPLE SPANS OR 24F-V8 FOR CANTILEVERED OR CONTINUOUS SPANS. ALL MEMBERS SHALL BE INDUSTRIAL APPEARANCE AND SHALL BE GLUED WITH WATERPROOF ADHESIVE PER P.S. 56. 3. PLYWOOD SHEATHING EACH SHEET SHALL BEAR THE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ALL GRADING SHALL CONFORM TO PS—-1. USE THICKNESS AND NAILING AS SHOWN ON THE DRAWINGS. ALL PLYWOOD SHALL BE C-—D EXTERIOR GRADE WITH EXTERIOR GLUE. 4. WOOD I-JOISTS I-JOISTS SHALL BE PREFABRICATED BY A MANUFACTURER APPROVED BY THE ARCHITECT. I-—JOISTS SHALL COMPLY WITH MATERIAL REQUIREMENTS OF AND STRUCTURAL CAPACITIES ESTABLISHED AND MONITORED ACCORING TO ASTM D 5055. I-JOISTS SHALL BE FACTORY MARKED WITH APA TRADEMARK INDICATING NOMINAL JOIST DEPTH, JOIST CLASS, SPAN RATING, MILL IDIENTIFICATIONS, AND COMPLIANCE WITH APA STANDARD. 5. FASTENERS FOR WOOD CONNECTIONS 5.4. ALL FASTENERS FOR GENERAL FRAMING SHALL BE WITH COMMON NAILS, U.N.O. ALL FASTENERS FOR GYPSUM WALL BOARD SHALL BE COOLER NAILS, U.N.O. ALL NAILS SHALL BE FROM AMERICAN OR CANADIAN MANUFACTURER ONLY. ALTERNATE FASTENERS, WHICH ARE NOT INDICATED HERE, SHALL COMPLY WITH NER-—272 AND SHALL BE APPROVED, IN WRITING, BY THE ENGINEER PRIOR TO USE. FOR SPECIAL NAILING REQUIREMENTS REFER TO SHEARWALL AND FRAMING NOTES. 5.2. LAG SCREWS: PROVIDE LEAD HOLES FOR ALL LAG SCREWS. LEAD HOLE DIAMETER FOR THREADED PORTION OF SCREW SHALL BE 1/4 THE SCREW SHANK DIAMETER. LUBRICANT SHALL BE USED ON LAG SCREWS TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE LAG SCREW. 5.3. BOLTS: BOLTS USED IN TIMBER CONSTRUCTION SHALL BE ASTM A307 GRADE C, MIN. UNO. WASHERS SHALL BE MALLEABLE IRON WASHERS WITH 1-1/2” DIAMETER, MIN. 5.4. CONNECTION HARDWARE: ANCHORS AND CONNECTORS FOR TIMBER FRAMING SHALL BE PREFABRICATED BY A QUALIFIED SUPPLIER SUCH AS SIMPSON. HARDWARE EXPOSED TO WEATHER OR TO VIEW OR IN UNHEATED PORTION OF BUILDING SHALL BE GALVANIZED. REFER TO SPECIFICATION ON SHEET SO FOR CUSTOM FABRICATED STEEL CONNECTORS. 5.5. MINIMUM FASTENER SPACING: ALL NAILING AND FASTENER SPACING SHALL BE AS SHOWN ON THE PLANS AND SHALL COMPLY WITH THE REQUIREMENTS OF UBC TABLE 23-I-Q OR TABLE 25-—I U.N.O. 5.6. SHEAR PLATES: SHEAR PLATES SHALL BE MANUFACTURED FROM MALLEABLE IRON PER ASTM A-47, GRADE 32510 w/%%214"% BOLT HOLE. SHEAR PLATES SHALL CONFORM TO THE DIMENSIONS SPECIFIED IN NDS SEC 10. STEEL CONNECTORS 1. GENERAL 1.1, ALL STEEL CONNECTORS SHALL BE CUSTOM FABRICATED BY AN AISC CERTIFIED SHOP OR PREFABRICATED BY QUALIFIED SUPPLIER. CONTRACTOR MAY SELECT PREFAB STEEL CONNECTORS EXCEPT WHERE NOTED ON THE STRUCTURAL DRAWINGS. CONTRACTOR SHALL COORDINATE REQUIREMENTS FROM THE STRUCTURAL DRAWINGS AND SHALL DEVELOP SHOP DRAWINGS FOR ALL CUSTOM CONNECTORS. 2. MATERIALS 2.1. STRUCTURAL STEEL & FASTNERES SHALL BE PER MATERIAL SPECIFICATION TABLE. 2.2. GROUT FOR BEARING PLATES SHALL BE NON-—SHRINK EMBECO BY MASTER BUILDERS, INC. 2.3. EPOXY PAINT SHALL BE SHERMAN WILLIAMS BRAND DTM ACRYLIC COATING B66—100 SERIES. 3. SURFACE PREPARATION, COATINGS, & PAINT 3.1. FABRICATOR SHALL SHOP CLEAN ALL STRUCTURAL STEEL SHAPES IN CONFORMANCE WITH SSPC-SP2 AND SHALL APPLY A PRIMER COAT OF PAINT THAT IS COMPATABLE WITH THE FINISH PAINT SPECIFIED. 3.2. FABRICATOR OR CONTRACTOR SHALL APPLY A FINISH COATING OF EPOXY PAINT ON ALL STRUCTURAL STEEL SHAPES. PAINT SHALL HAVE A NOMINAL DRY FILM THICKNESS OF 0.6 MIL. CONTRACTOR SHALL TOUCH UP PAINTED SURFACE AFTER ERECTION TO COVER SCRATCHES. 3.3. CONTRACTOR SHALL COORDINATE FINAL PAINT FINISH AND COLOR WITH OWNER PRIOR TO FABRICATION. 4. QUALITY ASSURANCE 4.1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE COMPONENT 4.2, SHOP DRAWINGS SHALL BE MADE IN ACCORDANCE WITH AISC STEEL DETAILING MANUAL AND THE AISC CODE OF STANDARD PRACTICE. SHOP DRAWINGS SHALL BE DRAFTED TO SCALE, SHALL BE FULLY DIMENSIONED, SHALL BE MADE ON ’D’ SIZE SHEETS; AND SHALL BE SUITABLE FOR A SUFFICIENTLY EXPERIENCED WELDER TO FABRICATE THE COMPONENTS AND FOR INSPECTION OF THE WORK. SHOP DRAWINGS SHALL SHOW A BILL OF MATERIALS, WHICH SHOWS THE MATERIAL GRADE AND WEIGHT OF ALL STEEL TO BE USED IN THE FABRICATION, ALL DIMENSIONS INCLUDING CENTERLINE OF BOLT HOLES, BOLT HOLE DIAMETERS, WELDMENT, BEAM SEATS, SIDE PLATES, AND ANY WELDED ANCHOR BOLTS. THE SHOP DRAWINGS SHALL SHOW ALL KEY ELEVATIONS, FRAMING MEMBERS AND ANY COMPONENTS OF THE MAIN STRUCTURE WHICH MUST BE COORDINATED WITH THE FABRICATION, 4.3. SHOP DRAWINGS MAY BE SUBMITTED IN ELECTRONIC FORMATS INCLUDING PDF OR DWF. MATERIAL SPECIFICATION SHAPE OR FASTENER | ASTM DESIGNATION Vee bot REMARKS PLATES AND BARS _|A36 36 | 58 THREADED ROD A307 GRC — | 58 |THRU—BOLTING OR AB’S AT BASE PLATES THREADED ROD A706 60 | 60 |D.E.G. WITH WELDING TO STEEL STANDARD ABBREVIATIONS STANDARD SYMBOLS AB. ANCHOR BOLT LP. LOW POINT w/ WITH ALT. ALTERNATE LLH LONG LEG HORIZ. BN BOUNDARY NAILING LLV LONG LEG VERT. @ AT CLP. CAST-IN-PLACE LONG. LONGITUDINAL CONC. CONCRETE MAX. MAXIMUM E aS CONT. CONTINUOUS MNF. | MANUFACTURER ’ DIAMETER DBL. DOUBLE MIN. MINIMUM ; cRGLE D.E.G. DRILL & EPOXY GROUT MISC. MISCELLANEOUS DIA. DIAMETER N.I.C. NOT IN CONTRACT # NUMBER D.L. DEAD LOAD N.T.S. NOT TO SCALE " SLATE EA. EACH NO. NUMBER ELEV. ELEVATION Oc ON CENTER (E) EXISTING EW. EACH WAY OD ‘OUTSIDE DIAMETER F.0.C. FACE OF CONC PLM PARALAM (N) NEW F.0.F. FACE OF FACIA PLF POUNDS PER LINER FOOT FOOTING F.O.W. FACE OF WALL PSF POUNDS PER SQUARE FOOT F.S. FAR SIDE PSI POUNDS PER SQUARE INCH] <#> _HOLDOWN FT, FOOT, FEET R RADIUS HORIZ. HORIZONTAL SIM. SIMILAR CSW _> SHEAR WALL 1.0. INSIDE DIAMETER 7.0.8. TOP OF BEAM K. KIPS T.0.C. TOP OF CONCRETE SZ SIZE LBS. POUNDS TRANS. TRANSVERSE LF. LINER FEET VERT. VERTICAL LL. LIVE LOAD WWF WELDED WIRE FABRIC STRUCTURAL NOTES & SPECIFICATIONS CONCRETE 1. GENERAL 1.1. ALL FABRICATION AND PLACING SHALL CONFORM TO THE ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 318-02 EDITION. 1.2. WHERE ANY DISCREPANCY IS FOUND BETWEEN THESE SPECIFICATIONS AND ARCHITECT'S SPECIFICATION 03300, THE MORE STRINGENT SHALL APPLY. 1.3. FABRICATOR SHALL PROVIDE NORMAL WEIGHT CONCRETE MEETING THE REQUIREMENTS OF ACI 318. ESTABLISH PROPORTIONS OF CEMENT, COURSE AND FINE AGGREGATES, WATER, AND ADMIXTURES TO PRODUCE THE PROPERTIES SPECIFIED FOR EACH CONCRETE MIX TYPE ON THE BASIS OF PREVIOUS FIELD EXPERIENCE OR TRIAL BATCHES. 2, MATERIALS 2.1. PORTLAND CEMENT. ASTM C150, TYPE I OR TYPE II. 2.2. FLY ASH. ASTM C618, CLASS C OR F. 2.5. WATER-REDUCING ADMIXTURES. ASTM C494. 2.4. AIR-ENTRAINMENT ADMIXTURES. ASTM C260. 2.5. AGGREGATE. ASTM C33. 3. PLACING 3.1. ANY WATER ADDED TO FRESH CONCRETE AT THE SITE SHALL BE METERED AND MADE UNDER CONTINUOUS SPECIAL INSPECTION. THE SPECIAL INSPECTOR SHALL VERIFY THE AMOUNT OF WATER ADDED AND COMPUTE THE RESULTING WATER/CEMENT RATIO PRIOR TO PLACEMENT OF CONRETE. ANY CONCRETE WITH A WATER/CEMENT RATIO ABOVE THE LIMIT SPECIFIED SHALL BE REJECTED AS NON-CONFORMING AND SHALL NOT BE USED. SPECIAL INSPECTOR SHALL REPORT TO ENGINEER THE AMOUNT OF WATER ADDED AND THE RESULTING WATER/CEMENT RATIO. 3.2. CONCRETE SHALL BE CONSOLIDATED IN-PLACE USING MECHANICAL VIBRATION TO PROVIDE A MONOLITHIC UNIT THAT IS SHAPED IN THE FORMS AND AROUND EMBEDED ANCHORS WITHOUT SEGREGATION, HONEYCOMBING OR ROCK POCKETS. 3.3. PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE HOT OR COLD TEMPERATURES FOR A CURING PERIOD OF (28) DAYS AFTER POURING. 4. SURFACE PREPARATION 4.1. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE PREPARATION AND FINISHING REQUIREMENTS. 5. QUALITY CONTROL 5.1. CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGN FOR EACH MIX TYPE TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. SUBMITTAL SHALL SHOW PROPERTIES AND PROPORTIONS OF MATERIALS USED, INCLUDING THE WATER/CEMENT RATIO, BASIS OF THE DESIGN, AND SHALL BE SIGNED BY THE QUALITY ASSURANCE SUPERVISOR FOR THE FABRICATOR. CONCRETE MIX TYPE MIX TYPE I II USE FOUNDATION CONC SLAB-—ON-—GRADE fic 3000 PSI 3000 PSI W/C RATIO 0.45 MAX 0.45 MAX CEMENT CONTENT 3.5 SACKS PER CY MIN 3.0 SACKS PER CY MIN AGGREGATE SIZE %” MAX 7” MAX AIR CONTENT 6% MIN 6% MIN SLUMP 4” TO 6” 4” TO 6” EXPOSURE TO FREEZE /THAW MODERATE MODERATE EXPOSURE TO CHLORIDES MINIMAL MINIMAL CORROSION PROTECTION AND NORMAL NORMAL DURABILITY CONCRETE REINFORCING STEEL 1. GENERAL Ted ALL FABRICATION AND PLACING SHALL CONFORM TO “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE,” ACI 318-02 AND "ACI DETAILING MANUAL,” ACI 315. 2. MATERIALS 2.1. REINFORCING STEEL AND EMBEDED ANCHOR BOLTS AND FASTENERS SHALL BE PER MATERIAL SPECIFICATION TABLE UNLESS OTHERWISE NOTED ON THE STRUCTURAL DRAWINGS. 3. PLACING AND ERECTION 3.1. SUPPORT ALL REINFORCING STEEL WITH APPROVED CHAIRS, SPACERS, OR TIES SO THAT IT IS SECURELY POSITIONED AND HELD IN-PLACE. CONTRACTOR SHALL PROVIDE SUFFICIENT QUANTITY OF SUPPORTS SO THAT REINFORCEMENT CAN BE WALKED ON OR WORKED WITH DURING ERECTION AND CONCRETE PLACEMENT WITHOUT BENDING THE BARS OR DISTURBING THE DEPTH OF PLACEMENT. PLACE CHAIRS AT APPROXIMATELY 24°0C TO SUPPORT SLAB REINFORCEMENT. 3.2. GRADE 60 REBAR SHALL NOT BE FIELD BENT AFTER PLACING. 3.3. REINFORCING STEEL SHALL HAVE LAP SPLICES AND HOOKS PER TYPICAL DETAIL. REFER (10 \ SF 3.4. REBAR SHALL NOT BE FIELD WELDED UNLESS DETAILED ON THE STRUCTURAL DRAWINGS OR APPROVED BY THE ENGINEER IN WRITING AS A FIELD SOLUTION. ALL REINFORCING STEEL USED IN WELDED APPLICATIONS SHALL CONFORM TO ASTM A706. 4, QUALITY ASSURANCE 4.1. THE CONTRACTOR SHALL PREPARE PLACING DRAWINGS FOR TYPICAL BAR LAYOUT AND SEQUENCE OF PLACING AND SHALL SUBMIT TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. PLACING DRAWINGS SHALL BE ON 24X36 SIZE SHEETS AND SHALL CONFORM TO THE ACI DETAILING MANUAL. MATERIAL SPECIFICATION SHAPE OR FASTENER ASTM DESIGNATION | 2 | fg REMARKS REINFORCING STEEL A615 GR 40 40 | — |NEW, DEFORMED BILLET STEEL, #4 OR #5 BARS REINFORCING STEEL A615 GR 60 60 | — |NEW, DEFORMED BILLET STEEL, ALL BARS THREADED ROD F1554 GR 36 36 | 58 |D.E.C. OR C.L.P. OR AB'S AT BASE PLATES THREADED ROD A706 60 | 60 |D.E.G. WITH WELDING TO STEEL PRE-ENGINEERED PLATED WOOD TRUSSES 1. GENERAL 1.1. ALL PREFABRICATED PLATED WOOD TRUSSES SHALL BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. MANUFACTURER SHALL DESIGN TRUSSES FOR THE LOADS, SPANS AND CRITERIA SHOWN ON THE CONTRACT DRAWINGS. DETAILS SHOWING PRODUCT ASSEMBLY SHALL BE PROVIDED FOR ALL TRUSS TO TRUSS CONNECTIONS EXCEPT AT LOCATIONS SPECIFIED BY ENGINEER OF RECORD ON THE CONTRACT DRAWINGS. TRUSS MNF SHALL COORDINATE ANY CHANGES TO THE TRUSS LAYOUT SHOWN WITH THE ENGINEER OF RECORD PRIOR TO SUBMITTAL FOR REVIEW. 1.1. 2. DUTIES OF ENGINEER OF RECORD 2.1. ENGINEER SHALL DESIGN ALL HARDWARE REQUIRED TO CONNECT AND SUPPORT TRUSSES AND SHALL PROVIDE ALL NECESSARY BRIDGING, BLOCKING, AND BRACING, AND SHALL DETAIL THESE ITEMS ON THE CONTRACT DRAWINGS. 2.2. DURING SHOP DRAWING REVIEW ENGINEER SHALL REVIEW FINAL TRUSS LAYOUT FROM MANUFACTURER AND INCORPORATE ANY CHANGES INTO THE STRUCTURAL DESIGN IN ORDER TO INSURE THAT ALL FRAMING MEMBERS AND CONNECTIONS ARE DESIGNED AND DETAILED, THAT ALL LOADS ARE TRACKED TO THE FOUNDATION, AND THAT THE TRUSSES FUNCTION AS AN INTEGRAL PART OF THE MAIN STRUCTURE. 3. QUALITY ASSURANCE 3.1. TRUSS MNF SHALL SUBMIT CERTIFIED PRODUCT DRAWINGS FOR THE ASSEMBLY AND WET STAMPED CALCULATIONS FOR EACH TRUSS TYPE TO ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. THE PRODUCT DRAWINGS SHALL SHOW PLACING DRAWINGS, ANY FRAMING ASSEMBLY, FABRICATION REQURIEMENTS, CONNECTION DETAILS AND HARDWARE, TEMPORARY AND PERMANENT BRACING, ERECTION SEQUENCE, SAFETY PRECAUTIONS, AND ANY OTHER ITEMS NECESSARY FOR A COMPLETE ASSEMBLY. THE PLACING DRAWINGS SHALL SHOW ALL FRAMING MEMBERS AND ANY COMPONENTS OF THE MAIN STRUCTURE WHICH MUST BE COORDINATED WITH THE PRODUCT ASSEMBLY. PLACING DRAWINGS SHALL BE DRAFTED TO SCALE, SHALL BE FULLY DIMENSIONED, SHALL BE MADE ON ’D’ SIZE SHEETS AND SHALL BE SUITABLE FOR USE AS A CONSTRUCTION DOCUMENT FOR ERECTION AND FIELD INSPECTION OF THE FINISHED ASSEMBLY AND SHALL CONFORM TO GOOD ENGINEERING PRACTICE. PLACING DRAWINGS MAY BE SUBMITTED IN ELECTRONIC FORMATS INCLUDING PDF OR DWF. Bs 3.3. 3.4. GENERAL STRUCTURAL PROVISIONS 1. TERMS OF USE. BY USING THESE STRUCTURAL DRAWINGS, ALL PARTIES AGREE TO THE FOLLOWING TERMS OF USE. 1.1. THE ARCHITECT WAS HIRED BY THE OWNER TO ACT AS THE PRIMARY DESIGN PROFESSIONAL. ENGINEER WAS HIRED BY ARCHITECT AS A SUB-—CONSULTANT TO THE ARCHITECT. ENGINEER MADE A STRUCTURAL DESIGN OF ELEMENTS AND SYSTEMS AS SHOWN UNDER SCOPE OF BASIC SERVICES. ALL OTHER ELEMENTS AND SYSTEMS SHALL BE THE SOLE RESPONSIBILITY OF OTHERS AND ARE EXCLUDED FROM ENGINEER’S SEAL AND SIGNATURE. AS THE PRIMARY DESIGN PROFESSIONAL, ARCHITECT REVIEWED THESE DRAWINGS IN THEIR ENTIRETY, COORDINATED ALL REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL DESIGN FOR COMPATIBILITY WITH THE DESIGN CONCEPT OF THE COMPLETED PROJECT AS A FUNCTIONING WHOLE, AND ACCEPTS THESE DRAWINGS AS SUITABLE FOR USE ON THIS PROJECT. 1.2. CONTRACTOR SHALL REVIEW, CONFIRM, CORRELATE, AND COORDINATE ALL SPECIFICATIONS, DETAILS, FRAMING & FOUNDATION PLANS, AND DIMENSIONS ON ENGINEER’S STRUCTURAL DRAWINGS WITH THE CONSTRUCTION DRAWINGS PREPARED BY THE ARCHITECT AND FIELD CONDITIONS PRIOR TO START OF ANY CONSTRUCTION WORK, FABRICATION, OR ERECTION. ENGINEER’S STRUCTURAL DRAWINGS SHALL BE USED ONLY IN CONJUNCTION WITH THE CONSTRUCTION DRAWINGS PREPARED BY THE ARCHITECT. 1.5. DIMENSIONS OF STRUCTURAL FRAMING AND FOUNDATIONS SHOWN IN THESE STRUCTURAL DRAWINGS ARE BASED ON THE CONSTRUCTION DRAWINGS PREPARED BY THE ARCHITECT AND ARE APPROXIMATE. CONTRACTOR SHALL RESOLVE ALL DIMENSIONAL DISCREPANCIES BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS AND FIELD CONDITIONS PRIOR TO CONSTRUCTION, FABRICATION OR ERECTION OF ANY RELATED COMPONENTS. CONTRACTOR SHALL REFER TO THE CONSTRUCTION DRAWINGS PREPARED BY THE ARCHITECT FOR DIMENSIONS OF ALL ARCHITECTURAL FRAMING, COMPONENTS, AND TREATMENTS. 1.4. CONTRACTOR SHALL ASK FOR CLARIFICATION & INTERPRETATION FROM ENGINEER ON ANY ISSUES THAT ARE CONFUSING, SHALL RESOLVE ALL DISCREPANCIES, AND SHALL DEVELOP A FULL AND CLEAR COMPREHENSION OF THE INTENT AND PROVISIONS OF THESE STRUCTURAL DRAWINGS PRIOR TO START OF ANY CONSTRUCTION WORK OR FABRICATION. 1.5. ENGINEER WILL NOT SUPERVISE, DIRECT, CONTROL OR HAVE AUTHORITY OVER OR BE RESPONSIBLE FOR CONTRACTOR’S MEANS, METHOD, TECHNIQUES, SEQUENCES, OR PROCEDURES OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND PROGRAMS INCIDENT THERETO, OR FOR ANY FAILURE OF CONTRACTOR TO COMPLY WITH LAWS AND REGULATIONS APPLICABLE TO THE FURNISHING OR PERFORMANCE OF THE WORK. ENGINEER WILL NOT BE RESPONSIBLE FOR CONTRACTOR’S FAILURE TO PERFORM OR FURNISH THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 1.6. NO PROVISION OF THE CONTRACT DOCUMENTS NOR ANY DECISION MADE BY ENGINEER IN GOOD FAITH, NOR ANY EXERCISE OR PERFORMANCE OF ANY AUTHORITY OR RESPONSIBILITY BY ENGINEER SHALL CREATE, IMPOSE OR GIVE RISE TO ANY DUTY OWED BY ENGINEER TO CONTRACTOR, ANY SUBCONTRACTOR, ANY SUPPLIER, ANY OTHER PERSON OR ORGANIZATION, OR TO ANY SURETY FOR OR EMPLOYEE OR AGENT OF ANY OF THEM. 4. CODES. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE 2006 IBC AND STANDARD PRACTICE FOR EACH MATERIAL OR ELEMENT EXCEPT AS SHOWN AND NOTED ON THE DRAWINGS. THE CONSTRUCTION OF ELEMENTS OF THE STRUCTURE SHALL CONFORM TO STANDARD PRACTICE FROM THE FOLLOWING STANDARDS: 4.1. NDS—2005 "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.” 4.2. ACI 318-05 "MANUAL OF CONCRETE PRACTICE.” 4.3. TMS 402-05 "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES.” 4.4. AISC 303-05 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES.” 5. SAFETY 5.1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENT THERETO, THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE PRIOR TO COMPLETION OF PERMANENT SUPPORTS; AND TO PROTECT WORKMEN, AND OTHER PERSONS DURING CONSTRUCTION. ALL WORK SHALL BE DONE BY COMPETENT AND EXPERIENCED WORKERS. 5.2. THE PLANS REPRESENT THE COMPLETED STRUCTURE. THEY DO NOT INDICATE THE SEQUENCE OR METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ERECTION BRACING, FORMS, AND TEMPORARY SHORING DURING CONSTRUCTION UNTIL PERMANENT SUPPORTS ARE INSTALLED OR DESIGN MATERIAL STRENGTHS ARE ACHIEVED. 6. INTERPRETATION OR CLARIFICATION WHEN REQUESTED BY THE OWNER OR AT SUCH TIMES AS ENGINEER MAY DETERMINE NECESSARY, ENGINEER WILL ISSUE SUCH WRITTEN CLARIFICATIONS OR INTERPRETATIONS OF THE REQUIREMENTS OF THE CONTRACT DRAWINGS, WHICH SHALL BE CONSISTENT WITH THE INTENT OF AND REASONABLY INFERABLE FROM THE CONTRACT DOCUMENTS. 7. FIELD ORDER WHEN REQUESTED BY THE OWNER OR AT SUCH TIMES AS ENGINEER MAY DETERMINE NECESSARY, ENGINEER WILL ISSUE WRITTEN FIELD ORDERS WHICH AUTHORIZE MINOR VARIATIONS IN THE WORK FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND ARE COMPATIBLE WITH THE DESIGN CONCEPT OF THE COMPLETED PROJECT AS A FUNCTIONING WHOLE. 8. WORK CHANGE DIRECTIVE WHERE CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS OR WHERE DESIGN CONFLICTS OCCUR DUE TO UNFORESEEN EXISTING CONDITIONS, CONTRACTOR SHALL COORDINATE WITH ENGINEER TO DEVELOP A PROPOSED FIELD SOLUTION. ENGINEER SHALL REVIEW PROPOSED FIELD SOLUTION, PERFORM SITE INVESTIGATION AS REQUIRED, AND MODIFY AS NECESSARY. ENGINEER SHALL PROVIDE WRITTEN AUTHORIZATION FOR ALL FIELD SOLUTIONS WHICH SHALL INCLUDE DETAILS AND SPECIFICATIONS. 9. CHANGE ORDER WHEN REQUESTED BY THE OWNER, ENGINEER WILL MAKE CHANGES TO THE STRUCTURAL DESIGN TO INCORPORATE ANY ADDITIONS, DELETIONS, OR REVISIONS IN THE DESIGN CONCEPT SO THAT THEY ARE COMPATIBLE WITH THE COMPLETED PROJECT AS A FUNCTIONING WHOLE. NO CHANGES SHALL BE MADE TO THE BASIC SCHEME OR DESIGN INTENT OF THE STRUCTURAL DESIGN WITHOUT WET STAMPED WORK CHANGE DIRECTIVE FROM THE ENGINEER. 10. COMMUNICATIONS CONTRACTOR SHALL MAKE ALL COMMUNICATIONS REGARDING ARCHITECTURAL OR STRUCTURAL ISSUES THROUGH THE PRIMARY DESIGN PROFESSIONAL. ALL COMMUNICATIONS FROM ENGINEER SHALL BE IN WRITING. 11. SUBSTITUTION OF PRODUCT MANUFACTURER ALL PRODUCTS AND MATERIALS SHALL BE FROM SPECIFIED MNF. SUBSTITUTION OF AN EQUIVALENT BRAND SHALL REQUIRE PRIOR WRITTEN APPROVAL FROM THE ENGINEER. QUALITY ASSURANCE CONT. SHOP DRAWING REVIEW / DEFERRED SUBMITTALS MANUFACTURER OR FABRICATOR SHALL COORDINATE DESIGN WITH ENGINEER OF RECORD AND SUBMIT SHOP DRAWING TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. SUBMITTAL SHALL CONFORM TO THE REQUIRMENTS SHOWN FOR EACH MATERIAL OR COMPONENT. DESCRIPTION TYPE REMARKS PRE-MNF PLATED WOOD TRUSSES DEFERRED | BIDDER DESIGNED. CONCRETE MIX DESIGN STRUCTURAL STEEL MASONRY MATERIALS: MORTAR, GROUT, & UNITS. MATERIAL CERTIFICATES MASONRY UNITS. SUBMIT SAMPLE TO ARCHITECT FENCE DESIGN DEFERRED | BIDDER DESIGNED. BOLLARD DEFERRED | BIDDER DESIGNED. CO P NT OP ay e ) AL N ] > LIGHT POLE DEFERRED | BIDDER DESIGNED. CONSTRUCTION OBSERVATION & FIELD WORK BY ENGINEER ENGINEER SHALL MAKE SITE VISITS TO CHECK GENERAL CONFORMANCE OF THE CONSTRUCTION WITH STRUCTURAL DRAWINGS IN ACCORDANCE WITH THE IBC AND SHALL MAKE A WRITTEN STATEMENT TO THE PROJECT TEAM AND BUILDING OFFICIAL, REGARDING THE NATURE OF THE OBSERVATIONS MADE. THE CONTRACTOR SHALL NOTIFY ENGINEER WHEN CONSTRUCTION IS READY FOR OBSERVATION. CONTRACTOR SHALL NOT PROCEED UNTIL ENGINEER'S SITE VISIT HAS BEEN MADE. FW ENG. OBS ENG. F.S. DESCRIPTION REMARKS 1. WHEN REQUESTED BY ARCHITECT. 2. NOTICE OF ACCEPTABILITY OF THE WORK. NOT REQUIRED. PROJECT DESCRIPTION JURISDICTION: CITY OF PORT TOWNSEND, WA PRIMARY DESIGN PROFESSIONAL: LOGGIA GROUP, PLLC 6816 CHAMBERS CREEK RD W UNIVERSITY PLACE, WA 98467 STRUCTURE TYPE: NEW TIMBER FRAMED MARKET w/ MASONRY CARWASH. ENGINEER’S SCOPE OF BASIC SERVICES: STRUCTURAL DESIGN FOR THE FOLLOWING ELEMENTS AND SYSTEMS: AND MASONRY SHEAR WALLS. 1. LATERAL FORCE RESISTING SYSTEMS: WOOD PANEL SHEAR WALLS 2. VERTICAL FRAMING FOR WOOD AND MASONRY AND FOUNDATION. DESIGN CRITERIA RE V I S I O N S DE S C R I P T I O N BY DA T E NO . AP R Dg DO I MA Y ~ 9 20 1 0 | EX P I R E S VERTICAL LIVE LOADS ROOF: 25 PSF SOILS BASED ON ASSUMED SOIL PARAMETERS. BEARING PRESSURE: Pbr =| 1500 PSF SOIL PROFILE TYPE: SD LIQUEFACTION POTENTIAL: NOT SUSCEPTIBLE. WIND DESIGN DATA BASIC WIND SPEED: 85 MPH IMPORTANCE FACTOR: IW = 1,0 WIND EXPOSURE: C TOPOGRAPHIC FACTOR: Kzt = 1.0 SEISMIC DESIGN DATA IMPORTANCE FACTOR: IE = 1.0 MAPPED SPECTRAL RESPONSE ACCEL: SS =; 1.25 SL = 0.46 SITE CLASS: D SPECTRAL RESPONSE COEF: SDS =| 0.84 SD1 = 0.47 SEISMIC DESIGN CATEGORY: D BASIC SEISMIC FORCE RESISTING SYSTEM: |A. WOOD PANEL SHEAR WALL DESIGN BASE SHEAR: N/S =| 13.6 K E/W =| 13.6 K SEISMIC RESPONSE COEF: CS = 0.129 RESPONSE MODIFICATION FACTOR: R= 6.500 ANALYSIS PROCEDURES: ASD BASIC SEISMIC FORCE RESISTING SYSTEM: |B. MASONRY SHEAR WALL DESIGN BASE SHEAR: N/S =| 16.8 K E/W =| 16.8 K SEISMIC RESPONSE COEF: OS. = 0.168 RESPONSE MODIFICATION FACTOR: R= 5.0 ANALYSIS PROCEDURES: USD INDEX TQ DRAWINGS PROJECT SPECIFICATIONS, GENERAL ta a l e s o n ng i n e e r i n g , P. C . | St r u c t u r a l de s i g n » In v e s t i g a t i o n s » Se Re t r o f i t s is m i c ° /~ s t a a l e n g FA X (2 5 3 ) 52 0 - 0 3 8 7 SC O P E OF WO R K WA 98 0 3 1 — 51 2 4 ) 52 0 - 0 3 8 8 ; ST R U C T U R A L EN G I N E E R I N G FO R NE W CO M M E R C I A L BU I L D I N G IN C L U D I N G VE R T I C A L FR A M I N G , LA T E R A L FO R C E RE S I S T I N G Em a i l : ds t a a l @ s t a a i e n g . c o m We b : ww w . o z . n e t 10 0 2 4 S. E . 24 0 t h ST . , Su i t e 23 0 KE N T , Ph : (2 5 3 SY S T E M , AN D FO U N D A T I O N . NO AR C H I T E C T U R A L OR SI T E WO R K . SO _|PROVISIONS, AND STRUCTURAL NOTES. SO—-1|STRUCTURAL NOTES AND DETAILS S4 |DETAILS SO-2 | TYPICAL DETAILS $5 | DETAILS S1 |FOUNDATION PLAN S6 | DETAILS S2 |ROOF FRAMING PLAN S7 |DETAILS S3_ | DETAILS QUALITY ASSURANCE PRECONSTRUCTION CONFERENCES 1. GENERAL 1.1. PRIOR TO START OF CONSTRUCTION, PRO (DE SPECIAG INSPECTION REPORTS OS BUILDING DAVISON ONTRACTOR SHALL MEET WITH ENGINEER TO REVIEW THE CONCEPTS AND KEY ELEMENTS OF THE STRUCTURAL DESIGN, PROCEDURES FOR REQUESTING CLARIFICATION AND FIELD SOLUTJONS, AND REQUIREMENTS FOR QUALITY ASSURANCE. SPECIAL INSPECTIONS / BELOW MAY BE REQUIRED BY THE LOCAL JURISDICTION. SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF THE IBC AND LOCAL REQUIREMENTS AND ARE IN ADDITION TO GENERAL INSPECTIONS MADE BY THE LOCAL JURISDICTION. SPECIAL INSPECTIONS SHALL BE MADE BY AN INDEPENDENT AGENCY WHICH HAS BEEN APPROVED BY THE ENGINEER AND JURISDICTION. THE SPECIAL INSPECTOR SHALL BE EMPLOYED AND PAID BY THE OWNER. SPECIAL INSPECTIONS IN ADDITION TO THOSE SHOWN ©) SP. INSP ENG OBS DESCRIPTION TYPE REMARKS i GENERAL |. SUB—DIAPH FOR MARQUEE 2. SHEAR PLATES AND KNEE BRACES Il. CONCRETE PER IBC TABLE 1704.4 SHAPE, LOCATION, & DIMS OF FORMWORK. . PLACEMENT OF REINF, CONNECTORS, & ANCHORS. . CONCRETE PLACEMENT Bl o m ] — . CYLINDERS Oy , a o } ; , vo ] v III. MASONRY INSPECTION — LEVEL 1 PER IBC TABLE 1704.5.1 —_ . TYPE, SZ, & LOCATION OF ANCHORS SZ, GRADE, & TYPE OF REINF VERIFY GROUT SPACE IS CLEAN. PRIOR TO GROUTING PLACEMENT OF REINF, CONNECTORS, & ANCHORS. PRIOR TO GROUTING SA (i a (S o l l MD GROUT PLACEMENT oO } Uy } Vl ] Ui Vv IV. STRUCTURAL STEEL PER IBC TABLE 1704.3 PR O J E C T TI T L E : SE A BR E E Z E MA R K E T 14 0 8 W. SI M S WA Y PO R T TO W N S E N D , WA 98 3 6 8 MO R R I S ST A F F O R D , AR C H I T E C T UN I V E R S I T Y PL A C E , WA 98 4 6 7 68 1 6 CH A M B E R S CR E E K RD W ST R U C T U R A L NO T E S & SP E C I F I C A T I O N S LO G G I A GR O U P , PL L C PR E P A R E D FO R : SH E E T TI T L E : 1. TYPE, SZ, & GRADE OF BOLTS, NUTS, & WASHERS. MATERIAL CERTIFICATES REQUIRED. 2. INSTALLATION OF HIGH-—STRENGTH BOLTS 3. WELDING PER SPECIFICATION ON SO-1 4. PLACEMENT OF FRAMING AT MARQUEE & WIND COLS. Vv i _ E Q O ] VI ] UV V. WOOD SHEAR WALLS PER IBC SEC. 1707 & FASTENING OF WOOD SHEAR PANELS, HOLD—-DOWNS, DIAPHRAGMS, DRAG STRUTS, AND BRACES. 1. VERIFY PLACEMENT OF NAILING, BOLTING, ANCHORING, P GENERAL REQ’MT. 2. BLKG & STRAPPING AT EAST WALL. VI. EPOXY GROUTING 10 - 0 0 2 ST A A L JO B NO . EN G I N E E R : DA T E : ST A A L FD - — 1 0 0 % IS S U E DA T E : 05 / 0 5 / 1 0 IN I T I A L S : ST A T U S : RE V I E W / B A C K _ C H E C K : CH E C K E R : DR A F T E R : EN G I N E E R : 1. TYPE & GRADE OF EPOXY. MATERIAL CERTIFICATE REQUIRED. 2. PLACEMENT OF EPOXY GROUT. a PULL—-TESL. 25% OF INSTALLED ANCHORS. TYPE OF SPECIAL INSPECTION: (P) PerronIc (c) CONTINUOUS OF 30 10 SHEETS EPOXY GROUT a PIONATION GENERAL, COTACTOR SHALL CORIDNATE STRUCTURAL NOTES & SPECIFICATIONS CONT. EXCAVATE DOWN 10 DEPTH PER ALL EXCAVATION OPERATIONS WITH ADJACENT cedar] Seem BE GaNeoLIDEEED Bx 1. GENERAL BUILDING FOUNDATION REQUIREMENTS 1.1. ALL DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TO THE FOLLOWING: PLAN OR TO FIRM UNDISTURBED See ene Teenie 11.1. HILTI PRODUCT TECHNICAL GUIDE, BY HILTI CORP MASONRY ts Soll REMOVE ALL VEGETATION, PROVIDE A POSITIVE DRAINAGE SLOPE TO DRAIN Sey ia ieee itl ‘Tie 2. MATERIALS 1. GENERAL < See Peter CAS FRO ee RGA FOUNDATION. DESIGN GROUT SPACE. GROUT POURS GREATER 2.1, EPOXY GROUT SHALL BE HILTI HY-150. 1.1. ALL DETAILING, FABRICATION, AND PLACING SHALL CONFORM TO THE MSJC "BUILDING THAN 12” SHALL BE RECONSOLIDATED 3. QUALITY ASSURANCE ; CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES,” TMS 402-05, BY MECHANICAL VIBRATION TO 3.1. CONTRACTOR SHALL SUBMIT PRODUCT CERTIFICATION TO ENGINEER FOR REVIEW AND 1.2, CONTRACTOR SHALL PROVIDE MASONRY CONSTRUCTED FROM THE COMPONENTS OF MASONRY GRADE LINE MINIMIZE VOIDS DUE TO WATER LOSS. APPROVAL PRIOR TO FABRICATION. UNITS, MORTAR, AND GROUT, AND REINFORCING STEEL WITH THE PROPERTIES SPECIFIED. FOUNDATION 2% MIN. guy J BACKFILL: A, 1.3. SPECIFIED COMPRESSIVE CONCRETE MASONRY PRISM STRENGTH SHALL BE f’m = 1800 PSI. ” PER PLAN GRADITION, PLACEMENT, AND ss KSA COMPACTION OF SOILS PER STRUCTURAL STEEL DECKING 2. MATERIALS oO ROR RE GEOTECHNICAL ENGINEER. ; 1. GENERAL 2.1. ALL MATERIALS SHALL BE PER SPECIFICATIONS TABLE BELOW. 7 SOY” TOP OF GROUT LIFT 1.1. ALL DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TO THE AISC, 2.2. MASONRY UNITS = KAKA CYS ENGINEER TO ws i "SPECIFICATIONS FOR THE DESIGN OF LIGHT GAGE STEEL STRUCTURAL MEMBERS.” ALL CONCRETE MASONRY SHALL BE NEW, SHALL BE MADE WITH MEDIUM WEIGHT AGGREGATE, AND SHALL HAVE if Zz | LEY YP ORO RT ROT Ze VERIFY SLOPE TOP OF GROUT LIFT 5 ya VY ge |e 2. MATERIALS A COMPRESSIVE STRENGTH OF 125% OF f’m. ALL MASONRY UNITS SHALL BE MARKED AT THE FACTORY TO ele FS =H SME SXMASAS OF EXISTING BELOW MORTAR JOINT ae 2\2 2.1, STEEL DECK AND ALL OF ITS FLASHING SHALL CONFORM TO ASTM SPECIFICATION AND INDICATE PROPERTIES. UNITS SHALL CONFORM TO THE SHAPE, TEXTURE, AND COLOR AS SHOWN ON THE a. =H Il =I1 IAG CROCCO EMBANKMENT TYP. ¥2” MIN. BELOW eS *. cle GRADE PER PLAN. ARCHITECTURAL DRAWINGS. © STS] SS SOSSS YOY TOP OF BOND BEAM Yh. ; Ziz 2.2. THE VERTICAL WEBS AND TOP FLUTES OF ALL COMPOSITE DECKS SHALL BE DEFORMED TO 2.3. MORTAR i) se == CAG na = PROVIDE A STRUCTURAL BOND WITH THE CONCRETE TOPPING. MORTAR FOR CONCRETE MASONRY SHALL BE PRE-MANUFACTURED AND BATCHED DRY IN BAGS AT THE PLANT a oe Teen eee ON MLN I RII "i - 3. COATINGS AND PAINT BY A CERTIFIED FACILITY. MIX DESIGN SHALL BE BASED ON PREVIOUS FIELD EXPERIENCE AND/OR TRIAL Ee ee SEES ct Sy A. STEEL DECK AND COMPONENTS SHALL BE ZINC COATED IN ACCORDANCE WITH ASTM A525 BATCHES. MASONRY SHALL ATTAIN A MINIMUM (28) DAY COMPRESSIVE STRENGTH OF 125% OF f’m. GYPSUM SES IES SI ESE FILTER FABRIC SKK ca iM G60. AND CALCIUM CHLORIDE SHALL NOT BE USED IN MORTAR MIX, MASONRY CEMENT SHALL NOT BE USED. . ACOREGAT - yy MORTAR PROJECTIONS— feed | > B. ZINC COATING SHALL BE COVERED WITH GRAY ACRYLIC PRIMER WHICH SHALL HAVE A 2.4. GROUT SHE ARATE: GGREOMIE BACKPILE. la SHALL NOT EXCEED ¥/2 \,-4 S/S NOMINAL DRY FILM THICKNESS OF 0.3 MIL., SHALL BE APPLIED BY THE ROLLER COAT GROUT FOR CONCRETE MASONRY SHALL BE PRE-MANUFACTURED AND BATCHED DRY IN BAGS AT THE PLANT PLACE FOOTING ON FIRM NATIVE B GRAIN RIPE — PERPORBIED: old PROCESS, AND SHALL BE OVEN CURED. BY A CERTIFIED FACILITY. MIX DESIGN SHALL BE BASED ON PREVIOUS FIELD EXPERIENCE AND/OR TRIAL S <| UNDISTURBED SOIL THAT IS LEVEL (PERIMETER FOUNDATION fal C. CONTRACTOR SHALL APPLY A FINISH COATING OF EPOXY PAINT ON STEEL DECK AND BATCHES. GROUT SHALL ATTAIN A MINIMUM (28) DAY COMPRESSIVE STRENGTH OF 125% OF f'm. z 5 NOAINAGE SYSTCIL DESIGN GY +t | COMPONENTS AS INDICATED PER PLAN. PAINT SHALL HAVE A NOMINAL DRY FILM 2.5. REINFORCING STEEL AND FREE FROM SOFT SPOTS. SYSTEM. THICKNESS OF 0.6 MIL. CONTRACTOR SHALL TOUCH UP PAINTED SURFACE AFTER ERECTION REFER SPECIFICATION FOR REINFORCING STEEL ©) STRUCTURAL FILL OTHERS.) TO COVER SCRATCHES. cp Thigp AREAS_OVER-EXCAVATED SHALL BE ENGINEER 10 FIELD VERIFY D. EPOXY PAINT SHALL, BE SHERMAN WILLIAMS BRAND DTM ACRYLIC COATING B66-100 SERIES 3 pracING ; _ BACK FILLED WITH ENGINEERED : 3.1, ALL CELLS SHALL BE FULLY GROUTED IN 6’—0” MAXIMUM LIFTS AND REINFORCING SHALL NOT BE 2 STRUCTURAL FILL. IF CLEARANCE TO SLOPE CATCH POINT 1S (P) SPECIAL INSPECTION Ee CONTRACTOR SHALL COORDINATE TENAL PAINT FINISH AND COLOR WITH ENGINEER PRIOR SPLICED IN THE HEIGHT OF THE LIFT. ALL GROUT SHALL BE VIBRATED AND REVIBRATED USING INTERNAL 12 INADEQUATE, INCREASE FOUNDATION TO FABRICATION. MECHANICAL VIBRATION. CONCRETE MASONRY UNITS SHALL HAVE FULL BEDDING AT THE BOTTOM OF = DEPTH AS FIFLD SOLUTION, PRIOR TO GROUTING INSPECTOR SHALL VERIFY 4. FASTENING SYSTEMS WALLS AND AT THE FIRST COURSE OVER EACH BOND BEAM. ‘ ALL CONSTRUCTION FOR SITEWORK INCLUDING EXCAVATION, Deen wee he CRRiLGede Ge oe 4.1. METAL SCREWS SHALL BE 4” HILTI KWIK~PRO SELF—DRILLING SCREWS OR APPROVED 3.5. PROTECT ALL FRESHLY PLACED MASONRY FROM PREMATURE DRYING AND EXCESSIVE HOT OR >= PROTECTION OF OPEN TRENCH, AND PLACEMENT OF FILL SHALL BE FOR OTHER INFO REFER TO { EQUAL. » » COLD TEMPERATURES FOR A CURING PERIOD OF (28) DAYS AFTER POURING. = ACCOMPLISHED USING EXPERIENCED PERSONEL AND METHODS SHALL SPECIFICATIONS FOR EARTHWORK ON 1/2" MORTAR DROPPINGS, OR OTHER FOREIGN 4.2. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS "STRUCTURAL WELDING CODE”. BE IN ACCORDANCE WITH WAC 296-155, PART N AND SHEET SO. MATERIAL. WELDING SHALL BE MADE BY CERTIFIED WELDERS EXPERIENCED IN METAL DECK WELDING. 4. QUALITY CONTROL REQUIREMENTS OF IBC CHP. 33. 5. QUALITY ASSURANCE: 4.1 TRAC ALL IMPLEMENT AND FOLLOW THE QUALITY ASSURANCE PROGRAM OUTLINE 5.1. MNF SHALL SUBMIT SHOP DRAWINGS SHOWING GEOMETRY, MATERIAL PROPERTIES, AND oe ce . aes : : ERECTION PLAN TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 4.1. CONTRACTOR SHALL SUBMIT CERTIFICATION OF CONFORMANCE FROM MANUFACTURER TO ENGINEER AS TYP | C AL F AR TH WOR K &e EX C AV A TI ON \ V A S [| iN Re Y ] iN S P 5 (C T ii [| IN NOTED UNDER QA/SHOP DRAWING REVIEW FOR REVIEW & APPROVAL PRIOR TO CONSTRUCTION. = = x [ Fed d SCALE: 1”=1’-0” FD-EXCO2 1 SCALE: 1’=1/-0" CMU—INSP BOLTED STEEL CONNECTIONS MATERIAL SPECIFICATION © eno 1. GENERAL = 228 1.1, BOLTED ASSEMBLIES OF STRUCTURAL STEEL COMPONENTS SHALL CONFORM TO MATERIAL ASTM DESIGNATION REMARKS te SEE . "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS,” PUBLISHED 2 Sra v=o", 1-0 - JUNE 30, 2004, EXCEPT AS NOTED IN THESE STRUCTURAL DRAWINGS. MASONRY UNITS ASTM C90, GRADE N.1 E | ues TOOLED JOINT. FILL w/— i— 5 WaTEREALE MORTAR ASTM C270, TYPE M OR TYPE S 3 8 Sy2 . aw EPOK 00M SEALANT ee 2.1. BOLTS SHALL CONFORM TO ASTM A325 OR A490 AND SHALL HAVE DISTINCTIVE CAST HEAD |crouT . #| Hos 4 CONT., TYP. - MARKINGS CONFORMING TO ASTM REQUIREMENTS SHOWING BOLT GRADE AND MNF, ~|s {| 259 # we | a REIN PER PLAN hy Sree. Mares 2.2. NUTS SHALL BE HEAVY HEX HEAD AND SHALL CONFORM TO ASTM A563. DIMENSIONS SHALL |MORTAR SAND ASTM C144 Ols 82] 83e | | FOR HiGH STRENGTH CONFORM TO THE CURRENT ANSI B18.2.2. NUTS SHALL HAVE DISTINCTIVE CAST MARKINGS GROUT AGGREGATE ao |S 33] Hz z SUPPORT REINF @ MID—DEPTH Bouting : CONFORMING TO ASTM REQUIREMENTS SHOWNING NUT GRADE AND MNF. 3 633] Ose S @ 3'-0"0C MAX 2.3. WASHERS SHALL BE HARDENED STEEL AND SHALL CONFORM TO ASTM F436. FLY ASH ASTM C618, CLASS C OR F aig * eso WITHOUT SAG OR MOVEMENT 2.4. PLATE WASHERS SHALL BE FABRICATED FROM A36. E, Sui OSS cr DURING CONC. PLACEMENT. 2.5. ALL MATERIALS FOR CONNECTED PARTS SHALL CONFORM TO THE SPECIFICATIONS FOR WATER-REDUCING ADMIXTURES | ASTM C494 = 378 ks =e S 2 a ise: STRUCTURAL STEEL. c 52 PUG IRIE SYYUYUOEUDL NOTE: AGGREGATE BASE WALL THICKNESS L e 8 Bac § wi Ee SIN SMOSH YO OH COURSES SHALL BE PER PLAN 3. SURFACE PREPARATION, COATINGS, & PAINT STRUCTURAL STEEL O - /8 2/5825 CRQRCEG LCGEELE LEGO E THOROUGHLY COMPACTED 3.1. ALL COATINGS AND PAINT FOR CONNECTED PARTS SHALL CONFORM TO THE SPECIFICATIONS 1. GENERAL YW .= | Das ages < f oN oN ~ oN o~ oN ~~ oN ~~ ~ 7 =) =_ ; : ‘ BEFORE PLACING CONCRETE. 48 BAR DIAMETER LAP, TYP FOR STRUCTURAL STEEL EXCEPT AS NOTED HERE. . 1.1... ALL DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TO THE AISC, "STEEL YDOIE E873 za 5/80 x 24” DOWEL @ (18” MIN) 3.2, JOINT TYPE: SC. FOR THE FAYING SURFACE IN AREAS CLOSER THAN 2%” FROM THE EDGE CONSTRUCTION MANUAL”, 13TH EDITION oC |e esos] MY, 24” OC w/ 1/2 LENGTH FOR OTHER INFO OF ANY BOLT HOLE AND IN ALL AREAS WITHIN THE BOLT PATTERN WHERE BOLTS ARE 9. MATERTALS oO 3. 28| 29% GREASED REFER TO SPECIFICATIONS SPACED CLOSER THAN 6”0C, SURFACE PREPARATION SHALL BE IN ACCORDANCE WITH 2.1, STRUCTURAL STEEL SHAPES, PLATES, FASTNERES, AND PAINT SHALL BE PER MATERIAL Cond a BS2G Pas FOR EARTHWORK ON SHEET SO. } SSPC-SP3, SHALL BE FREE OF SCALE, DIRT, OR OTHER FOREIGN MATERIAL AND SHALL BE SPECIFICATION TABLE. a he 35 (A) CONSTRUCTION JOINT (CC J) q UNPAINTED. 2.2. GROUT FOR BEARING PLATES SHALL BE NON-SHRINK EMBECO BY MASTER BUILDERS, INC. sGzs| £O9 a, 2.3. EPOXY PAINT SHALL BE SHERMAN WILLIAMS BRAND DTM ACRYLIC COATING B66—100 SERIES. naH ae, REIN? RES & 4. PLACING AND ERECTION 3. SURFACE PREPARATION, COATINGS, & PAINT SAW CUT 1/8” WIDE x 1/3 SLAB DEPTH LON 10, VERT REINE opie: tei wee eee 41, ALL BOLT HOLES SHALL BE ALIGNED TO PERMIT INSERTION OF THE BOLTS WITHOUT 3.1. FABRICATOR SHALL SHOP CLEAN ALL STRUCTURAL STEEL SHAPES IN CONFORMANCE WITH CUT 1/2 REINF. @ JOINT MAKE CUT WITHIN 4 10 12 HOURS AFTER (1) UNDUE DAMAGE TO THE THREADS. BOLTS SHALL BE PLACED IN ALL HOLES WITH SSPC-—SP2 AND SHALL APPLY A PRIMER COAT OF PAINT THAT IS COMPATABLE WITH THE BAR AT CORNER. POURING CONC. FILL JOINT w/EPOXY JOINT WASHERS POSITIONED AS REQUIRED IN THE STRUCTURAL DRAWINGS AND NUTS SHALL BE FINISH PAINT SPECIFIED. REINF: PER PLAN ANT ee & 4 SHEET MATSH 32 OF TYP \ THREADED TO COMPLETE THE ASSEMBLY. 3.2. CONTRACTOR SHALL FIELD CLEAN EXISTING STEEL MEMBERS IN ACCORDANCE WITH SEALANT PER SPECIFICATIONS ON SHEET SO. VERT. REINF 4.€, COMPACTING THE JOINT TO THE SNUG-TIGHT CONDITION SHALL PROGRESS SSPC-—SP3 AT AREAS WHERE NEW CONNECTIONS ARE BEING MADE TO EXISTING STEEL | | a @ —~ SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT. SNUG-TIGHT IS THE MEMBERS OR AS NOTED PER PLAN. > St ‘ ? TIGHTNESS THAT IS ATTAINED WITH FEW IMPACTS GF THE IMPACT WRENCHOR THE FULL 3.3. CONTRACTOR SHALL APPLY A FINISH COATING OF EPOXY PAINT ON ALL STRUCTURAL STEEL z = <a : — - . . . . BASE COURSES EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD WRENCH TO BRING THE SHAPES. PAINT SHALL HAVE A NOMINAL DRY FILM THICKNESS OF 0.6 MIL. CONTRACTOR a Sis areas aE —= PER PLAN. CONNECTED PLIES INTO FIRM CONTACT. SHALL TOUCH UP PAINTED SURFACE AFTER ERECTION TO COVER SCRATCHES. Y i SPORE NE AE CRAM WERE ea RR NNER ED SAND BASE Z, (1) CORNER BAR 4.3, JOINTS SHALL BE PRETENSIONED AS SPECIFIED IN THESE STRUCTURAL DRAWINGS BY 3,4. CONTRACTOR SHALL COORDINATE FINAL PAINT FINISH AND COLOR WITH ENGINEER PRIOR z= Ld d x AGGREGATE BASE =] MATCH TO SPACING VERT REINF PER PLAN CONNECTION TYPE. TO FABRICATION. oO a aos Oe Se o ae : See VAPOR BARTER a OF HORIZ. REINF. =. Gunerey eecuenuce 4. QUALITY ASSURANCE co - ~ "OC, MAX. 4.1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF STRUCTURAL STEEL MEMBERS AND SSS SSP MA. pH S NN} PER PLAN 9.1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE COMPONENTS TO ENGINEER OF CONNECTIONS, INCLUDING SURFACE PREPARATION AND COATINGS, TO ENGINEER FOR REVIEW e << EAR KQERAKLARRRLARKQAKARKAKAN SUB-CRADE | RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL SHOW AND APPROVAL PRIOR TO FABRICATION. Fat © PREPARATION PER A BILL OF MATERIALS, WHICH SHOWS THE MATERIAL GRADE AND WEIGHT OF ALL STEEL 4.2. SHOP DRAWINGS SHALL BE MADE IN ACCORDANCE WITH AISC STEEL DETAILING MANUAL AND msn] et ) CONTROL JOINT (CJ) SPECIFICATIONS FOR BOLTS TO BE USED IN THE FABRICATION. SHOP DRAWINGS MAY BE SUBMITTED IN THE AISC CODE OF STANDARD PRACTICE. SHOP DRAWINGS SHALL BE DRAFTED TO SCALE, Oma ofk | EARTHWORK ON SHEET SO ELECTRONIC FORMATS INCLUDING PDF OR DWF. SHALL BE FULLY DIMENSIONED, SHALL BE MADE ON ’D’ SIZE SHEETS; AND SHALL BE m Owos | ) ELAN SEOTION Bie: BELT INSTALLATION INCIUDING FITUP €@N@ TIGHTENING SHALL SE PERFORMED BY SUITABLE FOR A SUFFICIENTLY EXPERIENCED WELDER TO FABRICATE THE COMPONENTS AND = ~2 Bao ma nog COE HEE WORKMEN, DNL. FOR INSPECTION OF THE WORK. SHOP DRAWINGS SHALL SHOW A BILL OF MATERIALS, <" <t SMe TYPCTAL SLAB-—ON—GRADE TYP CONC WALL CORNER Sil, ALL WORSMEN SHALL DEMONSTRATE KNOWLEDGE BF THE. AISt PROCEDURE BY WHICH SHOWS THE MATERIAL GRADE AND WEIGHT OF ALL STEEL TO BE USED IN THE as pus Oe PREPARING 8 MECKUP ASSEMBLY USING (> BOLTS. open: INSPECTOR SHALE FABRICATION, ALL DIMENSIONS INCLUDING CENTERLINE OF BOLT HOLES, BOLT HOLE Q= B5k. 5 ee 2 — INSPECT ASSEMBLY OF THE MOCKUP AND VERIFY THE INSTALLERS FULL KNOWLEDGE DIAMETERS, WELDMENT, BEAM SEATS, SIDE PLATES, AND ANY WELDED ANCHOR BOLTS. THE BI20 e5CH THE SNUG- TIGHT CONDITION, MATCH-MARKING THE ASSEMBLY, AND PRETENSIOGNING THE COMPONENTS OF THE MAIN STRUCTURE WHICH MUST BE COORDINATED WITH THE fx] = a Aine Tp) BOLTS. . FABRICATION. Zz ko 5.2.2, SPECIAL INSPECTOR SHALL CERTIFY WORKER QUALIFICATIONS AND SUBMIT TO 1 ,; oe S>] lJ CAUTION! ENGINEER LF RECOSD FOR REVIEW AWG APPRIVAL BRING TH STARE Le STEEL 4.3, SHOP DRAWINGS MAY BE SUBMITTED IN ELECTRONIC FORMATS INCLUDING PDF OR DWF. we 8s < < aa — ae aes ERECTION, MATERIAL SPECIFICATION ms" nose|O CANT REEUIT TM A GABLE (c) ~ D.E.G, ANCHOR BOLT PLACEMENT MATERIAL SPECIFICATION F OollizZ BREAK WHICH CAN CAUSE So ie eee ee eee, TF r SHAPE OR FASTENER | ASTM DESIGNATION | 42, | er REMARKS at °° Roxrz SERIOS INJURY BE GERTE 2. DIRECT SUPERVISION BY ENGINEER REQ'D AT ALL Fy | Fu KSI | KS ce ma e5| I . ENG OBS LOCATIONS NOTED. FASTENER ASTM DESIGNATION KSI KSI REMARKS PLATES AND BARS A36 36 58 |U.N.O. wy) fae = pas + +7 HIGH STRENGTH BOLT | A325 ~ | 120 [BOLTED CONNECTIONS, TYP. U.N.O. HSS A500 GR. B 46 | 58 S => Pde D.E.G: = C A36 36 | 58 b5 entcee DRILL BACK TO EMBEDMENT DEPTH , ny oR Gees ees PER PLAN. DO NOT CUT EX. REINF PIPE ASS GR. B 35 _| 60 > ode tag STEEL OR PRESTRESSING TENDONS. a EARTHWORK ROD F1554 GR 36 36 | 58 |THRU-BOLTING THREADED OR SMOOTH. oO A ede * KNERL HOLE. BRUSH & BLOW OUT. Ss , -- wore Ce eDaxY GHALL GE WiLTE HVAtS0 OR ae 1. GENERAL THREADED ROD A706 60 | 60 |D.E.G. WITH WELDING TO STEEL W) EX. PRESTRESSING aera ae APPROVED EQUAL wi S 1.1. THE DESIGN OF THE STRUCTURE AND SUPPORTING FOUNDATION IS BASED ON THE ASSUMED SOIL TENDONS AND/OR ou pak: la - CHARACTERISTICS AND SITE CONDITIONS SHOWN IN THESE CONTRACT DRAWINGS. WHERE SOILS ARE REINF STEEL. oan ee <0 ENCOUNTERED THAT DO NOT CONFORM TO THE ASSUMED CONDITIONS OR IF USE OF STRUCTURAL FILL DED L CONNECTIONS Poy ot vA ANCHOR BAR 3/4”6 DEFORMED BAR TYP. UNO a”. BECOMES NECESSARY, CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY FOR DIRECTION. beanie E Ml asieeieseey te Ds DETERMINATION OF SUITABILITY OF ON-SITE SOILS FOR USE AND METHODS FOR SUBGRADE AND BASE! i * << BOND BEAM REINF PREPARATION ARE THE SOLE RESPONSIBILITY OF THE OWNER. 1.1, ALL WELDED ASSEMBLIES OF STRUCTURAL STEEL COMPONENTS SHALL CONFORM TO AISC & . aa ts - STOP SHORT OF MANUAL OF DETAILING FOR STEEL CONSTRUCTION AND AWS D1.1 SECTION 8 "STRUCTURAL re ij ae ee = CORNER CELL (TYP) 2. MATERIALS WELDING CODE — STEEL,” EXCEPT AS NOTED IN THESE STRUCTURAL DRAWINGS. _ a E ae Te EMBEDMENT DEPTH PER PLAN. TS 2.1. SUBGRADE FOR FOUNDATION AND SLAB—ON-GRADE SHALL CONSIST OF A FREE DRAINING, GRANULAR, © a 7 a ptt aa oh wires NATIVE, UNDISTURBED SOIL THAT IS WELL COMPACTED AND NON-EXPANSIVE. SUB-GRADE SHALL HAVE A 2. MATERIALS 3 B td 4 a ane a MIN (1) VERT REINF aa UNIFORM GRADATION AND SHALL BE FREE FROM HARD OR SOFT SPOTS. SUBGRADE SHALL BE CAPABLE 2.1. ALL WELD METAL FOR SMAW SHALL BE E7OXxX. © re Fs ale les Eo os be eel Eee Belt RRR RRR REINER — OF SUPPORTING THE LOADS INDICATED WITHOUT SETTLEMENT IN EXCESS OF 1” OR DIFFERENTIAL Toho. | SAME SIZE AS TYP REINF SETTLEMENT IN EXCESS OF 1/2”, 3. QUALITY ASSURANCE ear af ee ctiNee 3.1. FIELD WELDING sj ner Le (1) CORNER BAR op 2.2. neues SEELEY Ere ADE. Ce emer OF ie OE once: Wie to SE 3.1.2. ALL WELDERS SHALL BE WABO CERTIFIED AND SHALL BE PRE-QUALIFIED BY THE ° E re coe Fy |- USE GPR UNDER DIRECT SUPERVISION EACH BOND BEAM BAR BEND DIA: 2.3. AGGREGATE BASE COURSE BELOW SLAB—ON-GRADE SHALL CONSIST OF A FREE DRAINING, WELL GRADED SPECIAL INSPECTOR FO PERFORM Ach UPS. ~ Py eS - DO NOT DRILL CLOSER ie? Gre ENGT gag OF ENGINEER. EXTENT PER PLAN, 44 THRU #8 = 6db SANDY GRAVEL AGGREGATE MIX WITH A MAXIMUM PARTICLE SIZE OF 3/8”. Sd MELTING OF ANY FIELD WELD OVER We SHALL BE DONE UNOER CONTINUOUS SPECIAL 8} 2121 2/2) e)/St- : UNLESS Seta fie THR a epee EE ee ane 2.4. AGGREGATE BACKFILL SHALL CONSIST OF %” OR 1%” WASHED ROCK OR CITY OF SEATTLE TYPE 22 $5 guee here 1| 2/2] 2) 8 A 5|3 = S ed eos F EX. REINF STEEL A MINERAL AGGREGATE. oe , Sl alalo 5 poe Fafa] TENDONS PRIOR TO DRILLING. 2.5. DRAIN PIPE FOR FOOTING DRAINS SHALL BE SDR-35 PERFORATED PVC (WHITE PIPE.) ae ee re ee ee ee ee wl |% = . on aos Mn REET OF RET Seal alee Se a oe ant ae Gea ii ei Ope Fens ENEREER 3.1.2. OR ALL SHOP WELDING SHALL’ BE DONE UNDER CONTINUOUS SPECIAL INSPECTION; o| fl | S14] .. rey "| ee B ae) © are c fs NEER. 3.1.3. OR SHOP SHALL SUBMIT QUALITY CONTROL PROGRAM TO ENGINEER FOR REVIEW AND 2(HIETSI LI Sis bj E Ye Be NGINEER SHALL REVIEW AND APPROVE ZIE| S|")? = 2 ee ae ae LOCATION FOR AB’S PRIOR TO DRILLING 3. SOIL PREPARATION APPROVAL PRIOR TO FABRICATION. alSisiHigi<is o 3 Fe 4, om INTO EXISPG CONC. : : 3.2. ALL STRUCTURAL FILL & AGGREGATE BASE COURSES SHALL BE PLACED IN LAYERS OF UNIFORM DEPTH %, ,,NSRECTION REQUIREMENTS. S16) 5/5 Bl] a) lel2 2 2. a ii z | NOT EXCEEDING 1-0", SHALL BE MOISTURE CONDITIONED, AND COMPACTED TO 95% RELATIVE DENSITY 7" Sue iG Eck ob Rone VERIFY ALL MATERIALS, WPS, AND QUALIFICATIONS OF WELDERS 4 PER ASTM U tse. 4.1, SPECIAL INSPECTOR SHALL MAKE AT LEAST PERIODIC INSPECTIONS OF THE WORK IN 5 & @laumy aSeuRaNce PROGRESS AND AT LEAST A VISUAL INSPECTION OF ALL WELDS PRIOR TO COMPLETION. a | 4.2. OTHER INSPECTIONS SHALL BE MADE AS REQUIRED BY WPS. Fi TYPICAL RE QU | REM EN TS FOR FPOXY GROU {I N é ~ T Y bP ; M A S [ | IN Rk Y C [| k iN 3 R 4.1, IF INSPECTION IS REQUIRED BY GEOTECHNICAL ENGINEER HE SHALL INSPECT AND APPROVE ALL SOIL . 5 6 _— 3 PREPARATIONS IN WRITING. CONTRACTOR SHALL SUBMIT GEOTECHNICAL APPROVAL TO ENGINEER FOR S SCALE: 14 =1—-0 GROUT SCALE: 1*=1’-0" CMU—04 REVIEW AND APPROVAL PRIOR TO PLACING CONCRETE. OF 10 SHEETS \O - A C A D - P R O J E C T S \ C R O U S E IV G \ C U R R E N T \ S O 06 / 0 7 / 2 0 0 6 Ld t Le v 14 ° M I N , STEEL PART nN | r an LZ ) SPA=3”0C TYP. —— OR PER PLAN. an n Wy < STEEL CONNECTING PART ROR L | }—-———— INSTALLATION (c) SP. INSP BOLTED ASSEMBLY, TYP _U.N.O. ay NZ aN Wy TIN MIN EDGE DISTANCE STD LSL BOLT # Leh Lev Leh 7/8” 21/4" 1-1/2” Ki Leh S16” B WASHER OF A36 STEEL. 2”MIN. SHALL COVER THE BOLT HOLE _~ O . : . . 3” CLR BY Y2” MIN. 3/4 2 11/2” 2 3/4 TYP SHALL HAVE A WIDTH OF 3 BOLT @’s OR 25/4” MIN. WoL (N) SZ@ GRADE TYPE BOLTS AT SPA OC CONNECTION TYPE: CONN-# HOLE TYPE: STD NUTS: A563 GR C PLAIN co — _ WASHERS: PER CONNECTION TYPE NOTE: VERT OR HORIZ SLOTTED HOLES SHALL BE PROVIDED IN THE PART AS SHOWN IN THE ASSEMBLY DETAIL, TYP, U.N.O. _ } COVER BOLTED STEEL CONNECTIONS Al MA X . EQ . PARAPET STUDS: 2X6 HF #2 oo AT 1’—4°0C ANCHOR PARAPET STUDS TO CRICKET BLKG w/ TS18 AT 4°—0"°0C. TOP AND BOT. FASTENERS: RAFTER: i 16d STUD : (5) 16d CRICKET: 2X4 FLAT BLKG AT 2'-0°0C ROOF SHEATHING PER PLAN ROOF RAFTERS [ PER PLAN. N& ot 1’—6" MIN. | SHAPED LEDGER: 2X4 HF#2 w/ (2) 16d EA. STUD OR JOIST. EQ. NOTE: PROVIDE PARAPET CRICKET EXCEPT WHERE PARAPET IS BRACED BY MARQUEE OR BRACE L. Typ. PARAPET CRICKET RE V I S I O N S DE S C R I P T I O N BY DA T E FAYING SURFACE INSTALLATION MARK | YOINT SPECIAL HOLE | washers TYPE PREP PAINT | CONDITION METHOD INSPECTION | TYPE CONN-1 PT |SSPC-SP3 NO PRETENSION | TURN—OF—NUT | CONTINUOUS | SSLT PL3%_” CONN-2 ST | SSPC-SP2 NO SNUG—TIGHT | SPUD-WRENCH | PERIODIC STD STD j aaa 4 TYP BOLTED STEEL CONNECTIONS SCALE: 1%"=1'-0” STL-BOLT-—01 tr FENCE POST | | 1Y2” STD. PIPE | | GALVANIZED Yals | ! 2” STD. PIPE SLEEVE | /- EMBEDED INTO CONC. WALL | N ma g l I i A | ° io A 8 a a | us © —— |W “|< ® - J | | . J " : 4 Li“ 47 aaa a a _ \ / ye % 2-0" WP. TO OUTSIDE FACE OF SLEEVE. . a NOTE: FENCE DESIGN BY OTHERS. DURING REVIEW OF FENCE SUBMITTAL, ENGINEER WILL DESIGN POST AND EMBED CONNECTION AND REVISE MEMBER SZ SHOWN AS REQUIRED. NOTE: SITE RET—WL DESIGN BY OTHERS. ENGINEER WILL DESIGN FENCE POST AND EMBED SLEEVE SUPPORTED AT TOP OF SITE RET—WL (D.B.0.) : r™, 5 FENCE SUPPORT / SCALE: 14=1'-0" HR—O3A SCALE: 1"=1'-0" +——+ La ‘Ops { ft ~-l[= BN oh< 1 ie += E =|. ~ 1 Toft! | +4 WALL-—0O7 PARAPET STUDS: 2X6 HF #2 AT 1’°—4"0C ANCHOR PARAPET STUDS & ROOF FRM TO BRACE L w/ SDSY/4 X 172” TOP AND BOT. FASTENERS: RAFTER: ti SDS EPOXY PAINT. ROOF SHEATHING PER PLAN. SLOT PWD TO ACCEPT BRACE L. PER PLAN. —_ 1’—6” MIN. cue OUTSTANDING FLANGE. EQ. 3) RS 7\ PARAPET CRICKET eS REFER NOTE: AT LOCATIONS WHERE CRICKET HT < 1-6" PROVIDE BRACKET L AT SPACE = 4’-0"0C. TYP. PARAPET BRACE L heal RAFTERS, TRUSS OR BLKG. SCALE: 1”°=1'-0” PER PLAN JOISTS OR TRUSS BOT aN WALL-08 < DIC @ 1’°~4°0C 286 NOTE: WHERE WALLS ARE PERPENDICULAR TO TRUSSES CONNECT PARTITION TO EVERY (2) #8 SCREWS TO RAFTERS @ EA DTC (4) #8 SCREWS ea TO TRACK @ EA DTC "—0"0C <® @ > ! 38 = ° Pa Nano DLTxt'/2"x16 GA CONT. -—=—-————METAL STUD INFILL PER PLAN. INTERIOR NON-BEARING WALL. SEE PLAN JOISTS OR TRUSS BOT CHORD PER PLAN U24 HANGER EACH END. MAINTAIN 11/4” MIN. A ; J GAP CONT. ra DTC _/| INTERIOR NON-BEARING WALL. SEE PLAN A, TYP. NON—BEARING PARIITION < OTHER RAFTER w/DTC AS SHOWN. SCALE: 1°=1'-0° PAR—WL—-1 5 228 ce are 2 Pete) E ai 2 | zee 2 3] B22 .j2 2] Zfe O|Z 32] 83E oR pa a|}2 i3| B58 ale 2 Le so Eye ss see" _ © | S2.%5| OSES SC wm | gas" Siaw es CO clo sti OsS YW = |b 83/28 acE 0 O|Psencs| SES Te .& [2 S898} YY 148) GNOQS z = x Bicas xox [A eFk.| Bas 82.2 S3E ovaeu; FES? Nw Tp) Zz © b4 Ex = oe < Ex Ey © ms o Fel ee) eo! © qP? ax Ss =< “HS OW n= wher |1n S— BPou EAS HO. 5| & NZ ie go OMrs El=Y FE OD fn O Tp) Poo FAari tg r M- nvuce © oe Ooh) = a 9° RorzZ y 2 mrio> — ep) = rata —_ 2 = ©O =) (am t— ) pF Qa i vy — td 4 6 3 oj ud & oe r Qo. o. 7) of | IE N PS |° QO] aj a] a] SO] SI oO °1 21 $/ S) ss] 7] 2/4 oll bl G1 °] 2] 5/8 ool gel < oa rr | 4| eI] a] .. «| 2 m/ S| sj Hl oi </e = $1) S/5/4/ ola) (22 ° = wl] lala OF 10 SHEETS 5' - 0 } " 35 ' - 1 0 " 40 ' - 2 7 " 9'-69” 54 -11e bs ie) ld 4 = a ness CB) SED CORNER \S6J | > eS ee ee = > - <2 Sa aaa ae ee ee ee ee ee ee a] TYP. HOLD-DOWN 04 7] tT <> ; \se/ NY 1] I co oe — i) Ly ~ © iL. rt H2 TD Ly NN <Z , = |z i I} {I : 2 | | © ~ - Ht | E | a Q. 5 De) Wy | A 3 iat . | ual a nga <> ra | | i | iff) | (8 \_SW INSIDE i | | \S67 CORNER nt | Hy 7 i ! | fog |! | | @ Wy ian i 10.93K | | [ 1 cont. 1c, nel TL nea . WaT-10"x—D=10" ly | yi J! | | | | | © STEMWALL, TYP I} | I Wl Tat" rr ann | | A IK |! ; Pt | | DTA I CONT. FTG (2 / ! ; ! , ! 2 = & STEMWALL, TYP. (337 | t= _ 9° , | 5” CONCRETE SLAB ON GRADE I} | |! : = 2e$ iF w/#3 @ 2’-0”0C EACH WAY li} yl ol ed qey Wl! @ MID-DEPTH, OVER 2” SAND | m) Ses 2 Baa | | OVER 10 MIL VAPOR BARRIER CONT. FTG, TYP | aN = Owe | OVER 4” AGGREGATE BASE W=2-0xXD=10" 4] {fl ie ‘Oo el <u | | FINISHING PER ARCHITECT. nan a 3| 38x THe HH 2 | ¥&Pe = cy c © Ua REF. cH | S ,»2| 22 CONT. FIG TYP ( Hild SOY aa || | U}s 82) Seb AT MASONRY WALL OPNG. \ 3 il 1) TYP Qs Ffe| FES TYP OF 2 | i | | m ae woe td I © D2 27|2ewo ! ! | | | ~ cls 2 88 Sez= tf I Tle ~ |Sess Wey | dT c OU | S526 weEe 18-2?” 7'-5" = | i | red) @D oe oh a. ee <= n | | O Oo: a4 [e) za \ By || | MH £j)25:85 ee 2-8" 12-0" 2-8” a | | a = 56803) gee DMP-1 DMP—1 | | l © © ASKS a8 ly {| oO Puce] a£g= | | . wR 5 uS88| SEe TT | s —Se3) 938 nani | ig Heed) GEG (sy ———_— | be ll wa Z—7 | Fa tr : ° On, ens es 7 N at Y\ |! | < | c-1]) C=i H Ld | | | | || + Td! dy | i at Hail i. az | | | . u 1] | TI|| FE a 7 N Wt | I |Z z|2 a e : | | vil |e eS z | = (=) I . an Fa 3 orn) & i} to Tr iM] oF (3 CONT. FTC MV 2 M476 A | | —*— — — , \s37J AT OPENING, TYP. mM OOS] O 1 |! T ee) + |i | | = o = An x Oo; Zz SIT | | S =< Hist) SS eV fi 14it -Z sls l= | . ADo,;| << |! ant - FOUNDATION GENERAL NOTES E20 BOY =} . aS O,,0! % ! ! Fa) U y | | 4 0 a) oo co ae as 1. THESE PLANS SHOW A STRUCTURAL DESIGN OF ELEMENTS AND NA Omes| ie LK | | A. | oD 5" 6'-8f" 79" 6-9” 97 SYSTEMS AS DEFINED UNDER SCOPE OF BASIC SERVICES. REFER 10 os =o pe Oia 3 » THE CONSTRUCTION DRAWINGS PREPARED BY THE PRIMARY DESIGN | 5” CONCRETE SLAB ON GRADE ES eo = S : w/#4 @ 1'-6"0C EACH WAY | / | > o4’-6" 7-9" PROFESSIONAL FOR ALL OTHER INFORMATION. mos es < <= = = a” SS © WA agro Aer ae ver nee Ae) pom 2. CONTRACTOR SHALL REFER TO ARCHITECTURAL FOUNDATION PLAN FOR Mm- ee FO . | NO VAPOR BARRIE | a LOCATION OF FLOOR DRAINS, SLAB SLOPES, AND FINISHING S NALZ|H . | | OVER 4” AGGREGATE BASE | | ma (6 BASE P DIMENSIONS. qj FF 4OCnZIE a | FINISHING PER ARCHITECT. | | “=. J moss\e Hy 3 ||! : | SY 3. DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE nN a O Wy rer. (5) | | | 8 = APPROXIMATE. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT co) Zz | \S0=Y | | +) OT Cane. U.N.O A DIMENSIONS. CONTRACTOR SHALL CONFIRM AND CORRELATE ALL = S r | TYP | | n| & N DIMENSIONS FOR WORK AMOUNG ALL ARCHITECTURAL AND ro +t | dy Way 10°-6" (5. \_EXT SPREAD FOOTING STRUCTURAL DRAWINGS AND FIELD CONDITIONS PRIOR TO i naa dy S37] & PEDESTAL CONSTRUCTION OR FABRICATION. [ , | | 72-0" « TYP OF (3) 4. EXCAVATION AND EARTHWORK SHALL BE IN ACCORDANCE WITH THE wl. if]! c SPECIFICATIONS ON SHEET SO AND AS SHOWN ON REFERNECED = 2(3) | Z | LH +5, DETAIL. 11w | = |= | IY |]! " REFER: “4. EXCAVATION & | % STEEL COLUMN & COMPONENT SCHDULE TIMBER PRANED SEAR WALLS MASONRY 4 ai ! ! i* a ee ee ee ee a ALL MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH SOT EARTHWORK j COLUMN BE IN ACCORDANCE WITH THE SPECIFICATIONS ON SHEET SO THE SPECIFICATIONS ON SHEET SO AND AS SHWON ON THE fed ~—H | | 4 + PLINTH | BASE PL 4, SITE DRAINAGE INCLUDING DEVELOPMENT OF SITE GRADES 4 S ‘ M AND AS SHOWN ON THE REFERENCED DETAIL, TYP. ULN.O. REFERENCED DETAIL, TYP. U.N.O. Lod |i aye MK SZ MK MK REMARKS PAVEMENTS, AND DRAINAGE SYSTEM SHALL BE PER SPECIFICATIONS = * MY | REFER: /T"\, ‘TWP, TIMGER FRAMED) SHEAR WALL (P) REFER: 77 MEGHeY SO (P) PER OWNER. THE SITE SHALL BE GRADED TO PROVIDE A POSITIVE b = CONT. FIG, TYP C-1 | HSS5%"X5¥K"XHe” N/A BSP-1 \S6J CONSTRUCTION. ts CONSTRUCTION. DRAINAGE SLOPE AWAY FROM THE STRUCTURE. THE PERIMETER 2 | ! 1 PY W=1-8"XD=10" cies ° ; as ANE : SP. INSP FOUNDATION DRAINAGE SYSTEM SHALL BE DESIGNED 10 RAPIDLY 3 a i . ‘ C-2 | HSS5%"xX5%"XH—” | N/A BSP-1 DRAIN SURFACE AND ROOF RUNOFF AWAY FROM FOUNDATIONS AND rg ae i Ad |! LL! stemwau, te 7 = BRICK VENEER Luo SASONRY WALLS AS SHOWN IN THE TABLE AS SLAB-ON-GRADE. PERIMETER FOUNDATION DRAINS SHALL BE = a 2 - | mit) t= ih WIND COLUMNS ALL CONSTRUCTION FOR MASONRY BRICK VENEER SHALL BE IN BOW TYE: HALO IN-PLACE AND TESTED PRIOR TO BACK FILLING FOUNDATION. | ~ ACCORDANCE WITH THE SPECIFICATIONS ON SHEET SO AND AS we a ‘i | | A | , C-1 STEEL TUBE, FULL HT. SHOWA ON THE REFERENCED DETAIL, TP, UALe! EXCEPT WHERE NOTED ON PLANS BY MARK: MSW~#. iGuPone Fa E = ‘ wt ../O | | NOTES: REFER: TYP. MASONRY LIGHT POLE, BASE PLATE AND ANCHOR BOLTS, D.B.O. a wo) S}¥ | | Mo —— 1. CONTRACTOR MAY PLACE (1) 16 ACCESS HOLE THRU COL AT C.L. LOCATE 4 TOF BRIGK VENEER REFER TO ARCHITECTURAL FOR SPECIFICATIONS AND PLAN LOCATION. SizizliziSicigt | IVT D_() CONT. FTG TYP HOLE FROM 1-0” TO 2'-0” ABOVE BASE OF COL. WALL | JAMBS REMARKS = eat ne i} <j 2] <] | 1] 219 to fy Ji Wd 7 S37 AT EXT. MASONRY WALL LE FROM 1-0 ae Eee PLINTH: 4*-O"KT=2 6} £/ 8] £| 8] A) 3/2 ki || /Yj_——_—___________._.____ al 2 REFER:_/“1\ TYP BRICK VENEER (xy | SPRO-FIC al Tle | eos ||! FOUNDATION CONSTRUCTION KEYNOTES \S3J AT MASONRY. viclelel (Slat |. 1 E (none REFER: (“5 \ SPRD-FIG & PEDESTAL ood el > rae ae —-——+ KSSJ AT MASONRY. z | > LL... <> iy f ~ rs} S : w a < S i & ne ( FOUNDATION PLAN « hy FENCE FON S| G/S}S) 9) Bo] a] je)2 il FENCE, D.B.0. 7-8" 19-0" 0-8" FLOOR PLAN ABOVE. O-LVL i = ) REFER TO ARCHITECTURAL FOR SPECIFICATIONS AND PLAN LOCATION. = a ” 4? ” {i { LJ he | | je. DMP = _ mM SCALE: 1/4°=1'-0 STRUCTURAL FOUNDATION PLAN WAS COORDINATED | ak i) REFER: Cs FENCE SUPPORT S1 18-24 BY DARRELL STAALESON, P.E. PRINCIPAL 05-08-10 eo HM Wy ARCHITECTURAL FOUNDATION PLAN: oO = iil Building_4M1—DD—FloorPlan—FLOORPLANBACKGROUND.dwg “ie OF 10 SHEETS DATED: 030210, 0 ING RAL N BY 9 PROFESSIONAL FOR ALL OTHER INFORMATION INCLUDING yw (sey 5) “ ROOF COVERING, WATERPROOFING, AND DRAINAGE, ETC. — BARR RRRAM ARAM SAAR USAR aaa MmNA ARRRA a ts ARE fee tA pA JAI GARAR. eases 8 E a a E * AAR UREA AREA SAREE TARAR Tene ome se ane Rah HIER SAARAE 0 sane 6 ht 6 agen DA T E 925 CREA BARRA AARAR ARN PRARA ARARA HINAD MMAR RARE at STRAP SPLICE (13 \ AT TRUSS, TYP. \S6/ LN GHIRGR GAA PARRA ARARA RARE ARAM TAMA FARA AAG BARN RAR AAA AAR ARAAD AAR RAR Ahi SARA AAR AAAR AEE cal 1. THESE PLANS SHOW A STRUCTURAL RAL DESIGN OF ELEM ee AS DEFINED UNDER SCOPE OF BASIC SERVICES REFER 10 ONSTRUCTION DRAWINGS PREPARED BY THE PRIMARY DESIGN 5 CONTRACTOR SHALL CONFIRM AND CORRELATE ALL DIMENSIONS FOR WORK AMOUNG ALL ARCHITECTURAL AND S TRUCTURAL FIELD CONDITIONS PRIOR TO CONSTRUCTION OR FABRICATION. “ HEADERS TYP HEADER: 6X8 HF#2 4'-0” MAX SPAN. NOTES: 1. PROVIDE (1) 2X6 BEARING STUD AND 1) KING ( , SUPPORTS FOR ALL HEADERS AND BEA TYP we pane RE V I S I O N S DE S C R I P T I O N Sk il = HANGER: | U26 NRL A? NEW MECHANICAL UNIT AND CURB AND ATTACHMENT OF CURB TO ROOF FRAMING, MECHANICAL UNIT AND CURB : L N A N L N m a er e n c e s PA R S E R nn n ? | F~ > ll y DESI ee oe 9S GN BY OTHERS. | | L-TYPE TR-2 > CES } ARNE AN go oo gk MU-1 WT = 550 LBS. — PRE-MNF TRUSSES a MAM ALLS A @ 2-0" 0.C. DIAPH NATLING ZONE: SENT TT T \-HANGER:| HUG. oP A SH iI 2x6 Ru ed See Pan WALL STUD FRAMING @ 7-0" 00 ee AL A A B 2x6 HF#2 STUDS AT 1’-4"0C. HT = 13'-6” MAX PSA ME OS ES Mt w/ BLKG AT 4’-0°0C. , i i | | — DO A ty BY e " ¥ i 9 ” Ae [e x m i n c s ar r 29 . 20 1 1 4 C T F GI R D E R TR U S S ie ns 2 4 “4 D < c y @ 27 - 0 " 0. C . GI R D E R TR U S S T Y P E TR - 1 @ 27 - 0 " O C . GI R D E R T R U S S “ — ~ o I - # 1 og y Ot Sa CL T MA Y - 9 20 1 0 PR E - M N F T R U S S E S TY P E T R - 1 P R E - — M N F TR U S S E S G I R D E R T R U S S MR Me) of, pws (P) . en | en ae cal 1-2) DEFERRED | SP. INSP np. SUBMITTAL al u ) Ad ig Ra t h a AL BU I L D I N G TU R A L O R SI T E WO R K . t/ ~ s t a a l e n g —- 0 3 8 7 ROOF_FRAMING @ GABLE END (2 $4 77 _PARAPET AT 37 Te LA T E R A L FO R C E RE S I S T I N G NE W CO M M E R C I We b : ww w . o z . n e SC O P E OF W O R K S T R U C T U R A L E N G I N E E R I N G FO R I N C L U D I N G VE R T I (2 5 3 ) 52 0 WIND COL. F A X I@ s t a a l e n g . c o m ND A T I O N . NO A R C H I T E C AL FR A M I N G , MU-1 _ | (P) SUB-DIAPHRAGM | ; ; STAPH NAILING ZONE a ~ 5 1 2 4 C ng i n e e r i n g , P . C . | St r u c t u r a l de s i g n « I n v e s t i g a t i o n s « S e i s m i c R e t r o f i t s 10 0 2 4 S. E . 24 0 t h ST . , Su i t e 25 0 52 0 - 0 3 8 8 ; t a a l e s o n BLKG_& STRAPPING (1) (P) @ WINDOW HEADERS SP. INSP WA 98 0 3 1 4x8 CROSS BM BTWN T (2 5 3 ) Em a i l : ds t a a FULL- SPAN TRUSSES KE N Ph : S Y S T E M , A N D FO U w/ HU48, TYP. BLKG & STRAPPING | | | TYPE TR-1 | ©" - . ¥o | EXTEND cMSTI4 a” /D_wooo LEDGER mM [SHOPS] ROOF_TRUSSES: = PRE-MNF WOOD ROOF TRUSSES SHALL BE SPACED AT 2’-0"0C, TYP UNO Serer | AND SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS ON SHEET SO AND AS — SHOWN ON REFERNECED DETAIL. (10 \_WOOD_TRUSS \S47 DESIGN CRITERIA TYP ENGINEER SHALL COORDINATE FINAL ROOF TRUSS DESIGN WITH FRAMING IN MAIN STRUCTURE DURING SHOP DRAWING REVIEW AND PRIOR 10 DEFERRED SUBMITTAL TO JURISDICTION. TYP RAFTERS & CEILING JQISTS AT TRUSS IN-FILL. USE: 2x6 HF 42 AT 2-0 OC. 4’-0” MAX. SPAN. pe o w S U B - D I A P H R A G M A R C H I T E C T , P L L C S C R E E K R D W L A C E , W A 9 8 4 6 7 W A 9 8 3 6 8 ? 3x8 RAFTERS PT. HFF2\ a oe @ 3-600, WAX \ |e 7 = | | EVENLY SPACED 2 “ ao | | _ ROOF SHEATHING: rae eke ee ee ' ROOF_ FRAMING PWD (NO OSB) THICKNESS 'T = - AY EAVE. | APA RATED SHEATHING, PANEL INDEX =42/16 SHEATHING, FASTENERS, AND FRAMING PER DIAPH NAILING ZONE. 1 4 0 8 W . S I M S W A Y P O R T T O W N S E N D , I S S T A F F O R D O G G I A G R O U P B 1 6 C H A M B E R F R A M I N G P L A N U N I V E R S I T Y P | \ 6 \ WIND COL } S77 ANCHORAGE (Te _DIAPHRAGM COMPONENT TP CSE 7 SCHEDULE (G2 _HANGER AT TYP (Sa) WIND COL NATLING AT SHEARWALL AND DIAPHRAGM SHEATHING. TYP SHEATHING FASTENERS SHALL BE DRIVEN w/ THE HEAD OF THE FASTENER FLUSH ‘ WITH THE SURFACE OF THE SHEATHING. NAILS MAY BE OVERDRIVEN INTO _— cORRUSATED METAL ROOF: NE ‘ PANELS NOT MORE THAN 6” DURING CONSTRUCTION UNDER DRY CONDITIONS SaSTEN TO 2X4 w/ # 3 1” WOOC SCREWS PER MNF. (MOISTURE CONTENT LESS. THAN 162, . a/ (5) SCREWS PR SHEET MOT © Groc a TE MORE THAN 20% OF THE FASTENERS ARE OVERDRIVEN BY OVER Me” UP 10 J 9/ Did SKIP-SHEATHING, Sr oIRAL S ne ADD (1) ADDITIONAL NATL FOR EVERY (2) FASTENERS OVERDRIVEN. FASTEN TO RAFTER / (2) 180 S88" a FOR OTHER CONDITIONS, CONTACT ENGINEER FOR FIELD SOLUTION. | S F A B R E E Z E M A R K E T L 6 M O R R —~. sp. WOOD FRAMING s \ ey — Vp J Al MASONRY — (1) PROVIDE BLKG AND STRAPPING AT SHEAR WALLS AND STRAP TO WINDOW HEADERS AT FL=10'-6"+, PER DETAIL. TYP THIS WALL LINE. (2) BLKG & STRAPPING. 7 1yP MASONRY WALL (EDP _ MASONRY ‘=z ANCHORAGE ee” P R O J E C T T I T L E P R E P A R E D F O R : S H E E T T I T L E CMSTI4. STRAP o/ PWD SHT’'G. FAST THRU PWD SHT'G INTO 2X4 BLKG BELOW w/ (2) 10d @ 670C. EXTEND 6-0” o/ BRG WALL AND NAIL TO DBL BLKG BELOW. (3) KNEE BRACE. D A T E : (4) TRUSS MNF SHALL PROVIDE A VERT. PANEL POINT AT 4X6 CROSS BM, TYP. F D - 1 0 0 % 10 - 0 0 2 R E V I E W / B A C K _ C H E C K : E N G I N E E R : S T A A L S T A A L S T A A L I S S U E D A T E : 0 5 / 0 5 / 1 0 BLKG & STRAPPING. CMSTI4. STRAP o/ PWD SHT’G, FAST THRU PWD SHT'G INTO 4X6 BLKG BELOW + /s67 WIN. CROWN WIDTH FS of P = 5 LENGTH SPECIFIED IS A MI w/ (2) 10d @ PROVIDE LENGTH OF FASTEINS T® (6) DBL TOP PL SPLICE AT RIDGE. . = CMSTI4 STRAP. X L=3'-0" o/ TOP PL. FAST INTO BOTH PL’S I N I T I A L S : _ _ S U B - D I A P H R A G M J O B N O . D R A F T E R : C H E C K E R : S T A T U S : D R A F T E R : E N G I N E E R : w/ (2) 164 @ 4700. (8) EA. SIDE. | >) LINTEL: STEEL L6x4% LLV i @) CONT. o/ GARAGE DOOR. BEND RADIUS = PER ARCH. ANCHOR TO CMU. S : i ANCHOR BOLTS: 34°6 THR'D ROD AT SPA = 78°00. y _ EMBED = 4%”. - OF 10 SHEETS ROOF FRAMING PLAN R PLAN 3—LVL : OVER 2ND FLC ——— ae nn” SCALE: 1/4"= ee ee = END OF WOOD BEAM a ” 9” > AT SPLICE MASONRY WALL & REINF. , r | a af OPTION: KNIFE ®@ AT¢ PER PLAN. 7 SEF SCHD BAR _ a (2 \ MASONRY WALL SCHD BRICK VENEER E | ‘ican | / y BEAM ~ \SS7 Rerer ren Ptah a Sie aan rasa’ fe - PER PLAN pe 4 10P_OF FTG FON DOWELS AT € OF MASONRY , Oi _é J ™ LAP=2’-0” nti ao TO SIZE, SPACING & LAP SPLICES - GENERAL USE, TYP U.N.O. 3 vn eed Ye | a 5 si al GUSSET es} _ 2 @ TOP REINF. BAR B 6” | #4 @ 12” OC FMBED M seu ret wn BAR BEND Ol GP [ae wn, l<* ee | a Py ss INTO CONC. FTG w/S z re aN ia * | F ALTERNATE: #4 BAR D.E.G 5S feos HOOK A Ee ©); +O; 7 = mS NTO CONG STEMWALL. a\= = #3 THRU #8 | 6db JC! ARS ag 4 = INTO CONC STEMWALL. lo MASONRY SHALL HAVE n on VRE oar |B [enon ment 15 + Bi EMBED = 6 ale FULL MORTAR BEDDING > #14, #18 100 4 —- RSZ¢ = CONC, StAE ON GRADE <* @ BOT OF MALLS vax oe fs GUSSET B BOTH SIDES | SZ 9 . w/ SZ TYPE GR T° an OH BOT REINF. BAR A PER PLAN \ S : BAR BEND RADIUS, TYP U.N.O. 5%” THRU BOLT =e 2) #4 CO DEVELOPMENT LENGTH OR KNIFE B AT. MIN. w/ DBL NUTS. ale KARR ae say = Woo" (2) #4 CONT. TOP 2 iS RRR $—2” LEDGE a ela eae ole DADO CUT WOOD TO ACCEPT SHEAR PLATE rol a SPREAD FOOTING TOP OF FIN. FLR. ne 2 ge S ‘DAPPING TOOL’ BY MNF & IN ACCORDANCE SHEAR PLATE MNF FROM w/ (N) SZ REINF . BAR ; ; j w/ 5 k— #4 ee eo 8 ; . MALLEABLE IRON PER ASTM 3’CLR PLACE REINF @ OC SPA EA. WAY w/ MNF PUBLISHED INSTALLATION PROCEDURE. ; SCR | #5 28" 36° 10" : A-47, GRADE 32510 TYP. ows PER SCH’D #6 33" 43" 12" pe at a ae es MNF BY CLEVELAND STEEL. a a EN _orap aN FIRM, NATLVE ole Ld- ul oo xa ell — SUBMIT MOCK-UP ASSEMBLY UNDISTURBED SOIL THAT CLP. CONC. FTC & STEMWALL _ —|= Zl S 2 ie Le OF (1) SHEAR ®. IS WELL COMPACTED AND Wi>) =/< z CONTACT INFO FOR: CLEVELAND STEEL NOTE: MOCK-UP ASSEMBLY MAY BE FREE FROM SOFT SPOTS. VERT REINE YY hho NOTES: BEDFORD HEIGHTS, OH PH (216) 464-9400 SUBMITTED IN PERSON OR BY PHOTO 45 @ 16” OC. MAX ~ Jkt _ 1. FOR USE IN RESIDENTIAL & LIGHT COMMERICAL ORDER THRU: PORTLAND BOLT & MNF 3441 SENT VIA EMAIL. (OR FDN DOWELS) © es Lah: FOUNDATIONS w/ CONT GRADE BEAMS AND SPREAD N.W. GUAM PORTLAND, OR SONEDULE ALT. HOOK IN Fic - ace = FOOTINGS ONLY AND A MAXIMUM OF 5 STORIES. PH (800) 547-6758 Sr : : i le ele * IPPROVED BY ENGINEER BOT REINF TOP _REINF HORIZ REINF TA K a ol S APPROVED BY SCH OF CONNECTORS 4 @1’-0" OC. ( r BY O2| oy | | 3. Ld1, TENSION LAP SPLICE FOR BARS OTHER THAN EDULE ECTO maRK} WoL tL | ho | N | S| A | TN sia d2__| REMARKS sidie Mile ii, | oR. 1 Plocl i 12db TOP BARS. SHEAR PLATE BOLT F30 | 3-0"l 3-o"l por | 4 4 > > 4 > > (3) #4 CONT. BOT. Te , » TYP. Pied > 4. Ld2, TENSION LAP SPLICE FOR TOP BARS WHERE MARK eae oT Sr a CONN TYPE. REMARKS = # | 10ror | 9 4 if 10"0e 3 (3) # T’ PER 3” CLR =e STANDARD HOOK, TYP U.N.O. MORE THAN 12” DEPTH OF FRESH CONCRETE IS CAST #4 @ 12” OC. PLAN TYP. 8 BELOW THE BAR. SHP-1 | 256” | 13/16 | 3/4” | A307—X GR. C | KNIFE PLATE | ALL COMPONENTS GALVANIZED "Ww" PER PLAN iE = iN TT Ze | a al A r \ 1\ \\ / / 49 LYP_REBAR HOOK & LAP > \ TYP SHEAR 2 CONN q \SPREAD FOOTING 7 EQUNDATION AT MASONRY WALL : , SCALE: 1”=1’-0" CN-LAPSPLICE-RES SCALE: 1%"=1'-0” SHEARPLO1 SCALE: 1”=1’-0” FDSPRD-FTG—1 I SCALE: {'=1'-0" Sis = x“ 2 Qos ® — a ec ae 2 SO WT, \y STEEL KNIFE P1/4"X4” - ; & | 22S o ; (2) 3/4” DIA. THRU BOLTS AT EA. 1-2 cn @ s| Sua WATERPROOFING PER ARCH. A WD STUDS: 2X6 @ 1’-470C. END OF STEEL KNIFE PLATE 7 WALL STUD FRAMING ° 21 835% o/ PWD SHT’G PER PLAN, 7 YA PER PLAN 610% PRESSURE TREATED BEAK BIC VENEER SIZE AND SPACING G = ff 255 s ” LAN PER PLAN. a Be oD Oat so MASONRY VENEER } om i er) 7 ee saan a |S os} shz PER ARCH. | 4 <SW_> SHEARWALL SHEATHING (2) #4 CONT. | si) ese - LAP=2'-0” ge 51x < ~Z in PER PLAN #4 @ 18” OC Die. sg/SSE9 | ° A ‘ = 6” 78 gg~sce- . 4 ‘e) _s — ow QS . HORIZONTAL JOINT REINF: sum —- +O Pe “@Q®D» = — PLAN < SW et ste / . Cfo S*leoze No.9 GAGE WIRE AT S ; oO} 7 eg Por ALTERNATE: #4 BAR D.E.C. INTO @ S2.2s/°ZeS ’ ” DOA! OO 5 = Iain je SPA = 1'-6"0C MAX. 1 | aa, w/7” EMBED , 2 eke. 5 U) ees" sable MECHANICALLY ATTACH ANCHORS TO r | w/BEARING © WASHER EMBED = 6 Mn & °° 88/9252 JOINT REINF ‘ay’ SEISMG CLIPS j tolz || Ore SSA TREC nh | / SLAB-ON-GRADE & REINF. | © TH) Senvsl SEs Zi a= PER PLAN 7 C2 esos] Yue _ 85 aie lo! (3) 43 TIES a = / a eXess] 278 " mn S uleDe o ¢ ANCHORS: \ 5 VA LK L w/(4) #4 VERT. MIN. eae nl Ol. | | L4A\ \V Z ~a eae pa ; MSSA VENEER ANCHOR STRAPS (DA207) SS a Ox KNEE BRACE | #53 TES wil i aT >t H— aes] Sh FASTEN TO STUDS ; SAW CUT IN HALF AT CLL. CONC SLAB-ON-GRADE » @ 6”0C THRU-OUT, MIN. as TH! [RAS ae = Sees] & = w/ (2) SDS%X2%” GALVANIZED Xx) as © a AND DAP FOR PLATE OR GRADE alo mle CKKR Sta OSA ABH w/ SEISMIC TRIANGULAR TIES (DA700QT). = 4 STEEL KNIFE @1/4”X4” zo zi + SK = ANCHOR SPA: ret L (SP-1 : kb 5 C.LP. CONC. FTG & STEMWALL HORIZ SPA = 1’-4”0C. GW SLOT POST AND BEAM AT > o > |e VERT SPA = 1’-6"0C. CENTERLINE TO ACCEPT é - —|— + whe 5 a VERT. REINF. KNIFE PLATE . * a —— 2 < (1) #4 @ 16” OC 5/s” MIN COVER TO ANCHOR © < a ALT. HOOK. Ess JOINT REINF. oN . 6x8 PRESSURE TREATED POST | =|. os S=s= @ NN 6 ~ : : ; a - - 7] HORIZ REINF. EXTEND ANCHOR INTO VENEER tgs Dieu ie mien (TY SHEAR B_ ASSEMBLY —- co LS (1) #4 CONT. @ 1’-0"0C 1/2” MIN. “\S3) herer 7 TRANS FIG REIN. —~T/ [SRSA 3 (1) MIN. A, 7 , 3” CLR (1) #4 @ 1'-4"0C ‘ NOTE: THIS CONN. SHALL BE USED FOR ANCHORAGE OF ALL . SPRD-FTC PER PLAN. 3” CLR. a a as eae in MASONRY VENEER WALLS. INSTALL AND FAB OF SHEAR P'S ove en) St || 2 ; spINcsR | NOTE: REFER ARCHITECTURAL FOR SPREAD FOOTING 2) #4 con —T — - = on on on EXACT DIMENSIONS OR KNEE BRACE 7 TP. =r VERT. JOINT @ 12’ TO 20'0C HORIZ. PLACE AT ALL RETURNS AND REFER ‘w eo r= b MATCH TO CONTROL JOINTS IN MAIN STRUCTURE. Sp aat PER PLAN mo & AL 8 =O Oo qV qos«< : Te | a ime fi = apt 11 ANCHORAGE OF BRICK VENEER 8 KNEE BRACE 5 SPREAD FOOTING & PEDESTAL 5 F OUNDATION se ys _ Y) CALE: 14"=1'-0" BRK-VNR SCALE: 1”=1'-0" KNEE-BR-1 : =t'-0" —— S- OPoy S % SCAL 0 SCALE: 1”=1’-0 PED-09 SCALE: 1”=1'-0 ST fx] 25 BOL ") Ns Omes mr . NOTES: ey = oF AB's BR} = Sof \p , Vv, 1. STD 9 OR PL WASHER SHALL COVER Mo OC A Sts Lu c & HOLE BY ” MIN. AND SHALL CONFORM | _1@}. — —__@} Ps ms” nouox]| A 7 “pee TO ASTM A36. ; CO 5 uw ATERP PER e “ r Wo WATERPROOFING PER ARCH ‘ ae e ae 2. THR’D ROD USED AS ANCHOR BOLTS AT (IZ a oNO-s y, ats BASE PL’s SHALL CONFORM TO ASTM == TS COL MARK C-# A eo eHss — A1554 GR 36. 4 , PER SCH’D “TT Wy uw) an MASONRY VENEER ae WHERE BOLT HOLES EXCEED } | TS COL. PER PLAN | | O PER ARCH. fe sg’ HORIZ JOINT REINF IN BACKING OVERSIZING SHOWN, PROVIDE OF AB’S | | | | = an | Se ae i el RODS. HARDENED WASHER PL %6", WHICH i | BASE B i | = | =0= SHALL CONFORM TO ASTM A436. +> = == [SHOPS] = nNo9 GAGE WIRE AT IDASTONES) 4. CONTRACTOR SHALL VERIFY 7 / SRG). | | “WAL STUD FRAMING SPA = 1'-6"0C MAX DIMENSIONS AND MODIFY AS REQ’D a. & Sy, | | ss & MASONRY VENEER 7 az DURING SUBMITTAL OF SHOP. W Vv a ~ | | LAP=0'-0" BEYOND. naa ATTA MS To \ nse ost L | pS 01 00 Ww ’ coe i BOLT SIZE BOLT HOLE SIZE eyes eee Bees BOLT 6 __EDGE DISTANCE i | wil” Hs hae 7 : te Ya” TO 1” 16” OVERSIZE = UP TO 74°6 16" " A a J] < 1” TO 2” V2" OVERSIZE w/7 TYP. CLEARANCES 1"9 78" a | | | ee SLAB—ON—GRADE ANCHORS: si 2” OR GRATER 1” OVERSIZE 149 23/8” i | PER PLAN PER ARCH : SEISMIC PINTELS (DA213Q7) arr 4 ie 13” TYP. i | BASER ; I | uj & ar f ~ w/(N) SZ THR'D ROD A.B.’s (A36) | | ra uj ee , 4, : | | w/DBL NUTS & LEVELING NUTS | | i F = ALLOWED VERT. MISALIGNMENT = 1%”. Sf} ve i | | . 2 E - "se! | er Za y | | 0” CLR. H | e <s 2 = i be ao Al Va — OOO Ww + ANCHOR SPA: aS > ‘S “ j ia, See | # | RE | fe x = 7’~4” TT TT S HORIZ SPA = 1'~4"0C. IZ A___, aa i. i. ; XR VERT SPA = 1'-4°0C. ; SE: 1 ¥ i r . : \ * o| = th ' als i ° ie 5/8” MIN COVER TO ANCHOR al a V1 1s < g|° it i NT xe a OR JOINT REINF. oN L i i: a ea i nN | S|X 7 BSP—1 i] & o 4 C.I.P. CONC. FTG & STEMWALL al fed fed fed OS st Ed ee iE ANCHOR INTO VENEER ACAIR SPACE oe PER ARCH. (2 FOUNDATION od ede 3 a S z | | | SOVEDULE \ “NST REFER See gerel - al Px<tE : Lt SlzZ NOTE: THIS CONN. SHALL BE USED FOR ANCHORAGE OF ALL BASE _R AB’S DO NOT CUT eee leleigel al Pale |. MASONRY VENEER WALLS TO MASONRY. MRK p W L N | SZ EMBED | REMARKS SI-PLnce BIW IP BES _——DIMK<KS S) moe) OT at) jeg Bsp-1 | ya” | o-5i2"| v—vo” [ 2 | 340 | 12° WIND COL KREEA 4(E/9) 4 2]a] IES EXPANSION JOINTS: 2S s| Tl al<]s 2/9 VERT. JOINT @ 12’ TO 20'0C HORIZ. PLACE AT ALL RETURNS AND Son eae Pai S| Gi] ajo) 2ib]a! jez MATCH TO CONTROL JOINTS IN MAIN STRUCTURE. GE P 4p) ANCHORAGE OF BRICK VENEER 9 BASE _R g BASE PLATE 3 )LOUNDATION S3 - K=1-0" BRK~VNR—CMU SCALE: 1 1/2”=1’-0" BASEPLO1A TE yet oo" / SCALE: 1%"=1'-0 / SCALE: 1"=1’-0 FDCSO1A SCALE: 1"=1'-0" FDN-05 _ OF 10 SHEETS STRUCTURAL NOTES: J. ROOF TRUSSES SHALL BE ENGINEERED AND PRE-MANUFACTURED FOR THE LAYOUT SHOWN AND SHALL BE DESIGNED TO SUPPORT LOADS FROM GRAVITY, WIND, OR SEISMIC BASED ON THE DESIGN CRITERIA INDICATED ON SHEET SO. 2. CONTRACTOR SHALL INSTALL TRUSSES IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS AND SOUND CONSTRUCTION PRACTICE. 3. CONTRACTOR SHALL PROVIDE CONTINUOUS 2X4 BOTTOM CHORD BRACING WHICH SHALL BE PLACED AT PANEL POINTS AT 4 POINTS ALONG THE SPAN OR AT 8’—-0"0C, MAXIMUM, U.N.O. 4. TRUSSES SHALL BE DESIGNED FOR A MAXIMUM ALLOWABLE DEFLECTION UNDER LOADS AS FOLOWS TOTAL LOAD : LIVE LOAD : O o ENGINEER OF RECORD. 6. EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMATION LOCATED WITHIN THE BOTTOM CHORD: 7. TRUSS MNF. SHALL PROVIDE CLEARANCE BETWEEN WEBS SUFFICIENT FOR 12°¢ DUCTWORK 8. COMPUTATIONS FOR STRESSES AND DEFLECTION OF MEMBERS THAT SUPPORT MECH UNITS A LOAD P @ MID-SPAN WHERE: * (SUM OF WT OF ALL MECH UNITS SUPPORTED BY P SPAN / 240 SPAN / 360. DENTITY OF THE COMPANY THAT MANUFACTURED THE TRUSS. THE MAXIMUM SPACING OF THE TRUSSES. RY TH TRUSS MEMBERS SHALL NOT BE FIELD CUT OR DRILLED WITHOUT THE WRITTEN APPROVAL OF THE 2 FEET OF THE CENTER OF THE SPAN ON THE FACE OF TO PASS THRU. SHALL CONSIDER AT TRUSS) 2303.4, 2006, - International Building Code Truss Design Drawings. Truss design drawings shall be provided with the shipment of trusses and must be on site for framing inspection. TYPE | DESCRIPTION REMARKS DETAIL TR-4 MONO TRUSS TOP CHORD BEARING. = TR-2 JACK TRUSS GT-1 GIRDER TRUSS WOOD 10 TRUSS DESIGN CRITERIA | BRG PER MNF. “ SCALE: 1”=1'-0 TRUSSNOTES GEOMETRY AND CONFIGURATION OF TRUSS PER TRUSS MNF EXCEPT AS NOTED HERE. ar ines PRE-MNF. TRUSS ee TOP CHORD SLOPE PER ARCH @y r® a es I rk Sf i gees Wey vk | port CHORD 2x4 MIN. SPAN PER PLAN \ FIMBER MONO TRUSS — TYPE [R=1 11 ELEV = PER ARCH TOP OF ad 2x8 P.T. PLATE W/ 1/2" DIA. AB's AT 4’—0" OC. ELEV = PER ARCH SI R E S | RE S N N S WN A N A N N NN A N A N S TOP OF LEDGER AL BOND BM w/ (2) #5 CONT a MASONRY WALL -—~ PER PLAN NOTE: FLASHING, WATERPROOFING, AND ROOF COVERING, PER ARCH. PLYWOOD SHEATHING PER PLAN. 2x4 FLAT BLKG. @ 2’-0” OC SUPPORT ON ’Z’ CLIPS EXTEND TO EDGE OF SUB-—DIAPH REGION PER PLAN. (PROVIDE OTHER BLKG BEYOND PER DIAPH SCH’D) SS ae . 2’—0” MIN. | \— ROOF RAFTERS PER PLAN, ——— WD LEDGER: LDR-1 (9 LEDGER TO MASONRY NOY REFER WOOD FRM 10 MASONRY WALL 7 ANCHOR BOLT SZ % GRADE THR’D ROD MATCH ANCHOR SPA C.I.P. OR D.E.G. ELEV = PER ARCH SCALE: 1”=1’-0” TOP OF AL BOND BM w/ (2) #5 CONT MASWLWD-2 ANCHOR FASTENERS PER SCH’D CMST14 STRAP AT ANCHORS FASTEN (2) ROWS OF NAILS TO 4X6 w/ (2) 16d @ 3”0C. (16) TOTAL. TO FLAT BLKG w/ (2) 16d @ 6”0C. EXTEND TO EDGE OF SUB-DIAPH REGION PER PLAN. Ce FLAT BLKG. Loe BLKG | “ROOF RAFTERS SCALE: "= 1’-0 =e ee w/ U46 EA, END PER PLAN. 2 4. 2'-0" MIN. ge a MASONRY WALL— 3 a PER PLAN yy" a7 CY W000 _FRM_TO_MASONRY es a \Od) REFER iz PLAN l K, T | | 2 XN | | | A) NN 3 » a ne 8" MIN ~ Hel/ 8 ANCHOR [OQ MASONRY WALL | 8 6iWa Z SCALE: 1”=1’-0” MASWLANC-2 Ya ry | TO | 7s CONN. B yp I c~ SLOT TS COL. | FOR CONN.R A | ) (2) 3a" BOLTS le R78 EAM PER PLAN | | N TYP BOLTED TIMBER | | ss" WIND GOL har flag ne | CONN’S REFER SY) PER PLAN oF : | A +c PR WALL , De ig PER PLAN EVAT z SPA epost (4. “VY ° = 5” MIN. os ~ B = PLACE AB WITHIN 2” OF «| DO NOT CUT IN—PLACE < el eatl REINF AT D.E.G., TYP. (qo ANGER Al WIND COL +—O re) sian camel (BEY scate: 1"=1'-0" FL—WS05 —_ a zx i es Ce D.E.G bn to N0=Y REFER WOOD LEDGER P.T. w/ N SZ ¢ GRADE THR’D ROD AB’S EMBED AT SPA 0.C. w/ 1¥2”8 WASHERS UNDER NUT EMBED INTO MASONRY. C.LP. OR D.E.G. DETAIL | WOOD N BOLTS | SZ ¢ MARK | LEDGER PER ROW | BOLTS | SPACING | GRADE EMBED | REMARKS LOR-f 4X6 HF #2 1 yan 2’-8” OC | F1554 GR 36 52” WR-Z | 4X12 «HF F2 2 ¥a"6 =| 2’-8" OC | F1554 GR 36 52” WOOD x TO MASONRY 9 SCALE: 1”=1’-0 LEDGE MASWDLDR-1 4 ELEV = PER ARCH _ NOTE: FLASHING, WATERPROOFING, TOP OF PARAPET oH ] AND ROOF COVERING, PER ARCH. a: 2 2x8 P.T. PLATE at W/ 1/2” DIA. AB’s AT A MEY al" OE, ho PLYWOOD SHEATHING a7 PER PLAN. ae BN a GZ | OAS can ELEV = PER ARCH i aS i TOP OF LEDGER we ALS aa BOND BM Le fd \ s w/ (2) #5 CONT oe 4" ‘1 poor RAFTERS Sea PER PLAN. be MASONRY WALL oe: HANGERS: HUCQ1.81/11-SDS WOOD PER PLAN ef FACE: (10) SDSY4x1774 be, as JOIST: (4) SDSY4x15/4 WD LEDGER: LDR-2 & LEDGER TO MASONRY “\S4 REFER SCALE: ANCHOR 1°=1’-0 FRM [QO MASONRY WALL MASWLWD~1 ANCHOR Zi BOLT Ze SZ @ GRADE THR’D ROD Z MATCH ANCHOR SPA FASTENERS PER SCH’D WA N PLYWOOD SHEATHING C.LP. OR D.E.G. a] BN PER PLAN. —V) | y BN @ JOISTS w/ ANCHORS, TYP. 4 ELEV = PER ARCH eS TOP OF LEDGER S$ / +——— === < BOND BM ef w/ (2) #5 CONT ae as F =a yy. ag WE at MASONRY WALL————— ROOF RAFTERS PER PLAN PER PLAN. WOOD FRM TO MASONRY \S7/ REFER SCHEDULE OF ANCHORS MARK neo eo ANCHOR FASTENERS ANCHOR BOLT nen TYPE N SZ ¢ | SZ @ | EMBED . ANC-1 HTT5 47-0” | NAIL 26 10d | 3/4” 6” 3) ANCHOR JQ MASONRY WALL SCALE: 1"=1'-0" 12” CLR TYP 4” 6 ” MASWLANC—1 BOLT HOLES IN STEEL PR VERT LSL 916”X1'/2” WHERE NOTED. TOP ROW ONLY PLACE BOLTS @ TOP OF HOLES. 2” CL R MI N . MIN. END OF WOOD BEAM AT SPLICE WOOD BEAM a PER PLAN 3" MI N . EQ LE Q STEEL GUSSET R174” MIN BOTH SIDES 3° MI N . STEEL GUSSET RP WOOD BEAM MI N . 14 ” CL R APPLICATION GRADE COL CAPS A307-N C BM SPLICES A307-N C BOLTED TRUSSES A325-—X FLITCH BEAMS A3SO7-X C LEDGERS A307-X C 6 TYP_B // os HOLES IN STEEL PR \ ce @ GRADE THRU BOLTS. PER SCH’D PROVIDE 11/2”% WASHERS MIN. UNDER HEAD AND NUT AT OVERSIZED HOLES. WIDTH PER PLAN STD %16"9 TYP. U.N.O, DRILL BOLT HOLES FROM BOTH SIDES. BOLT HOLE @ IN WOOD MEMBER = BOLT SZ@ + Vie” PROVIDE LOCK NUTS. INSTALL AND FAB OF THRU BOLT CONN’S. SP.INSP. ] SCALE: 1%"=1'-0 OL TED WOOD CONN WD-BOLT-01 1 2 PRE-MNF TRUSSES PER PLAN SHEATHING PER PLAN PER ARCH 2x BLKG. Csw > LTP w/ 10dx17/2” PLACE OUTSIDE OF BLKG ONLY. HI @ 24” Ww EACH TRUSS.” 2x DBL. TOP R P 10 BNAILING < SW > SHEARWALL SHEATHING PER PLAN. < sw > BLOCK ALL PWD EDGES w/ 3x6 WALL STUD FRAMING SIZE AND SPACING PER PLAN. ROOF FRM Al EAVe RE V I S I O N S DE S C R I P T I O N BY DA T E AP R 29 20 1 ] MA Y - 9 20 1 0 | ex p i r e s ; a a SCALE: 1”=1'~0” RF—WWO1A PRE~MNF TRUSSES PER PLAN ROOF FRM PER PLAN SHEATHING PER PLAN 2x BLKG. < SW > LIP BN w/ 10dx1¥2” J PLACE OUTSIDE OF BLKG ONLY. i EL = VARIES (PER ARCH) 6 / TOP OF B H1 @ 24” OC. =Eh EACH TRUSS. HANGER PER hs 2x DBL. TOP R PTO BNAILING < SW > SHEARWALL SHEATHING PER PLAN. < sw > \ BN BLOCK ALL PWD PER PLAN EDGES w/ 3x 2-0" MIN. WALL STUD FRAMING _ SIZE AND SPACING PER PLAN. ROOF FRM AT GABLE END ta a l e s o n ng i n e e r i n g , P. C . St r u c t u r a l de s i g n « In v e s t i g a t i o Re t r o f i t s ns ° Se i s m i c ui t e 23 0 $ — 51 2 4 KE N T , WA 98 0 3 1 10 0 2 4 S. E . 24 0 t h ST . , FA X (2 5 3 ) 52 0 - 0 3 8 7 (2 5 3 ) 52 0 - 0 3 8 8 ; Em a i l : ds t a a l @ s t a a l e n g . c o m We b : ww w . o z . n e t / ~ s t a a l e n g Ph : SC O P E OF WO R K ST R U C T U R A L EN G I N E E R I N G FO R NE W CO M M E R C I A L BU I L D I N G IN C L U D I N G VE R T I C A L FR A M I N G , LA T E R A L FO R C E RE S I S T I N G SY S T E M , AN D FO U N D A T I O N . NO AR C H I T E C T U R A L OR SI T E WO R K . PR O J E C T TI T L E : WA Y SI M S 14 0 8 W. PO R T TO W N S E N D , SE A BR E E Z E MA R K E T 98 3 6 8 AR C H I T E C T WA MO R R I S PR E P A R E D FO R : ST A F F O R D , LO G G I A GR O U P , 68 1 6 CH A M B E R S 98 4 6 7 PL L C CR E E K RD W WA UN I V E R S I T Y PL A C E , SH E E T TI T L E : DE T A I L S 10 - 0 0 2 ST A A L ST A A L JO B NO . EN G I N E E R : DR A F T E R : CH E C K E R : ST A A L DA T E : IN I T I A L S : IS S U E DA T E : 05 / 0 5 / 1 0 RE V I E W / B A C K _ C H E C K : DR A F T E R : EN G I N E E R : SCALE: 1”=1'—0” RF—WWO04B MGT (SIMPSON) w/ (11) 10d EA RAFTER w/ (1) ¥4"6 LAG BOLT EMBED = 6” INTO BEAM CORRUGATED METAL DECKING PER PLAN o/ 2X4 SKIP—SHEATHING BN. 16d @ 6”0C ROOF RAFTERS SIZE & SPACING PER PLAN BEAM PER PLAN 2x FULL DEPTH BLKC. w/ A35 @ 24"0C TO EA BLKG w/16d TOENAIL @ 12” 0.0, TO BEAM. 3) SCALE: 1"=1’-0" RF-WWO2A OF S 10 SHEETS VERT. REINF HORIZ REINF p—LAP SPLICE FOR VERT. & | HORIZ REINF. IN MSW (TYP.) ELEVATION | TOP OF ROOF FRM l. T/T 17 1 111 LTA T/T tT Td JAMB TYP. (3 \ | ptt ABOVE h 55 pz a 10 | | f tf ft ff $5 it | T7 T l [ I /T 7 | TERMINATE HORIZ REINF i [ fF fst = ——4 3 IN STD HOOK, TYP. | [LT] J yL ty ft td BZ_LATERAL REINF. is SPACING PER SCH’D Lt il ig ae | af ea £ BOUNDARY 012. nye. ao == ELEVATION a a ee | ab TOP OF FDN > Zo tee ee ae eee | ee ei diane or a re er BZ BZ MASONRY WALL / REFER PER PLAN STRUCTURAL ELEV, 9 SCALE: 1/4"=1/-0" CMU-MSW MSW MASONRY SHEARWALL CONSISTS OF A STANDARD MASONRY WALL WITH A BZ AT EACH END #) LENGTH PER PLAN (12 LY, -|--- | | Beesh 7 Vi t gy Ly Lez | pz BZ Lpz i] 10 SCALE! 1/2°=1'-0" CMU-DMSW VERTICAL HORIZ. BOND BEAM MAXIMUM REINFORCEMENT REINFORCEMENT WALL HEIGHT] REMARKS TO TOP OF MARK T (#, SIZE, SPACING) | (4, SIZE, SPACING) ROOF DECK 8” (1) #5 @ 2-8” 0.C. 2) #4 @ 4’-0” OC. 1” (a) @ WALL CENTERLINE |) # =< 8” (1) #5 @ 2-0" 0.C. 2) #4 @ 2-0” O0.C. »_ pn @ WALL CENTERLINE | ‘ # alate =m 1 MASUNRY WALL SCHEDULE SCALE: FULL SIZE SCHD-MASWL NOTE: LAP VERIFY BLOCK WEB THICKNESS FROM BLOCK SUPPLIER PRIOR TO FABRICATING REINFORCEMENT STEEL TIES. MAINTAIN CLEAR DISTANCE FROM STEEL TO BLOCK Y2” CLR @ VERT V4” CLR @ TIES SECURE ALL VERTICAL REINF IN PLACE w/ LOCK-RITE POSITION TIES. VERT. REINF. (1) BAR EA. FACE EA. CELL o/ WIDTH Lp BZ FULL HEIGHT FROM FDN TO ROOF OR FLOOR. SPLICES OK. LAP w/VERT 6” wen TURN ow ter 2” MIN. CLR ro FACE OF VERT REINF. PLACE VERTS TIGHT scawsr/ @ BZ 2 TIES fe HOOP e \ XN 358” 9 BEND— BOUNDARY ELEMENT HOOPS & TIES HOOPS LAP 48db w/TYP. HORIZ. REINF. #4 HOOPS. MATCH TO SZ AND SPA OF HORIZ WALL REINF. FULL HEIGHT VERT REINF Qo SC H ’ D A —< * = 1%” mw TO TIE REINF HORIZ. WALL REINF. HORIZ. TIES IN BZ, TYP. PER SCH’D Lpz INSIDE FACE OF TIES 1-4” MIN, SHEARWALL( # (TYP U.N.O.) BOUNDRY ZONE PER SCH'D ‘S WALL BOUNDARY ELEMENTS WALL SW + MARK T | Type t pz Lez Npz | VERT REINF. TIES SKETCH Msw-1 | 8” C9) 8” 8” hw /2 2 45 NOT REQ'D Cc MSW-2 | 8” 8” 8” hw /2 | 2 #5 NOT REQ’D C_. MASONRY SHEARWALL BOUNDARY ZONE 12 SCALE: 1’=1'- CMU-—02A > mM VIMhA TIL LNW LLL TYP WALL REINF S$ JAMB_ REINF ———\ 4 | Soe LEE ema vay VERT #4 @ 4’-0” MAX. FULL HEIGHT. SPLICES OK. oeeraal Aarau bl y VW TIIIL p'={)" = HORIZ (2)#4 @ 4’-O"MAX Fe 7 ol MIN. {XY $5 ADJACENT WALL LLLLLILL LLL TOP OE RAE : s THICKENED PILASTER IF EXISTS. Lo > S — PILASTER "W” RUN CONT. HORIZ. WALL TOP_OF FRAMING yor FIV, GLA FF PWS ya ar a pe a aaa waa as IH LPS FF HF FS ” REINF. THRU COL TYP. (N) VERT BARS CONT. BOND BM AT [LZ ALLMN LK LL LLILLMLLALLLM LA MLLL SLL. KRELAZ LLWL a VLLLI LLL LLLL LL LL z OR TERMINATE AS HOOK WITHIN TOP OF WALL AND O COL CORE. AT ALL FLOOR LEVELS 7) a z ALL PILASTER VERT. LOAD (2) oF e REINF. SHALL CONT. FULL HORIZ TIE REINF OR HOOPS. se) TYP. LINTEL 5 ee eee 7 HT. FROM FOUNDATION PER SCHEDULE ; . 2 - O TO ROOF. SPLICES OK. PER DET. (2) = isi VERY GOMTECL JORNT = b> a REINF CONT r - ‘ CONT BOND BM Fl ee Le Rs A EL=7'—4" WALZ Z ORS BS AS EHS IZ ZZ ET aed ZZ) Fe ons Rg, BES ena <7, 3 Sa Rad “*, + 4a a eee a ~ Ps y Ss x ) ZZ. CZZLTLIN ILI LLL LLL ee ee Ps cNING | S AIL GY I mens OPENING SN N . a >ENIN ~S ; EXTEND REINF PAST . — LY ss) ee oy S KKKKKK) « VERT & HORIZ PILASTER "W” VERT & HORIZ OPENING nt OPENING]] TP: vAMe = “Sig, CORNER WALL REINF 7 N) VERT BARS 1 WALL REINF 40db OR 24” MIN. fe . | aN) () TYP U.N.O. f , — ~ EL=0’-0"+ N =jJo TOP OF SLAB X AS \ =~ Neon — —— 2 de [=>] mio SCHEDULE 1. ALL MASONRY UNITS SHALL BE CLOSED ENDED UNITS, UNO. FOUNDATION PER re oa Biant 2z MARK | "W? | 77” VERT REINF N VERT BARS HORIZ TIE REINF | TYPE 2. ALL CELLS, INCLUDING THOSE WITHOUT REINF., SHALL . = P-1 | 2-0” | 12” | (2) #5 EACH FACE, EA CELL (6) Pees Oe HOOPS i nen ADDED (2)#4 @ BOTTOM OF & OPENINGS, TYP. iol STRUCTURAL ELEV. 6 1 ; 5 “ SCALE: 1’=1/- CMU-12 SCALE: 3/16"=1'—0" CMU-ELEVO1 = QoS me co lars GY 2 SAG : Ob a NOTE: a Be = ‘o 2 z° =I / 2 ya VERIFY BLOCK WEB THICKNESS FROM BLOCK SUPPLIER elo (2) BARS CONT @ TOP OF LINTEL. “. S| Ses PRIOR TO FABRICATING REINFORCEMENT STEEL TIES. ates i! v 6} WED " iS MAINTAIN CLEAR DISTANCE FROM STEEL TO BLOCK a i (1) #5. MATCH TO TYPICAL pay Oi sd] S2f yo” CLR @ VERT = A VERT REINF IN WALL ABOVE AND LAP A. PRIOR TO GROUTING -|S S88] CES v4" CLR @ TIES i Oe 40 BAR DIAMETERS (24”MIN.) av: REINF. SHALL BE ACCURATELY QO .> Fel FES = AND INTO LINTEL. Ty POSITIONED AND HELD SECURELY ~/8 SEL 2Z5% SECURE a VERTICAL REINF IN PLACE w/ LOCK-RITE - ssh IN-PLACE W/WIRE POSITIONERS oO) = _ x “oO POSITION TIES. font labs BAR ’B’ Oma SPACED AT 200 BAR @ MIN. Cj¢ sslsra= CUP > | (2) BARS CONT @ 1’'~4’0C a Cc /2.° ~"lnoge NOTE: PROVIDE HOOPS & TIES = ee AT CELLS ABOVE SOLDIER y TY GROUT SOLID, TYP. « Dees sta o/ FULL HEIGHT OF WALL TO TOP t, PH COURSE RK aig. 6 VY 8s HSHeS ( OF ROOF FRAMING, TYP AT DMP. = al shh imi HM © 05 88/9252 HORT = Mes De _|82 4 AL, Wnt Sto Hoax TOP & BOTTOM aly OD Seng] gee HOOP PER SCHEDULE zCs | [%* A He ~~ C5 esé6] Su PER CMU PIER REINF oe ie SF Kaa PER SCHEDULE % Pucee| ELS SCHEDULE. DISTRIBUTE a = | I ‘s Bse88] SS. 7 > , AS SHOWN IN PIER REINF ie as CaN ale WY Hr asf] S86 «5 aan op eciea wire ass SCHEDULE. 6” HOOK AT Refs Ole «Led HORIZ. BOND BEAM. REINF oa ees] EO Wd : 1 Pe: TL. | Fees a END OF VERT. | by BAR A “Io Amine PER SCHEDULE am ro +—— “ 2) BARS CONT TEN CEG NOTE: LAP SPLICES SHALL NOT~J sy AT TOP OF LIFT 2” CLR TO FACE OF WE WITHIN SOLDIER COURCE BE MADE ACROSS THE TOP —" He STOP GROUT 1/2” | a a ae OF THE LIFT - A Ay 1/ VERT REINF. 172” CLR PROVIDE FOOTING = TOP OF OPENING —— BELOW JOINT > TO TIE REINF DOWELS TO MATCH SIZE AND ea VA PLAGE VERTS Ties AGAINST W — SEE PIER SCHEDULE SPACING OF PIER VERT REINF. oo Z 2 Gaia USE WIRE SCREEN OR N.O. Be ar on 2 TOP OF CELLS NOT BEING 00 GROUTED. (BUILDING SCH FDU LE PAPER NOT PERMITTED) SCHEDULE VERT REINF HORIZ HOOP & TIE REINF PIER TOTAL LINTEL | N BAR MASONRY WALL SCHD /“q3\ = MARK W T SIZE LAYOUT N BARS | SIZE | VERT SPACING SKETCH MARK THICKNESS DEPTH HL COURSES | BAR 'A’ | BAR ’B’ | STIRRUPS MAX SPAN REFER \s/ = = +g” ” \ n EACH FACE # fax + isi ” A ” ’ ry Es DMP eB T BY BOF OY cacy cen 8 #4 8° oC a Lf SOLID GROUT 52 3 (2) #5 | (2) #5 | # @8 OC. | 8-0 - 00 = OSn ; 8” } re ee i bo Be oy Se L~2 SOLID GROUT 48 4 (2) #4 | (2) #4 | #3 @8" OC. | 10-0 we Ones [OT —s ue = a 7 DUCTILE MASONRY PIER 4 TYP, MASUNRY LINTEL MASUNRY WALL = S551 w = Li SCALE: 1=1/-0/ CMU-02 SCALE: 1"=1/-0" CMU-01 2 SCALE: 17=1/-0" CMUWLSCH Ras Mo,6] 3 No 5 Ome s} BOND BEAM REINF @ 2x8 P.T. PLATE Rlso FOBt "i TOP OF WALL SHALL BE ao OW Yoo A.B’s Ee] = aZwee| io PLACED CONT THRU @4'-0" 0¢. Pol GSfF5 ra CONTROL sOTNT FLASHING PER ARCH SYMMETRICAL NOTE: HORIZ TIES REINF AT JAMBS SHALL M-, noce 7 BARC’ ¢ BE FULL HEIGHT OF OPENING AND SHALL er Dos § EXTEND ABOVE OPENING BY 2’~0” MIN. a Y YoOr2 J as, BAR 'B fz] wre? —— 6db BEND ae AT TOP OF ROOF HORIZ TIE REINF tN) ae SSA FRAMING PER SCHEDULE \ O ~w=wioTH wat. #) , pee = STOP BOND | a : BEAM REINF - ne aes = PP a // MATES FLEE, SUE h, SHORT OF 13/4’ + om Sun 2 Enea : CONTROL JOINT cen pt [eo ne | omg —H. a $4. — wale > r ADDITIONAL ee gee a a5 baidhddssse Cressgeessde LLL. ANCHOR BOLTS EACH I Fl SIDE OF CONTROL JOINT ce NN tte — on ] | HOOK DOWN —VERT JAMB REINF 3j & r tt ot o ot TYP w/ (1) BAR EA FACE IN EA CELL OVER WIDTH ’W rd “i 7 | K TYP, UNO. 7 e = Ne 7 < . J OPENING ALL VERT JAMB REINF SHALL BE FULL re < bj BAR ’C’ TYP. BAR ’A HEIGHT FROM FOUNDATION TO ROOF. iS) i Ll SPLICES OK. oa o. w | COORDINATE VERT AND TIE REINF WITH REQ’MTS LAP_BAR C NO LAP OF HORIZ. REINF. FOR BOUNDARY ZONES AT DMSW. 5 bi 62db WITHIN MIDDLE THIRD (a \ OMSW BZ <] sel |S - cme CN ol SPS A Om S| 2] 2] 2] S} 2] ate BACKER AND i} <fap<] et ple Opehreie oO,Lolaz DURO WALL CONT CAULKING (TYP) Sl Bl alo “TOE FLANGED JOINT 24” MIN. 4’-0" wl [Sis MEMBER D/A 2002 JAMB REINF EACH 48db STIRRUPS @ 8”0C EA. CELL STIRRUPS @ 16”0C » SCHEDULE S fo fad ce < - a Tle OR EQUIVALENT SIDE OF CONTROL MARK woody OT VERT REINF HORIZ TIE REINF | TYPE REMARKS 21 31F)<|w 3 > ty JOINT, PER TYP TOTAL (N) SZ BARS a} 9) s/ 2/31 e)¥ = aRME) DETAR. QE Jot 8” 8” (2) 45 NOT REQ’D N/A TYP JAMB S| Gi) o/5) 42) bla) jez #4 PLAN J-2 8” 6” (1) #5 @¢ NOT REQ’D N/A Cs 8 TYP, MASUNRY CUNTROL JUINT 5 TYP, MASTINRY LINTEL ELE V (qi YPICAL JAMB S SCALE: 1’=1’-07 CMU-05 SCALE: 1°=1’-07 CMU—LINTEL SCALE: 1°=1’-0” CMU-—07 _ EX OF 10 SHEETS 14 COMPONENT AND FASTENING TO WOOD FRAMING NAILING F SHEATHING FASTENERS FRAMING WIDTH REMARKS T GRADE | SZ BN | FIELD | EDGE BLKG I 1 | 5/8” CDX 10d | 6"0C | 12"0C | 2x UNBLKD | TYP. U.N.O. Il 2| 5/8” CDX 10d | 6’0C | 12”0C | 3X 2X4 FLAT III 3 | 15/32 CDX 8d | 6”0C | 12”0C 2x UNBLKD {NOTE 1. REFER: /“15 \\ UNBLOCKED DIAPHRAGM REFER: (“16 \ BLOCKED DIAPHRAGM NOTE 1: 8d X 1 1/2” = oy DIAPHRAGM CUMPLUNENT SCHEDULE FIELD NAILING: 12”0C MAX @ ROOF 10”0C MAX @ FLOOR BN. ot BOUNDRY NAILING f- PER SCH’D. SPA = 6”0C MAX. SCALE: FULL SIZE STAGGER NAILS AS SHOWN TYP. NAILING PATTERN SCHD-—DIAPHFSTR i TYP. PWD. SPACING REFER TO STRUCTURAL NOTES. NOTE: — NO PLYWOOD PANEL SHALL a BE LESS THAN 1’-0” IN THE LEAST DIMENSION, OR LESS THAN FOUR SQUARE FEET IN AREA. N (1) PSCL PER PWD SPAN AT UNBLKD ROOF DIAPH. SEE PLAN FOR JOIST SIZE & SPACING (Ta DIAPHRAGM COMPONENTS \S6/ REFER SCH'D DIAPHRAGM UNBLOCKED 15 SCALE: "=1'-0” ‘Le FLAT BLOCKING SUPPORT ON ’Z’ CLIPS FRAMING CONT. PANEL EDGE BOUNDRY NAILING FIELD NAILING:—} 12°0.C. @ ROOF CONT. PANEL EDGE- je 2x4 FLAT STAGGER NAILS AS SHOWN TYP. NAILING PATTERN DIAPH—-UB 4” TYP. PWD. tT SPACING ett , FACE GRAIN, Ay 7 BLOCKED PLYWOOD OR OSB REFER TO STRUCTURAL NOTES. NOTE: NO PLYWOOD PANEL SHALL BE LESS THAN 1-0” IN THE LEAST DIMENSION, OR LESS THAN FOUR SQUARE FEET IN AREA. r~— JOISTS OR TRUSSES @ 2’-0"0C MAX. SEE PLAN FOR JOIST SIZE & SPACING DIAPHRAGM /1#\ DIAPHRAGM COMPONENTS \S6/ REFER SCH’D BLOCKED 16 SCALE: ¥"=1'-0” DIAPH—BL —-FASTENERS WITHIN SPLICE LENGTH TRUSS OR (N) ROWS OF (2) TYPE SZ AT SPA RAFTER (3) ROWS OF (2) SPLICE LENGTH L 16d MIN. EA. SIDE OF SPLICE (TOP OR SZ DBL. BOT. PLATE) =O E \ BLKG. i — ! ss I hs < 5 in } LENGTH OF B BEYOND SPLICE 2x STUDS PER PLAN. 8’-0” MIN. TYP. SCHEDULE FASTENERS MARK | Pinot | PLATE SZ REMARKS (N) ROWS | TYPE SZ SPA PLSP-1 4°-0” (2) 2X6 6 NAILS | 16d B”0C_ «TYP. U.N.O. 11 TYP DBL TOP R SPLICE me SCALE: 1”=1'-0" WALL—O1A SHEARWALL_w/PLYWOOD SHEATHING OVER 2x STUD = STRAP PER SCH. NOTE: STRAP CAN BE PLACED END LENGTH END LENGTH = See sca BET ecE ON TOP OR ON SIDES. SEL. TOP B. 1’-4"MIN 1’~4”MIN PER PLAN a ty tT oT <— < BEAM PER san OPENING < Ne BEARING STUDS SCHEDULE MARK STRAP END LENGTH NAIL EA END ST=2 $16236 1’-6” (20) 16d (2) ROWS TYPICAL STRAP SPLICE AT BEAM 12 SCALE: 1”=1'-0” SHEARWALL_w/PLYWOOD SHEATHING OVER 2x STUDS PRE-MNF. GIRDER TRUSS SW-04B (8 } END LENGTH END LENGTH PER SCH PER SCH DBL TRUSS MIN. DBL. TOP BP PER PLAN eee — a Ss NN * STRAP PER SCH. | <_ BEARING STUDS PER PLAN (2) 2x MIN. @ GIRDER TRUSS A, NOTE: END LENGTH = 1-4” MIN. AT CMST. SCHEDULE MARK STRAP FASTENERS EA END END LENGTH ST-1 DSCe (20) SDS % X 3” 0’-8" /qq\ | YPICAL STRAP SPLICE Al [RUSS (13) SCALE: 1”=1'~0" RF-WWO8 RE V I S I O N S DE S C R I P T I O N BY DA T E NO . R O O U T A P M A Y ~ 9 2 0 1 0 | EX P I R E S ‘B 10 it s PLAN EYP SECTION + [= DIST. = 6” MIN. ‘BOLT SPA BTWN ROWS = 1” ELEV SECTION AG SCREW CONNECTION SCALE: 1°=1'-0" WD—LAGBOLT-—01 (2) AB. PER SILL B, MIN” LOCATED WITHIN 12” FROM EACH END. SIZE & SPACING PER SW SCH. 18” MIN. PLACE HOLD-DOWN STRAP e278 MIN. 7 HEADER (8) PANEL ON TOP OF PWD SHEATHING TYP EA SIDE @ ib BLKe AND FASTEN THRU TO BLKG Fa SOLID BLKG. AT HOLDOWN BELOW. Z er) (2) FLOOR JOIST PER PLAN (5 LI IJ — fi ousie Se DOUBLE STUDS AT EACH END . A / 1 = 7A © | mg wee | cea aa mmm ar a erm i 4 . w/ 10d @ 1%"0C Se ee ee ee ee OF EVERY SHEAR PANEL UNLESS WA OPEN a z (18) TOTAL EA SIDE. = 4x OR 6x POST IS PRESENT, TYP. 3 < [—t <_ u i ea (4)) ANCHOR BOLTS PER SHEAR WALL $6 al a © PLACE AT 4’-0"0C MAX. w/7” MIN. iS SI 2x4 BLKG FLAT, TYP OPENING EMBED. INTO CONC. ii (6 4 A, LY CB) HOLDOWN PER SCHEDULE SE | — ROOF RAFTER OR TRUSSES if wy BLOCKED OPENING © feet Al _A 5 ZZ 5 ‘ / | / c F SCALE: 1”=1’-0" SW-03C @) AT DOUBLE STUDS AT HOLDOWN’s 7 (2) PROVIDE EDGE NAIL SHEATHING i TO BOTH STUDS @ 6” 0.C. MAX. opeN ——(7) OR PER SHEAR WALL SCHEDULE. 1 bo A ys DBL TOP R SPLICE | KS PLACE HOLD-DOWN STRAP a ON TOP OF PWD SHEATHING noe Nee OPENING @) HORIZ STRAP_@ OPENING IF REQ’D e SLOW PER PLAN. \S6/ < | BLK CORNERS > ‘a CMST14 X L=5’-4” — FASTENER SZ & SPACING a i w/ 10d @ 1%”0C 8 EE 2 ce ac oe PER PLAN cf rN ; (18) TOTAL EA SIDE. j| ¢ Bett ttt fefe 2 6 ee ee fee ee ee ee ee ee . SI @)/ NG) : IY, V7, Nid — DRAWING IS SCHEMATIC IN NATURE _T1 AND GIVES A PICTORIAL REPRESENTATION <a ay OF THE CONVENTIONAL FRAMING. A 2x4 BLKG FLAT, TYP _ PROVIDE SHEARWALL SHEATHING WITH MINIMUM 1 2’'-8" MIN. DBL SILL PB Joell oe NAILING OVER ALL EXTERIOR WALLS, TYP EA SIDE PROVIDE SHEARWALLS AT LOCATIONS NOTED PER SCHEDULE. \ — " { 6 BLOCKED OPENING q ith FRAMED SHEAR WALL SCALE: 1”=1’-0” SW-03D SCALE: y,”=1’-0” WDSW-ELEV—A2 HOLD-DOWNS TO HE FRAMING SHEARWALL PANELS TO FRAMING ANCHOR BOLTS LAG SCREWS A TYPE POST FASTENERS TO POST END LENGTH SW SHEATHING stup | STUDS AT PANEL NAILING $ | EMBED | (N) | ROWS; #1 Va ABUTING REMARKS MARK GRADE | PANELS NAIL | EDGES | FIELD H1 HDU8 (3) 2x6 | (20) SDS %”x3” SCREWS| %’o | v-4" | 12 2 | 5/8” N/A "PT | GRADE | SIDES $7 SW-2 | 4} 405 | 7/16 | CDX 1 HF 3X 8d | 3.5"0C | 12”0C Sw-3 | 29} 618 | 19/32 | cDxX 1 HF 3x 10d | 3”’0C | 12”0C NOTES: 1. USE POST SIZE SHOWN IN TABLE EXCEPT WHERE NOTED OTHERWISE PER PLAN. _ + | 7 oD DUWN SCHEDULE 9 HE ARWALL SCHE DULE SCALE: FULL SIZE SCHD-HD-2 SCALE: FULL SIZE SCHD-SW HD. PER PLAN B.N. ———END STUD COMPONENT FASTENING TO WOOD FRAMING oie Mi, (NO Bi) SOLE PL TO RIM JOIST PLACE IN LINE OF HIGHEST ANCHOR BOLTS PL TO PL NAILING STRENGTH SW. SW SILL CHO SOLE OR BLKG NAILING. L1P4 | RBC a TEES MARK | ® | pL PL SPA | SPA SHEATHING SZ_| SPACING | BP N | NAIL | SPA N | NAIL | SPA PER PLAN 1x OSB FILLER @ EDCE = a B.N. ” ’ ” ”» ” ” ” sw-1 | 1} 2x | 548 | 2’-8"0c | - | 2x | (1) | 16d | B’0c | (2) | 16d | 12"0c | 24’0C |} 18”0C . Sw-2 14] 2x | 6 | 1-4” = x 1a 16d 2) | 16d " fi ‘ 5/8"6 LAG SCREWS 8 | 1"-4”0C 2x | (1) 4’0c_ | (2) 10"0C | 16"0C | 12”0C AT 1’-0"0C, FULL HT sw-3 129] 3x | ¥%o11’-4"0c | - | 3x | (2) | 16d | 5”0c | (2) | 16d | 6”0C |10"0C] 8”0C (8) MIN. EMBED = 41/2” END STUD PER PLAN OR SCH’D NOTE: FASTEN THRU (2) 2X6 MAX. IF LARGER B.U.C. IS USED, SPIKE 4 o/ LAG SCREW. PLAN SECTION TYP SHEARWALL OUTSIDE CORNER 3 COMPUNENT FASTENING SCHEDULE SCALE: 1”=1'-0" SW-—10D SCALE: FULL SIZE SCHD--SWFSTR H.D. PER PLAN END STUD eT | _ aw Z ee NO aan : Pas STUDS & NAILING PER Ses & aEeT cH. HIGHES Ct) SDs vaxt'/2” SCREWS SW SCHEDULE AT HOLDOWNS FASTEN PWD. NN, > SHEATHING TO BOTH STUDS SHEATHING MW o— 5/86 AB W/ 8d @ 4” 0.C. MIN. FULL HT. PER PLAN : 1x OSB FILLER @ EDGE ° AT 6x POSTS PROVIDE (2)ROWS s OF 8d @ 4” 0.C. MIN. FULL HT. NM OSBN. NOTE: RUN SHT'G PAST BP, BEARING P A,- a PERP. WALL SHT’G TO OUTSIDE PER SW SCHD ; oie! NAIL DBL. STUDS TOGETHER fe ‘ Us sores = a w/(2) ROWS 16d ON 6”0C -0"0C, , EACH SIDE OR USE 4x6 (8) MIN. EMBED = 4'/2 END STUD , PER PLAN OR SCH’D NOTE: FASTEN THRU (2) 2X6 MAX. IF LARGER B.U.C. IS USED, SPIKE of LAG SCREW. “Ee FASTEN HD TO (2) 2x6, MIN. PLAN SECTION BEARING BS < | \ XOXY6 g)LYP_SHEARWALL INSIDE CORNER tree . . U.N.O. HOLDOWN PER SCALE: 1”=1'-0” SW-10G —_—_- SCHEDULE THREADED ROD AB. SIZE & EMBEDMENT P.T. SILL \I PER HOLDOWN ©. | /E0GE DIST = 1” MIN. < sw > SCHEDULE é Z NOTES: i ane 7 1. BOLTS UNIFORMLY SPACED o/ © - |Z a 3 7 Ze FULL HT OF END POST. = an | an S/O J 7 A ; qQy” ay ; * : 4 . — a [aa 2. WHERE (2) ROWS ARE USED ) BOLT SPA Sf . oo S|! PLACE IN STAGGERED ROW. 6”0C MIN. TO 12”0C MAX. foo cy ae ry (2)16d @ 2X B—-{- “4 40 oN 9° . : = . J \ pouste NUTS 4 SCALE: 1”=1'—0’ TYP ANCHOR BOLT é& HOLD=DOWN SW-O1B = x © So ES Sos a ae me SF y ‘ pore (2 ree) 2 2A” = 0 ti gy mc) a gro arn & wee ld o OO ° 3 (oa led Pia) a WOosD = < mt 270 OS 53] 3s# . o 9 & OR OF 78 BES S Sel 2se& a ao Hels _ De sx/5589 eS ee cc Nee |e oe a M | S>2.2e/CSee c = Sto Su geee co) Ome ° Ow ix (@) = ao ox OP OwWw7Wa c ~~ So OZ OZ Wi. _ 4 'SS1HnRa5 OO) Ssscs]| SEO — Cc 5 OO ae ira © CO ASRS — 148} Sj e| £08 + AEB S| SA. a a2 Hy aers| 336 SHeE| FON Cyvaw Es>> | ONmAW Fam} © Sal - fx] Ws = OS ee) Z mM © Tid 9 Mm & Sylew A mee <<” < s = < ae 2 fae 2 .ADG GI WH Pao HOTS NZ ww? — N ud © Ge a aoe | BJ=O HOWa |\x 2 + =>+| & ee) mss Sse5; WwW re Ber w CQ) M-_ NUL Ld Or O @ S > No -s an age = GO) Se f mos5 Op ae © E ~ = Q rs i = re < id ay a ti 4 a = oa a ” O = SJ se] |S N Ofolsx OfFopopupyeypoyoO oe ne oe oe ed ee en ete} <| Sl bale Slaloala Le Ws a “IE es te O}z 1Sigia Ss oll de Siw} wi] Y alS) jes ZIE/ oO] Hi 12 wy o|o|s/2)3|2|%| |E/2 S|} G/S/ S/S] al] 12/2 ° = «| jojii OF 10 SHEETS PLYWOOD SHEATHING PER PLAN. we [8 2 8 > [SHOPS = Ne JOISTS PER PLAN. ANCHOR BAR ce i . 10" / L4x3x3/16” LLV t— nel w/ N SZ@ THRU BOLTS w/ WASHER UNDER HEAD AND NUT PLAN TO 15/4” JOIST. BN @ JOISTS w/ ANCHORS, TYP. 3X8 P.T. TOP R < © 0 0 °o + vy DBL BOND BM | ty w/ (2) # CONT. og s' | 5" [57 tt ts wm = aie N= ANCHOR BAR ae 3/4"6 THR'D ROD C.LP. OR D.E.G. = PLACE WITHIN 4” OF VERT. REINF. MASONRY WALL nan LOCATIONS AND SPACING PER PLAN. PER PLAN Ke SCHEDULE OF ANCHORS MARK | ANCHOR | spa -RUCBOLTS aa BETS REMARKS N r 9 | EMBED GRADE ANC-3 L4x3 4-0" 4 1/2” |1 1/8"| 1'-o* | F1554 GR 55 9 SCALE: 1°=1'~0° MASWLANC-—2 ANCHOR RAFTERS TO TRUSSES w/ CMSTI4 X L=3'-0" |= PARAPET FASTENERS: (1) ROW. RAFTER: (5) 16d @ 3”0C. TRUSS : (5) 16d @ 3”0C. ROOF RAFTERS —- PER PLAN | w/ HANGERS: HU38 7 ve eemumemn 4 um —_ a | a eS P< | < LEDGER: 2X10 P.T. HF #1 w/ (3) SDSY4x3Y2” AT 1’7-4”0C INTO BLKG & DBL TOP PR 2X6 BEARING WALL WALL SHEATHING TO EXTEND BEHIND LEDGER 10 WOOD FRAMING JO LEDGER SCALE: 1”=1’—0” WD-FRM—-LDR-1 11 4x6 FLAT BLKG. EACH BAY NAIL STRAP THRU PLYWOOD TO BLKG. w/(6) 8d EA. SIDE. Ny HANGER: HUCQ612-SDS J FACE: (14) SDSY4x2'v2 / BM: (6) SDSY4x2'/2 Vv : Ee FASTEN PWD ROOF SHT’G TO COLLECTOR BEAM w/ (2) ROWS 16d @ 3”0C (46) NAILS MIN. YY 4” MIN. 1 V4 TOP & BOT. steep ACROSS WIND COL w/ CMST14 X 4’-0” (2) 16d @ 60C. COLLECTOR BEAM: 6X8 HF #1 L = PER PLAN. | | STEEL BY4” X 7” EA. SIDE | w/ (4) 9¥/4”6 THRU-BOLTS A307 GR. C. , | | | AT 1'-0"0C AT BME BRC eS WIND COL HSS 5'/2”x5'/2” LM 7 STEEL WIND COL ANCHORAGE 6 SCALE: 1°=1’-0” STE-WIND—COL-—ANC PARAPET TOP RP (2) 2X6. SPAN = 8-0” MAX. SPLICE AT WIND COL. (2) 16d EA. STUD, TYP. 1 ? i 16d @ 12”0C, TYP. | = z Lawes re ae SPLICE ee w=5'/2” XL w/ (4) SDSY4” X 3” EA. SIDE OF SPLICE. 16 |K HSS 5Y2”x51/2” a PARAPET WALL STUDS- 2x6 HF#2 @ 1’-4"0C | = f 7 | | | | | | | NOTE: PWD SHTG w/8d @ 6” 0.C. @ PANEL EDGES 12” 0.C. FIELD PARAPET Al STEEL WIND COL r( \Co PER PLAN CMST14 STRAP AT OUTSIDE FACE w/(2) ROWS OF 10d @ 4”0.C. NAIL STRAP THRU PLYWOOD TO BEAM AND BLKG. Vas WIDTH OF SHEAR WALL iL PER PLAN POST FULL HEIGHT, PER PLAN. SHEAR WALL BLKG & SIRKAPPING SCALE: 1°=1'-0” SW-03G SCALE: 1”=1’-0” STL-WIND-COL-PARAPET—1 43/8” FOR 242"9 PIN (15/4XPING) #6 CLEVIS W/24/2"6 PIN C12X20.7 val Ta a Sad GUSSET B 1"————=+ [7 <a - = ee = ee icc yn NS TS pein ] a tf=3" LV te MIN. TYP. Ay Tait | = +t} SE | SL ef | | RYy2” a AL ves A325-N PLAN 8 MARQUEE DETAIL SCALE: 1”=1'-0 MARQUEE04 1 4 ) _L _ . jp a COL PER PLAN NOTE: ORNAMENTAL FACE RP PER ARCHITECT. EL = 17'-3"+ TOP OF STEEL EL = 16’-0” MAX. TOP OF STRUT W.P. 242" STANDARD PIPE SCHD. RE V I S I O N S DE S C R I P T I O N BY DA T E , MA Y - 9 20 1 0 | | é | UPSET THR’D ENDS | REVERSE THR’D DIRECTION AT OPPOSITE ENDS | | z EL = 13’-6” oS “€ OF WIND COL ANCHORAGE ett TO ROOF FRAMING. | | eae SIDES fn w/ C12, TYP. 7 \s7T) | = y= WP. wel | a | | a oo Z FL = 10°-6” + 1 | _ BOT OF STRUT WP. | | Yo” CLR TS BRACE Sa ee CONSTRUCT WITH INITIAL CAMBER : OF 2” UPWARD. | V SCALE: 1”=1’-0” MARQUEEO1 R 8” —y-h pegs | A, Y4" A325-N BOLT | | Va | GUSSET PB 1” | | PN LLL a's ! 7 ag aortas eee mr = en 458” FOR 21/26 PIN H-O- 1 ——<— W.P.—f (15/4XPIN@) W.P.—f Paces ace a ci Re peers eras Sey ces es ce — ” : ( z ! #6 CLEVIS W/21/2"6 PIN ! | \ 1 4 STRUT | eyo" BRACE _ WIND COLk———_—| / HSS 6X4X1/4 LLV HSS 572°X5/2" - CROSS STRUT | ” 3? U 2°CLR 1H (" 7CLR HSS 6X4X1/4. LV LA P ' Val’ 6 pet CLEARANCE 11/2” TO CLEVIS ARCH. SLOT TS TO ACCEPT—~ KNIFE RB 2” ¥4"6 A325-N BOLT w/ DBL NUT, TYP. DEF stor TS TO ACCEPT KNIFE RB 48” we lA, “—~—cross sTRUT SLOT TUBE TO ACCEPT a | #6 CLEVIS EYE =3” LL —— \ p 1” WIND COL HSS 5'72”X51/2” ta a l e s o n ng i n e e r i n g , P. C . | St r u c t u r a l de s i g n ¢ In v e s t i g a t i o n s e Se i s m i c Re t r o f i t s ST . , Su i t e 23 0 — 51 2 4 24 0 t h 10 0 2 4 SE . KE N T , WA 98 0 3 1 FA X (2 5 3 ) 52 0 - 0 3 8 7 (2 5 3 ) 52 0 - 0 3 8 8 ; Em a i l : ds t a a l @ s t a a l e n g . c o m We b : ww w . o z . n e t / ~ s t a a l e n g Ph e SC O P E OF WO R K ST R U C T U R A L EN G I N E E R I N G FO R NE W CO M M E R C I A L BU I L D I N G IN C L U D I N G VE R T I C A L FR A M I N G , LA T E R A L FO R C E RE S I S T I N G SY S T E M , AN D FO U N D A T I O N . NO AR C H I T E C T U R A L OR SI T E WO R K . PR O J E C T TI T L E : SI M S WA Y PO R T TO W N S E N D , MO R R I S 14 0 8 W. SE A BR E E Z E MA R K E T WA T AR C H I T E C T S K PR E P A R E D FO R : TA F F O R D , GI A GR O U P , PL D C A 68 1 6 CH A M B E R S LO G RD W CR E E K an / WA 98 4 UN I V E R S I T Y PL A C E , SH E E T TI T L E : DE T A I L S 10 - 0 0 2 ST A A L JO B NO . EN G I N E E R : DR A F T E R : CH E C K E R : ST A A L ST A A L IS S U E DA T E : 05 / 0 5 / 1 0 ST A T U S : RE V I E W / B A C K _ C H E C K : FD - 1 0 0 % DA T E IN I T I A L S : DR A F T E R : EN G I N E E R : PLAN SCALE: 1”°=1’—0” MARQUEEO2 2 SCALE: 1”=1’—0” MARQUEEO2 STRUT: 2426 PIPE TS 6X4X1/4 CROSS STRUT LLV MTL. >. 4 SLOPE TO MATCH MTL DECK /4, 12 : MTL ROOF DECK /4 WA 1/72” HSB-36 20 GA ; __ j MAX SPAN 5’-O Re + , $——GRID=tp+/4” | | — r | fd ; __ 2 of i | ete a eel i t Sou’ T THR’D | | id y _ _ S = #6 CLEVIS y w/2Y2"9 PIN WP. ——11 | yf 2 7/16" ROD A36 : | J NOTE: | | | RACE FABRICATOR MAY VARY PIPE, ROD, & | | CLEVIS TO EASE FABRICATION. SUBMIT | SHOP DRAWINGS TO ENGINEER FOR REVIEW LN & APPROVE PRIOR TO FABRICATION. \ MTL. DECK. TORS 3 7 \ 12 FABRICATION OPTION: (2) SLOTS OPTIONAL Mil: ROOF meeN - TYP. @ EA. SLT >= AT VERT | 3/16 (2) SLOTS MIN. AT <— _—— Beal HORIZ. r ! L.3X3X1/4 CONT og a a SLOPE TO MATCH } [ MTL DECK 3 _ SLOT PIPE TO EASE ne 2 ie PIPE PLACEMENT OF ROD C12 MARQUEE DETAIL (g \MARQUEL DETAIL SCALE: 1%’=1'—0” MARQUEEO6 SCALE: 14%”=1'-0” MARQUEEO3 OF