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HomeMy WebLinkAboutB08-0058 Plansrassive rue earner I r.,dLcx rtuuL I uuuuuabUxur rduiL <email address> Newsletter Signup ILLLF. // W W W.VVIILV�V111�V111QLLV11Gl.VV11L rJ1VNUVw ✓.V+a uescnption Contego Passive Fire Barrier is a heavy- bodied, single -part latex designed for use on construction materials such as Oriented Strand Board (OSB), Structural Insulated Panels (SIPS), framing lumber, plywood, trusses, drywall, doors, and more. May also be used on aluminum and steel sheets, round and box steel columns. metnoa When activated by heat or flame, a dense carbon char is formed separating and sheilding the substrate from heat while off gassing displaces oxygen from the treated surface; thus eliminating two of the three components needed for combustion. Features • Protects from heat and fire • Smooth, thin, decorative finish • All components are non -toxic latex 40 Economically priced 0 Fast curing times • Easy repair • Fast drying • May be sprayed, brushed, or rolled • Water clean up Area Calculator Click here Specifications Color White VOC(Less Water) 24.4 Grams /Litre Weight /US Gallon 10.25 Ibs Hazardous Ingredient N/A WHMIS Class Not Controlled Flammability Not Flammable Weight Solids 56.2% Volume Solids 43.7% Specific Gravity 1.29 PH Range 8.0 -8.5 W� Application APPLICATION & HANDLING INSTRUCTIONS CONTEGO PASSIVE FIRE BARRIER INTUMESCENT LATEX PAINT If you purchased this product palletized — immediately check all containers for damage; opened paint cannot be 'salvaged' and a carrier claim will need to be filed for replacement. HANDLING INSTRUCTIONS: • DO NOT allow this product to .freeze. If frozen the intumescent properties of this product may be adversely affected. • Do not allow storage temperature to exceed 100 degrees F (38 C). • If possible, store this product above 65 degrees F (18 C) for 48 hours prior to application — this will aid you during the application process. • Do not reuse opened paint after 48 hours; the curing process has begun and may affect the product's performance. • If you wish to set some paint aside for future touch -up work fill a small clean container completely with fresh paint from a 5 gallon bucket after it has been mixed as described in the 'Application' section below and then seal tightly. APPLICATION INSTRUCTIONS: 1. CAUTIONS • Apply only in a well - ventilated environment with adequate respiratory protection as prescribed by OSHA for all latex paints. • Do not ingest; induce vomiting if this happens. • Avoid contact with eyes; if this happens flush eyes freely with water until all traces of paint are removed. 1 of 2 9/23/2008 8:55 AM ra2lblvc 1'11c 1Ja111c1 I i,atc2k rCUM 1111U11u1awuL 1 CUM • Avoid prolonged contact with skin; paint can be removed with warm water & soap. 2. APPLICATION PREPARATION & RECOMMENDED EQUIPMENT • VERY IMPORTANT: This product must be mixed thoroughly before application. We recommend using a mixing paddle with power drill for a minimum of three (3) minutes at highest speed. Concentrate on the bottom of the bucket periodically moving to the middle and top areas. Product is properly mixed when: (1) there are no solids attached to the paddle after mixing at the bottom and (2) the paint shows a uniform consistency when mixed at the surface. • DO NOT dilute or thin this product with any other liquid. • This product may be applied as any other high quality latex based paint: brush, roller, airless spray - either gravity feed or suction, or compressed air sprayers. • Surfaces must be clean, dry, and free of any grease, oils or other contaminants. Previous layers of paint must be solidly adhered to the surface with no flaking, chipping, or cracks. Bare steel should be primed with red oxide primer or its equivalent. • Spraying is the recommended method of application. The minimum recommended spray setup is 2500 psi (172 bar) with a .015 inch tip (.38 mm). All Contego test applications are performed using a Graco XR5 with a .017 inch tip (.43 mm). • Optimal application temperature is 85 degrees F (29 C); do not attempt application below 55 degrees F (13 Q. 3. SPECIFIC APPLICATION INSTRUCTIONS • Coverage: All coverage rates (except steel, below) are expressed on a 'per coat' basis. A single coat is applied at a rate of 130 sq feet (12 sqm) per gallon. This is equivalent to a wet coat of 12 mil (.30 mm) that will cure to a dry coat 7 mil thick (.18 mm). While under ideal conditions it is possible to apply a single coat of up to 20 -22 mil (.50 -.55 mm) wet, two thin coats are recommended to prevent the possibility of cracking while curing. • Sheetrock (gypsum), OSB (orientated strand board), plywood, structural lumber, and SIPS (structural insulated panels): Requires two coats; the second can be applied when the first is dry to the touch. Full curing of both coats takes 72 hours. • Polyurethane foam insulation (PUF): Also requires two coats but special consideration needs to be given to the condition of the foam's surface prior to application. Age, type, and method of application affects the surface porosity of PUF. Field testing has shown that unless the foam is newly installed and uncut it can absorb a significant quantity of paint. In these cases priming with a quality latex primer /sealer such as Zinnser's Bullseye 123 is recommended. • Structural steel: A final dry film coating of 70 mil (1.8 mm) is recommended for adequate protection. Under proper conditions it is possible to achieve this with 6 coats of 20 mil (.50 mm) wet. Under less than ideal conditions, it may be necessary to apply more than 6 coats at a lesser thickness until a total of 120 mil wet (3mm) is achieved. In all cases the next coat may be applied when the prior is dry to the touch. • Top coating is optional. To add color or sheen to surfaces Contego PFB may be top coated using virtually any alkyd, or enamel paint as soon as the intumescent coating is dry to the touch. To top coat with acrylic or latex spray or roll initial color coat DO NOT RE ROLL OR TOUCH UP until initial color coat is dry. Failure to wait for first color coat application of acrylic /latex to dry may result in the color coat smearing or rolling off on the roller. Once Hirst color coat of latex /acrylic is dry apply second coat. Top coating does not reduce intumescent capability. • Tinting is possible to pastel shades only. Limit tint to 10% of paint volume. Fireproof Paint I Intumescent I Fire Barrier Paint I Fire Retardant Paint Distributors Contego International, Inc. P.O. Box 49, Rochester, IN 46975 info @contegointernational.com, Phone: 1- 800 - 434 -6444 2 of 2 9/23/2008 8:55 AM l ow - ma l imsET UNIT 350, TALISMAN VAIL, COLORADO • T ♦ C EAGLE COUNTY Imo' II93.ri -_ .- , -__w . ABV AbUvt L LEN(aTH AFF ABOVE FIN15HED FLOOR LDT LIGHT AND DRAPERY TROUGH AP ACCESS PANEL LT L16HT TROUGH AC ACOUSTICAL LTL LINTEL ADD ADDENDUM LVR LOUVER ADJ ADJACENT MH MANHOLE ALT ALTERNATE MFR MANUFACTURE (ER) ALUM ALUMINUM MO MA50WY OPENING ARCH ARCHITECT MAL MTL MATERIAL BA5MT BASEMENT MAX MAXIMUM BR6 BFARIN6 MECH MECHANIC (AL) BLW BELOW MC MEDICINE CABINET BVL BEVELED MMB MEMBRANE BIT BITUMINOUS MET METAL BLK BLOCK M METER (5) 5LK6 BLOCKING MM MILLIMETER (5) 130T BOTTOM MN MINIMUM BLD6 BUILDING MIR MIRROR OPT CARPET (ED) M150 M15GELLANEOU5 C5MT CA5EMENT MULL MULLION G CALK (LNG) NAT NATURAL CLG GEILIN6 NR N015E REDUCTION A CT CERAMIC TILE NOM NOMINAL CLR CLEAR NIG NOT IN CONTRACT COL COLUMN NT5 NOT TO SCALE CONG CONCRETE OP6 OPENING CM1 CONCRETE MA50NRY UNIT OPP OPP051TE CONST CON5TRUGTION OPH OPP051TE HAND CONT CONTINUOUS OH OVERHEAD CJT CONTROL JOINT PR PAIR CPR COPPER PK PARKING GUST CUSTOM PVMT PAVEMENT DT DRAPERY TROU-44 PL PLASTIC LAMINATE DTL DETAIL PT POINT DIM DIMENSION PSF POUNDS PER SQUARE FOOT DR DOOR P51 POUNDS PER 5QUARE INCH owl DRAWIN6 PL PROPERTY LINE DF DRINKING FOUNTAIN QT QUARRY TILE ELEG ELECTRICAL) REF REFERENCE E- ELEVATION (5) REF R REFRIGERATOR ELEV ELEVATOR REINF REINFORCE (D), (ING) EQ E60JAL RRQD REQUIRED E)QH EXHAUST RE S RESILIENT EX6 EXI5TING REV REVISION (D), (ING) EXT EXTERIOR REVS REVERSE FOO FACE OF CONCRETE RH RIGHT HAND FOF FACE OF FINISH R RISER FOM FACE OF MASONRY R45 ROD AND 540_F F05 FACE OF 5TUD5 RD ROOF DRAIN FIN FIN15H 0) ROT RECE55M DRAPERY TRACK FF FINISHED FLOOR NATION RFG ROOFING FE FIRE EXTIN6UI5HER RM ROOM FDC FIRE DEPARTMENT CONNECTION RO ROUGH OPENING FHC, FIRE H05E CONNECTION RI5 ROUGH 5AHN � FIRE EXTINGUISHER CABINET 5Iti6 SEALANT OTERIOR) Fib E' FIREPROOFING, SPRAYED 514 SHEET METAL FL6 FLA5HING SIM 51MILAR FLR FLOOR (IM) SG SOLID GORE FD FLOOR DRAIN 5PEC 5PEGIFICA1ION (5) FT6 FOOTING 50 5QUARE FND FOUNDATION STD STANDARD FBO FURNISHED BY OTHERS ST STAIN FPHB FREEZE PROOF H05E BIB 5TL STEEL FUR FURRED (IN6) 5D STORM DRAIN 6A 6A615, GAUGE 5TR 5TRUGTURAL 6V TEL TELEPHONE 66 6E ERAL CONTRACT (OR) TV TELEVISION 6L T T EL E VISION GYP GLASS, GLAZING T46 TONGUE AND GROOVE BOARD T.O.P. TOP OF PLYWOOD HB H05E BIB H05E BB T.O.SLAB TOP OF SLAB HDW HARDWARE T.0.5, TOP OF STEEL HDR HEADER T.O.W. T O F WALL HVAG HEATIN6NENTILATINl TR` TRANSO M HT HEIGHT T TREAD HOLLOW CORE TYp TYPICAL H"M HOLLOW METAL UNO UNLESS NOTED OTHERH15E HOR HORIZONTAL VB VAPOR BARRIER H HH HOT WATER HEATER VIF VERIFY IN FIELD INCL INCLUDE (D), (ING) VERT VERTICAL . ID INSIDE DIAMETER VGT VINYL COMPOSITION IBC INSTALLED BY CONTRACTOR WC WATER CLOSET LBO INSTALLED BY OVER IP WATER PROOFING INS INSULATE (D), (ION) LAW MELDED WIRE FABRIC INT INTERIOR N WIDTH, WIDE ,IC JANITOR'S OL05ET WDW WINDOW KIT KITCHEN NO WITHOUT LAM LAMINATE (D) ND WOOD LAV LAVATORY LH LEFT HAND rf 3 N V SECTION REFERENCE A4.a DETAIL REFERENCE T. O. BEAM _ EL. IOQ' -I 1/4" HEIGHT REFERENCE ( : a )__ GRID BUBBLE A REVISION REFERENCE 1 4 A8.1 2 3 INTERIOR ELEVATION REFERENCE •o!7 �9 WINDOW TAG 23 DOOR TAG - - l ' .. MATERIAL BREAK 5/8" 6YPBD. t i I NSUL. LIGHT 6F�U6E 5Tl A2.0 DEMO PLAN FINISHED FLOOR I ! � I ���U FLOOR A O . O i "' • ""' i "' i i FL OOR '"' • i i III.... n IMIAR 25 2008 AKER ARCHITECTS P.O. BOX 2762 EDWARDS, COLORADO 81632 970.926.6690 970.926.6694 FAX � o;iii� 1 1! I I lllli' 1111i III, A 6 1 R • f • f • • sr • is _fi T T 1 I G I ( _(i� COPYRIGHT 2007 J�� \,�� Kirk Aker Architects. Arl OIG 01' rye. � aF EARTH PLYWOOD � WASHED GRAVEL FINISH WOOD STONE MASONRY WOOD -ROUGH ° • STRUCTURAL CONCRETE BLOCKING CONCRETE MASONRY UNIT GYPSUM BOARD BATT INSULATION STEEL /METAL AS NOTED RIGID INSULATION " " " " "_" FINISH FLOOR rf 3 N V SECTION REFERENCE A4.a DETAIL REFERENCE T. O. BEAM _ EL. IOQ' -I 1/4" HEIGHT REFERENCE ( : a )__ GRID BUBBLE A REVISION REFERENCE 1 4 A8.1 2 3 INTERIOR ELEVATION REFERENCE •o!7 �9 WINDOW TAG 23 DOOR TAG - - l ' .. MATERIAL BREAK 5/8" 6YPBD. t i I NSUL. LIGHT 6F�U6E 5Tl A2.0 DEMO PLAN FINISHED FLOOR I ! � I ���U FLOOR A O . O i "' • ""' i "' i i FL OOR '"' • i i III.... n IMIAR 25 2008 AKER ARCHITECTS P.O. BOX 2762 EDWARDS, COLORADO 81632 970.926.6690 970.926.6694 FAX � o;iii� 1 1! I I lllli' 1111i III, A 6 1 R • f • f • • sr • is _fi T T 1 I G I ( _(i� COPYRIGHT 2007 J�� \,�� Kirk Aker Architects. Arl OIG 01' rye. � aF 0 s AlJ A f`�J A53 /E3 A A53 e M o to 04 �_ CV ?C _ y M REMOVE EXISTING WINDOW 4 I I REPLACE W1 SLIDING DOOR ' D- TO MATCH EXISTING T UPPER .STAIR +rj '' 4 y ♦j 4-j ; REMOVE RADIATOR ' A53 :F. T I D A53 A53 .. .• .• ...... - A53 REMOVE EXISTING I ; _ _ _ _ B OX BEAMS AND TRACK LIGHTING .•w, REMOVE I I /` ( I I MIRRORS I (� ( I I fA REMOVE EXISTING LIGHT F12MRE REMOVE STRIP WALLS TO GONG. ( MIRRORS AND ... : z i MANTLE LL A53 I ( I ( ` I I A53 ... _. --'' - - - - - -- -- - - - - -{ .-- - - - - - ... ( � � � I - ., � ALL EXISTING ( ( OPEN TO BELOW PLUMBING FIXTURES TO BE r REMOVED jt I REMOVE EXISTING +ay 's :. I NDOWS W GA5EWORK ',. EXISTING GL05ET TO BE REMOVED :r' REMOVE ALL :!• ( REMOVE DROPPED �� JJ GEILIN6 ; EXISTING �; KITCHEN z Q APPLIANCES EXISTING CLOSETS TO BE REMOVED► Y I I L e ALL EXISTING PLUMBING FIXTURES TO BE � REMOVED :i ALL EXISTING I I ALL EXISTING t PLUMBING FIXTURES TO BE REMOVED EXISTING CLOSETS TO BE REMOVED PLUMBING FIXTURES TO BE ( ' REMOVED I 5TORAGE I I 1Sf�1®� DATE (• •:(• •� : (. j • { 5E► 11.20m SET 02:0646 I PR06M6 ��: A6WCAAT",l SET 0221j06 ;�•: PEF"T SET 031848 5 E 453 453 A53 453 CopyluG Kirk Aker Archl 2 007 , INC E UPPER L=\/=L PEMOL I T I DN PLAN =X I aT I N� MAIN LEVEL VEMOL I T I ON FLAN , 50ALE: 1/4" = V - TO BE DEMOLISHED A2A SCALE: 1/4" = 1'--O" - TO BE DEMOLISHED 42.0 A2 t • I � a S I f UPPER STAIR GUARDRAIL + HAND RAIL f I • OPEN TO BELOW o Ti _o (14) 11" TREADS (15) EG. RISERS 0 A HEIGHT = W-10" "'IN IBUNK RM. HD. 5c'RIM WALL STORAGE DESK DESK HAL LWAY RE: 200 156 1025.1 EXCEPTION 2. LINE OF G ...... ABOVE PROVIDE MECHANICAL I BATH VENTILATION FOR THIS SPACE TO MEET 2003 IE3G SECTION 1203.1. GUEST BR. SEE ELECTRICAL PLAN FOR NOTE ON ILLUMINATION LEVELS EXISTING NA5HER/DRYER lopq head room STORAGE ti E3 rA A53 -NEH NALL5 - EX15TIN(5 HALLS i Ice I rl> Lei 05 GUEST BR. A - NEH HALL5 = - EX15TINC7 HALLS • • • • • • 4 • COMM 2407 Urk Aker Architects, we A2.1 L /E3 KA DECK z :? REPLACE EX15TIN& NON. V SLIDING 00OR TO MATCH EX15TINO 10 'A (14) 11" TREADS LIVING A LENGTH = 12'-10" R15ER5 07.0625" A HEIGHT = V-10" HANDRAIL - LINE OF 5TAIP-5 ABOVE. L �7 1 STORAGE LINE OF LOFT ABOVE OVENS — -------- D I NING INING M REF. . IKITCHEN] l GOOKTOP HAL LWAY y ,� _ 51NK� ;Apd 0 0 o N J > 0 COMM 2407 Urk Aker Architects, we A2.1 L /E3 KA DECK z :? REPLACE EX15TIN& NON. V SLIDING 00OR TO MATCH EX15TINO 10 'A (14) 11" TREADS LIVING A LENGTH = 12'-10" R15ER5 07.0625" A HEIGHT = V-10" HANDRAIL - LINE OF 5TAIP-5 ABOVE. L �7 1 STORAGE LINE OF LOFT ABOVE OVENS — -------- D I NING INING M REF. . IKITCHEN] l GOOKTOP HAL LWAY y ,� _ 51NK� ;Apd 0 C C%") co T- oo C-4 Co - m CCO4 C X C) C 6 CY) C:) x iZ Lij LL- 4--J • Ave ROOF T.O. 5LAB EL. 1&(o'-4" LOFT T.O. 5LAB r L EL. 177'-10" T X P.-. Z 0 UPPER LEVEL T.O. 5LAB EL. ho Copmcur M7 Kirk Aker kchitftts. INC EXISTIN6 SOUTH ELEVATION 3 DJECN-E- 1/4' = 1'--0' ,EXISTIN6 NORTH ELEVATION WJSCALE: 1/4' = 1'--0' ENLARGED VIEW OF UNIT B02 EXISTIN6 SOUTH ELEVAITON TRIM TO MATCH EXISTING REPLACE NDN I^V SLIDING DOOR TO MATCH EX15TIN6 TnJrF-. ELEVATION SoAlB 1/2" = V-0" ROOF T.O. SLAB EL. 1836-4" LOFT T.O. SLAB,,L EL. 177'-10" 1' UPPER LEVEL T.O. SLAB EL. 16XV-0" !0ftf f!0% ---,\ r%OFOSEI� SOUTH ELEVATION I - T !TV SCAM, 1/4" = V-0* KSM mm A �tK- u a) 4--J I I u I Aom z =30 coffmciff 2007 Kirk Aker Architects, INC A3.1 FROFOSM;� SOUTH ELr-\/AITON Q (: NMI Vt coffmciff 2007 Kirk Aker Architects, INC A3.1 FROFOSM;� SOUTH ELr-\/AITON Q (: NMI a/ �B 3 1/2' '3 1/21� 15116m -3 3/4' - RD. 15116" 30 L 5/8* T-10 3m - R.O. L L 1 3 4'-5' 4` -5' 4L5' L L I -- F - 1, v 1 =1 I BUILT—IN OL05ET BEYOND BATH 1 PELLA ALU.GLAV AWNING NDNS - MEGH. OPERABLE UPPER LEVEL T.O. SLAB EL. 1/2" MAIN LEVEL T.O. SLAB EL. 16a' -O" ==CTION SCALE: 1/4" = 1'--0" rB ( L �1 15i-8 3/4' - PLO. 15 1/4" �11111.i F-1 ---j 7 r - 7F - 7 ee l i 'oo� . /42" GUARDRAIL 3' TYPICAL 0 STRUCTURAL STEEL: PAINT kq/ INTUME5GENT PAINT - 30 MIL. DRY FILM THICKNESS. FINISH GOAT - ONE LAYER LAYTEX, COLOR BY ARCHITECT, PELLA ALU.GLAD AWNING 1A0K5 - MECH. OPERABLE ROOF T.O. SLAB EL. EXISTING CHIMNEY LINE OF GONG. WALL BEHIND 1 1/2" HAT CHANNEL I I UPPER LEVEL T.O. SLAB EL. 1/2 56" GUARDRAIL + HANDRAIL KITCHEN BEYOND FuVINGI I ( I x F.P. MAIN LEVEL T.O. SLAB f . EL, I(bq' j T: 7 �M.0)SCALE: 1/4" = 1' ROOF OIL T.O. SLAE', \ F EL. 186-4" UPPER LEVEL T.O. SLAB_ _ EL. 17 - 7 1 -cl 1/2 MAIN LEVEL T.O. SLAB 12 Q 12 &F /0 A -k rE �i r-� rG Y .0 m RE: 2005 IBC 1025.1, OPH OPH EXCEPTION 2. A22 PROVIDE ME GHANIG AL VENTILATION FOR THIS SPACE TO MEET 2005 !MFGHANIGALLY OPERABLE YV IBG SECTION 1203.1. SEE ELECTRICAL PLAN is FOR NOTE ON )> ILLUMINATION LEVELS ROOF MECH. AREA 12YO (14) E0. TREADS @ 11" EA. I GUESTIBR. 21 rx 12 SLAB UPPER LEVEL T.O. II ��III ® � � I r e , t-Z /7 L--j SLIDING DOOR TO STORAG MATCH EXISTING TYPICAL @ STRUCTURAL STEEL: PAINT K/ INTUMESCENT PAINT - .-IOMIL. S`CTION DRY FILM THICKNESS. FINISH COAT — ONE rA LAYER LAYTEX, COLOR BY ARCHITECT. A4.0 SCALE: I 1 0 MAIN LEVEL T.O. SLAB EL. 16q O z • COPYRIGHT 2008 Kirk Aker Architeets, INC A "MI A CTION rf3 \,A4,0 ISCALE: 1/4" = V--O'" /E3 30 -3 1/2" 1 lr?A(o* L) L 4 T-103/4" RD. IL I III 3 • F� mum 6-3 3/4' R.O. I 13i-3* 4i-5 4i-5' 4!-5' II 1 3 I M 9:4 0 14 1 15k-6 3/4* RD. MAIN LEVEL T.O. SLAB EL. le>q'-O' v l BUILT-IN GL05ET BEYOND '*"r= Co T 10 N A4.0 SCALE: 1/4" 1'-0" Al A i ■n mm 1-4 1/4' 36' 6UAfRDRAIL + HANDRAIL KITCHEN BEYOND 1100 ww _ � iw wwwl■�i lw� PELLA ALU.CLAD AWNING NOK5 - MEGH. OPERABLE UPPER LEVEL T.O. SLAB EL. 177-cl 1/2" UPPER LEVEL T.O.5LAf3 117'-q 1/2" /X MAIN LEVEL T.O. SLAB EL. I(ocl'-O" Jul SE CTION Zzi 4.0) SECTION SCALE: 1/4" = 1'-0" MAIN LEVEL T.O. SLAB EL I (ocl' O il • • all, oil p ItIM4 COPYRIGHT 2008 Ki Ake, Architects, INC '� 1 TYPICAL o STRUCTURAL STEEL: PAINT N/ INTUME5GENT PAINT - 70 MIL. DRY FILM THICKNESS. FINISH GOAT - ONE LAYER LAYTEX, COLOR BY ARCHITECT. PELLA ALU.GLAD AWNING NDN'5 - MEGH. OPERABLE ROOF T.O. 5LAE3 EL. 186-4 EXISTING CHIMNEY LINE OF GONG. WALL BEHIND 1 1/2" HAT CHANNEL ROOF � 6 ' -4 " LAB UPPER LEVEL T.O. 5LA13 — EL. MAIN LEVEL T.O. SLAB - 9 0 EL. I(bql-oll Oi l ROOF T.O. SLAB EL. 156-4" 12 le, UPPER LEVEL T.O. SLAB 7 F- v- 36' 6UAfRDRAIL + HANDRAIL KITCHEN BEYOND 1100 ww _ � iw wwwl■�i lw� PELLA ALU.CLAD AWNING NOK5 - MEGH. OPERABLE UPPER LEVEL T.O. SLAB EL. 177-cl 1/2" UPPER LEVEL T.O.5LAf3 117'-q 1/2" /X MAIN LEVEL T.O. SLAB EL. I(ocl'-O" Jul SE CTION Zzi 4.0) SECTION SCALE: 1/4" = 1'-0" MAIN LEVEL T.O. SLAB EL I (ocl' O il • • all, oil p ItIM4 COPYRIGHT 2008 Ki Ake, Architects, INC '� 1 TYPICAL o STRUCTURAL STEEL: PAINT N/ INTUME5GENT PAINT - 70 MIL. DRY FILM THICKNESS. FINISH GOAT - ONE LAYER LAYTEX, COLOR BY ARCHITECT. PELLA ALU.GLAD AWNING NDN'5 - MEGH. OPERABLE ROOF T.O. 5LAE3 EL. 186-4 EXISTING CHIMNEY LINE OF GONG. WALL BEHIND 1 1/2" HAT CHANNEL ROOF � 6 ' -4 " LAB UPPER LEVEL T.O. 5LA13 — EL. MAIN LEVEL T.O. SLAB - 9 0 EL. I(bql-oll Oi l ROOF T.O. SLAB EL. 156-4" 12 le, UPPER LEVEL T.O. SLAB I NALL MATERIAL REMO\/r-p CID FOR CLARITY co i • � r-1 M C,4 /4° cL w m ty RATE 2xI GUARDRAIL Ln Ab.1 4-1 :zip u ° ° t a UPPER LEVEL 3 ° ° 0_ T.Q. GONG. EL. 177' -a I/2" 1/2" ROD ' _0 a SQUARE PROFILE RATE 2xl HANDRAIL a « s ° BEND A5 TIGHT A5 P0551 BLE DESK 112 "N RIVET TO SUPPORT / \ \ / . HORIZONTAL RODS pp (2) R 1/4x2 VERTICAL � I WD. TREAD \ / MAIN LEVEL i T.O. GONG, EL. 16a' -O" V lu_ OPEN TO LIVING BELOW MAIN LEVEL i T.O. GONG. EL. 16a' -O" ,o o, ,o o, jo o, ,o o, �o o� !o o! 3 L "V i HANDRAIL TO RETURN INTO LOFT GUARDRAIL i �-- " i RATE 2xl GUARDRAIL ----- (2) R If4x2 VERTICAL i i i T7 P. i i =3 I TA Y .::. .............. _ , ................ _ ..... . ............ :. ..:.:......:.:::::.:. ... r I _ i m _ i i i m i i i i U PPER EVE U L EVE L i i i i I p T .Q. GONG. ...........w.,.._..,..._ ..,.,......,.....,.,.,.... EL. 177' -a 1/2" i 2 / 0 — I 15 1+0Ra DATE, A- C606IATION 5ET 0221:48 PERMIT SET 03.18,48 ELELTRIGAL Ici51JE 08.144 . -..e._ ,. — — — — i MGNICHOL5 .200" ON 1/2" :. -. m GONSTWTION 15+5UE 08.2108 STL. PLATE METAL PANEL i — — — — — — — A6. 141 roc xx418 i 41641 , � i r f I ' RATE 2x1 HANDRAIL � I COPYRIGHT 2008 Kirk Aker Ambiteets, INC — (2) R I /4x2 VERTICAL ' RAIL WELDED TO 1/4" i ' BENT RATE 5TAIR5 ........, r ' BUN< RM. ;f � EQ. � �. - .......... ............. .. ........... ....... _ t F.O. GONG. FLOOR A6 i 11 /2' 4162 MAIN LEVEL i T.O. GONG. -'t✓rJ UPPER LEVEL T.O. LONG. -------------------------------------------------------------------------------------------------------- EL. 16a' - Q" �• NC RTH ELr—\\/. EL. 177' -q 1/2" 3 41641 5GALE: 1 /2 " w , 1_ LOFT , 5TAI*K'*% PLAN �, REVISED .���� 41641 5G,4LE 1/2 = 1' -0 11 09.15.08 1/2"(P RIVET TO SUPPORT HORIZONTAL RODS (2) t 1/4x2 VERTICAL RAIL - Typ. i 1/2" ROD - SGUARE PROFILE WD. TREAD 1/4" BENT RATE STAIRS RE: 1/52.1 RATE 1/2xO'-5 5/4"x0 - WELDED TO BENT RATE STAIRS (2) 1/2'V RIVETS TS 6x3xl/4 BACK BONE GOVT. RE: STRUGT ILIN6 PETAIL m 'LATE 2xI HANDRAIL - WELDED TO (2) RATE VERTICAL RAILS C I F 1/2"d) RIVET TO SUPPORT HORIZONTAL RODS 1/2" ROD - 5GUARE PROFILE (2) k 1/4x2 VERTICAL RAIL (2) 1/2"(P RIVETS RATE 1/2x0'-3 5/4"x0'-5" - WELDED TO BENT RATE STAIRS 1 1/4" THK. WD. TREAD 1/4" BENT RATE STAIRS RE.- 1/52.1 loo*) E T AI L (2) Z 1/4x2 VERTICAL RAIL 1/2"(P RIVET TO SUPPORT HORIZONTAL RODS 1/4" BENT RATE STAIRS RE: 1/52.1 1/2"(P RIVETS TE 1/2x0'-5 3/4"xO'-3" MELDED TO BENT RATE AIRS 6x3x1 l4 BACK BONE )NT. : 5TRUGT mm I's a EXISTING TILT-UP GONG. WALL PANEL 1 1/2" HAT CHANNEL 2 1/2" T46 ND. LAP l k� PROFILE 3 -2" 0 1 . 611 T5 6x5x1 /4 BACK BONE PER PLAN RE: 5TRUGT A6.1 I i It 1/4x2 VERTICAL RAIL WELDED TO 1/4" BENT RATE 5TAIR5 RATE 1/2x0'-3 5/4"X0 WELDED TO BENT RATE 5TAIR5 A( W moll STAIR PETAIL M•1) SCALE: 1 1/2 = 11-011 =D LED \L ■ I4 m _F �TION5 GK BONE COPYRIGHT 2008 Kirk Ake, Architects, INC 1/2 WD. TREAD 1/4" BENT RATE STAIRS RE. STRUCT I L 2 R r M &W, 1/4" BENT RATE STAIRS RE: 1/52.1 T5 e>x5xl/4 BACK BONE GOVT. RE.- 5TRUGT AILINIS-7 Ew""ETAll! ti m _F �TION5 GK BONE COPYRIGHT 2008 Kirk Ake, Architects, INC 1/2 WD. TREAD 1/4" BENT RATE STAIRS RE. STRUCT I L 2 R r M &W, 1/4" BENT RATE STAIRS RE: 1/52.1 T5 e>x5xl/4 BACK BONE GOVT. RE.- 5TRUGT AILINIS-7 Ew""ETAll! rd LM-m T.O. GUARDRAIL 3' -b" ABV. FF. RE: I /A(a.2 RATE 1/4x0'- 2 "x0' -2" - WELDED TO VERTICAL RATE GUARDRAIL ABOVE 1/4" 1/4" RATE 1/2" I" 1 ° 1 /4xO'- 2 "xO' -2° ' - WELDED TO VERTICAL RATE 1/2" I" 1/2 1/2 I" ° / 1 /8x0' -I" -GOVT. -------- - - -� -- — - -� - -- — MGNIGHOLS — 5GUARE (2) V /4x2 VERTICAL (2) 1/2" IP RIVETS PERFORATED WELDED TO 1/2" THK. .200" ON 1/2" STL. PLATE RATE GOVT. RATE I /SXO' -I" -GONT. (2) 1 /2 "QP RIVET5 RA I L I NS7 PETA PLAN .6.2 5(, 1 1/2" = I' - O" ❑ ❑ ❑ ❑ ❑ ❑ ❑ n i ' I ❑ ❑ n ❑ ❑ C I O ❑ ❑ ❑ n ❑ n ❑ ❑ ❑ ❑ ❑ n ❑ ❑ ❑ n ❑ in ❑ ❑ fl ❑ fl ❑ ❑ ❑ n ❑ ❑ fl ❑ fl ❑ ❑ n fl ❑ ❑ ❑ ❑ ❑ ❑ 0 � ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 ❑ ❑ n ❑ ❑ ❑ ❑ ❑ n fl ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ n ❑ n ❑ n n n ❑ n n ❑ ❑ ❑ n ❑ fl n n n ❑ n ❑ ❑ ❑ fl ❑ ❑ ❑ n ❑ n ❑ ❑ ❑ n ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ fl ❑ ❑ n n ❑ n ❑ ❑ ❑ n n ❑ ❑❑❑ n❑ fl❑ fl ❑ n n❑ n n n❑ ❑ ❑ ❑ ❑ ❑ ❑ n fl ❑ ❑ ❑ ❑ ❑ n ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ n ❑ ❑ ❑ ❑ ❑ n ❑ ❑ ❑ ❑❑ fl❑ fl❑❑❑ ❑ n❑ n fl n fl fl n ❑ ❑ fl ❑ ❑ ❑ ❑ ❑ fl ❑ ❑ n ❑ ❑ ❑ fl fl ❑ ❑ ❑ ❑ ❑ fl ❑ ❑ ❑ n ❑ ❑ ❑ ❑ ❑ n ❑ ❑ ❑ fl ❑ ❑ ❑ ❑ n n ❑ n fl fl n ❑ ❑ ❑ ❑ fl ❑ ❑ ❑ fl fl n ❑ fl ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ fl fl fl ❑ ❑ ❑ ❑ ❑ ❑ ❑ n ❑ fl ❑ ❑ ❑ ❑ ❑ ❑ fl fl n n n n n n ❑ fl ❑ ❑ ❑ fl ❑ ❑ ❑ ❑ fl ❑ ❑ 1030 ❑ 10110 ❑❑ fl fl❑ 0 n n fl 0 ❑ ❑ ❑ ❑ n ❑ ❑ ❑ ❑ ❑ ❑ ❑ n ❑ ❑ ❑ ❑ ❑ n ❑ n ❑ ❑ ❑ ❑ ❑ ❑ n ❑ ❑ n CV ❑ ❑ fl ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ fl n ❑ n ❑ ❑ ❑ ❑ ❑ n fl ❑ ❑ n n fl fl fl ❑ ❑ ❑ ❑ n ❑ n ❑ fl ❑ ❑ ❑ ❑ n ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ n ❑ ❑ ❑ ❑ ❑ ❑ n n ❑ fl fl ❑ ❑ fl ❑ ❑ n ❑ c ❑ ❑ ❑ ❑ ❑ n ❑ n fl ❑ ❑ fl ❑ ❑ ❑ ❑ ❑ n ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ n ❑ ❑ ❑ fl fl ❑ n n ❑ ❑ ❑ ❑ ❑ ❑ n n ❑ fl ❑ ❑ ❑ fl fl ❑ ❑ ❑ ❑ ❑ ❑ ❑ n ❑ ❑ n ❑ ❑ ❑ n ❑ ❑ ❑ fl fl n ❑ --- ❑ n ❑ ❑ ❑ fl ❑ fl ❑ ❑ ❑ fl ❑ 0 07 ❑ ❑ ❑ ❑ 0 ❑ ❑ ❑ ❑ ❑ fl fl ❑ ❑ ❑ ❑ ❑ ❑ ❑ n ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 n fl❑❑❑ fl a n ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I p ❑ ❑ n ❑ ❑ ❑❑ fl n❑ ❑ TT fl n n 0 0 fl 11 n 0 0 0 0 0 0 0 0 0 0 M RATE 2xl HANDRAIL - WELDED TO (2) RATE VERTICAL RAILS RI /4x2 VERTICAL CHOLS " ON 1/2" PLATE ti_ `7p C12x2O.7 - PER PLAN W/ 3/4 "fi EPDXY ANCHOR 36" O.G. INTO 8" HOLLOW CORE SLAB RE: 5TRUCT i r r 1/4" BENT RATE 5TAIR5 - WELDED TO T5 bx3xl /4 4 G12x20.'7 RE: 5TRUCT T5 &x3x1/4 BACK BONE GOVT. - WELDED TO G 12x20.7 RE: 5TRUCT (2) V /4x2 VERTICAL T.0.5. 1=1 = M. TREAD 1/4" THK. RATE GOVT. WELDED TO CHANNEL 612x20.7 - PER PLAN W/ 3/4 "N EPDXY ANCHOR @ 36" O.G. INTO b" HOLLOW GORE 5LAB RE: 5TRUCT !W1 5° — FINISHED FLOOR 4" - CARPET UPPER LEVEL T.O. GONG. EL. = 177' -a 1/2" a EXI5TIN0 5" HOLLOW CORE PRE.6A5T GONG. W/ 2 1/2" GONG. TOPPING a -�-et —PLASTER VENEER FRY- REGLET "Z" REVEAL MOLDING $S��o G12x2O.'7 - PER PLAN RE: 5TRUGT F.O. EXI5TIN(5 GONG. FLOOR STEM'' PETA I L F R. Ab.2/ 50 3" = I'--O" I 1/2" THK. RATE CONT. WELDED TO 1/4" RATE 4 (2) VERTICAL V /4x2 FINISHED FLOOR - CARPET UPPER LEVEL T.O. GONG. f=i = 1 -cl 1 /'>" Cl �m n 1/4" i 1, TE 2A HANDRAIL MELDED TO (2) RATE .RTICAL RAILS V /4x2 VERTICAL �NI GHOL5 )0" ON 1/2" L. PLATE 4 AR .( ° • 0 S V D . r w. - 0115 0 , " • rye II ♦i ♦; 1 / i COPYRIGHT 2008 Kirk Aker Architects, INC e- • EXI5TING S" HOLLOW GORE PRE.GA5T GONG. W/ 2 1/2" GONG. TOPPING - PLASTER VENEER - FRY- REGLET "Z" REVEAL MOLDING IL i 5TRU(:. L SFEG F C,,, T ONS 1) All cast in place concrete must be made with Portland cement and attain minimum compressive strength of 3000 psi after 28 days (minimum compressive strength of 4000 psi after 28 days for concrete used in slabs). Design based upon BUILDING CODE RFOUIREMENT5 FOR REINFORCED CONCRETE (AGI 318), Iggq. Concrete placement to conform with CGonstruction Requirements as defined in AGI 318. 2) Reinforcing steel 1s A5TM Grade 40. All welded wire fabric must conform to A5TM A185. Reinforcement placement shall conform to MANUAL OF STANDARD PRACTICE, 2001 as prepared by GR51. All lap splices to be minimum 36 bar diameters, all horizontal reinforcement to be continuous around corners and at wall intersections. Minimum reinforcement protection- - concrete poured against earth 3 - concrete poured in forms 2 - concrete slabs I 1) Structural steel shall be A5TM A36 or better except Wide flanges shall be Agg2 or better, pipe columns (noted on plans as pipe, In manual as H55 round) which shall conform to A5TM A500, Grade B (Fy =42 ks or better, tube steel columns (noted on plans as T5, in manual as H55 rectangular or square)whlch shall be A500 Grade B (Fy =46 ksi) or better, anchor bolts and bolts shall be A325 or better. All structural steel is to be detailed, fabricated, painted and erected in accordance wJth A15G STEEL CONSTRUCTION MANUAL, 2005 and CODE OF STANDARD PRACTICE. All welding to be performed by a certified welder and conform to A15C and AW5 STRUCTURAL WELDING CODE, 2000, all electrodes to be EE - - 7OXX . Grout beneath all base plates and beam bearing plates shall be non - shrink epoxy with minimum 28 day compressive strength of 5000 psi. All Truboit Wedge Anchors and Epoxy Anchors to be installed according to manufacturer's specifications and details. 2) Sheath upper level floor with 0.6G Conform 24 gage metal decking installed according to manufacturers specifications and details. 3) Live loads used for design- - Roof - 80 psf snow (6:12 pitch). - Floor -50 psf residential. - Deck -100 psf. - Wind -ciO mph (3 second gust), Exposure B. - Earthquake -Zone G -113G. 4) All construction must comply with the 2003 International Building Code as adopted by the Town of Vall Building Department and the OGeneral Conditions of the Contract for Construction (AIA Document A20I). All construction must be completed within the tolerances described in the mResidential Construction Performance (5uldelinesA as prepared by the NATIONAL ASSOCIATION OF HOME BUILDERS. 5) All structural members are shown in their final positions properly braced and supported during construction it may be necessary to temporarily shore portions of the structure while other portions are being constructed. Contact the engineer for consultation as required. 6) General Contractor is responsible for all non - specified connections, contact engineer for details as required. The engineer is to approve all structural substitutions. 7) General Contractor is to coordinate all diaphragm penetrations (i.e., chimneys, plumbing, sewers, etc.) through floors, walls, roofs and foundation walls with appropriate sub - contractors. General Contractor Jr, responsible for the means, methods, techniques, sequences, procedures, workmanship, seasonal scheduling and Job -site safety associated with this project. The General Contractor Is to verify all dimensions and elevations with the architectural drawings. Notify engineer of all conflicts and omissions between various elements of the working drawings and the existing conditions prior to commencing with that portion of the project. General Contractor 15 to Inspect remodel projects and verify prior use and proper disposal of existing materials (i.e., asbestos, etc.) as required by code. Identity of all existing hidden structural plans based upon plans by EVERETT /ZEI(5EL ARCHITECTS, AIA dated 1'7 July 1cf70. 8) All materials exposed to exterior and or moisture conditions shall be treated for these conditions (i.e., chemical treatment, staining, painting, domproofing, membranes, flashing, etc.) as required by code. All materials to be treated for fire resistance as required by code. 11) Furnish one set of shop and erection drawings for reinforcing steel, structural steel, plant fabricated wood foists and glued- laminated timber to the engineer for review and approval prior to fabrication, when shop drawings are prepared by the appropriate subcontractor. e 1 ; f • i Mm 4 52.0 6 -2 3/(6" 3 20' -i° 3' -2 3116" V-2 1/2' 0 ... .. ............ ...... . T5. 2x2xl/4 GONT. T.0.5.= ITT -10" - # .... - r_T5. 2x2xl /4 CONT. 1/2" CLEAR �.. 51M. 52.1 T.0.5,= I - 77' -6 112" J I 1/4 ' ..... (...... .....� . ............. ,� F.O. GONG. FLOOR 1 I ( [ 12x20.7 GONT. - T.O.5.= i77 - 5/4 W! 5/4 "0 EPDXY ANGHOR,5 ® 56 O.O. OP 52A 1 3 4 52 52A 511 5#.1 r d d ED6E OF EXr5TIN6 GONG. FLOOR UPPER LEVEL - OL- T - , - O — GO T EL. 1TV -1 1 /2" U FE"w" LEVEL r-` M I N6 " 51.0 50ALE: 1/2 = 1' - 1 • Vw it1► 3 i FaIMINARY STL 15RE 08.12M ELEGTWGAL 15511E 08.14:08 CONSTRUCTION 156M 08.21A8 / Z CopmGAT 2008 Kirk Aker Architects, W at T5. 5 "x2 "x l /4" T.0.5.= 177' -6 1/2" 3 15/16' i - SECTION jSCALE: i/2 = v-o" I S = GT ­-,==CT10N )SCALE: 1/2 = If-oil I v VAorlens n 51.1 )SCALE: 1/2 = i f -a t I , 0 ;,! V" , C,12x2O. 2 '7 UPPER LEVEL 52.1 T.O. LONG. 0 0 EL. IIT-(I 1/2" 1 52J 2 1/4" BENT RLATE 5TAIR5 2" T5 6x5x1 /4 BACKBONE GONT. - PER PLAN NO.TREAD5 T5 6x2xl/4 GOLUMN 51 PER PLAN 5 52.1 52.1 52.1 1/2 BASE tLATE W (4) - 1/2"4 EPDXY ANCHORS MAIN LEVEL T.O. GONG. EL. 16XV-0" 3i-4 3/4" V-1 1/4' - , - --�STAIR SECTION NN I IIN 0 !!!I lik M_ S1.1 _ftz m :X <w Q (O COPYRIGHT 2008 Ahit.U, INC ft S1.1 _ftz m :X <w Q (O COPYRIGHT 2008 Ahit.U, INC S1.1 1 2'm 9 w T ro T �( F52.0 V 52.0 OPH. T"rF.r I ` � 52.0 TYP. E3 52.o 1 !!!I -. 241 0 At EMON RMIMZMRMRM M 1 g M 9 w T ro T �( F52.0 V 52.0 OPH. T"rF.r I ` � 52.0 TYP. E3 52.o 1 !!!I S 1 92 :. EMON RMIMZMRMRM M 1 g M COPYMGHT 2008 7 Kirk Aker Arobdtects, INC m S 1 92 1 1/4" 3 I/2" 5 15/16 1�9 K�T m - 1 1/16° 3/16 CV CV 1/4 8" 1/2 PLATE TO 114 g° 1/2" PLATE 1/2" ?LATE BETWEEN GHANNELS ][CIOx30 (4) 5/4"(P RIVET ?I /2 "x6 "xl' -I" BETWEEN CHANNELS #2 1/2 GLEVIS FOR 3/4 "4) THREADED ROD, 1/2" GRIP AND 3/4 "(P PIN 3/4 "fi ROD WITH THREADED EN05 3" THK. CONCRETE TOPPING IN WWF 6x6 /10x10 GENTERED 3/4" ?ATE GONT. WELDED TO GHANNEL 3 /4 "d> EPDXY ANCHOR a 36" O.C. EXI5TIN6 8" HOLLOW GORE PRE.GA5T GONG. W/ 2 1/2 " GONG. TOPPI N6 UPPER LEVEL L T.O. GONG. EL. = 177' -q 1/2" PLASTER VENEER 612x20.7 - PER PLAN WELDED TO ?LATE o -^� d 4 52.0 50AL.E: 1 142" = 1 T5 2x2x1/4 - PER PLAN WELDED TO T5 5x2x1/4 BOTH EN05 V 1/4" TYP. 3' -2 3/16 „ DETAIL. 52 - Oj SCALE: 1 142" = 1'-O" \1 211 6 11 2 11 IN a 1.— O i d �4 4" MIN. cv o�"o"ET I L _ 52. SCALE: I It2" = I 0.66 GONFORM 24 GAUGE METAL DEGKIN6 WELDED TO T52x2xl/4 AND TS5x2xl /4 - PROVIDE L3x3xl /4 GL05URE ANGLE TOP 3 SIDES UPPER LEVEL T.O. GONG. EL. = 177' -a 1/2" T.0.5. ASH T5 5x2xl/4 - PER PLAN ASH PANEL (4) 5/8 "(P EPDXY ANCHOR INTO EXISTING TILT -UP GONG. WALL PANEL T.O.S. ?I/2 "xO' -IO "x I' -8" ][GIOx30 (4) 3/4 "tP RIVET 1/2 " RLATE BETWEEN CHANNELS #2 1/2 GLEV15 FOR 3/4 "N THREADED ROD, 1/2 " GRIP AND 3 /4 "(P PIN TS 5x2xl/4 - PI ?-LATE 5PAGER TO! __��TAIL P E - 52.0 SCALE: 1 1/2" = 7 r 52. 11 31/2" 11/4" c�! I I I I I _ I I I I n N R= 311 Vr =TAI 52 .0 ' A LE- i E- 1 1/211 = 11 -011 6 E -TAIL. 52.0) 5GAL.E: 1 I/2" = 1'-0 EXISTING GONG. ROOF ASSEMBLY ABOVE PENETRATION IN 5TL. PLATE FOR 1/4 "4> WIRE X -BRAGS 1/4") WIRE X- BRAGED PER ELEVATIONS 3/4 "(P ROD WITH THREADED ENDS CJ V/2 "x0' -q "x0' -ci "BETWEEN ][GIOx30 W/ (4) -3/4 "(P RIVETS cy c`N EX151N6 GONG. WALL BEYOND ][ GIOx30 W/ 1/2" PLATE BETWEEN CHANNELS 1/4"(P WIRE X -BRAGS PER ELEVATIONS 3/4 "(P ROD W/ THREADED EN05 1/2" T46 WD. LAP PROFILE 23/4 C)IETA I L. 52.0 SCALE: 1 1/2 = I'-O" 3/4 "4> ROD W/ THREADED ENDS /4 N WIRE X -BRACE PER ELEVATION /4" ?LATE GLIP FOR X- BRAGIN6 WELDED TO PR OD '2) 3/4 "N RIVETS /4" ?LATE 3 51DED SADDLE ASH HIDDEN ATTAGHMENT T.O.S. EL. = 177' -10" T5 2x2xl/4 STUB GOLUMN WELDED TO TS 2x2xI /4 AND T5 5x2x1/4 EX15TIN6 GONG. ROOF ASSEMBLY ABOVE 1/2" PLATE TO 1/4" g '1 1/2" PLATE (4) 5/4"0 RIVETS ][ GIOx30 ? 1 /2 10 "xl' -6" (4) 5 /6"tP EPDXY ANGHOR5 INTO EXISTIN6 TILT -UP CONGRETE WALL PANEL ?I 12 "x0'- 10 "xi' -6" W/ (4) 3/8 "(A EPDXY ANGHOR5 EXI5TIN6 TILT -UP GONG. WALL PANEL 1 1/2" HAT CHANNEL TRACK LIGHT T5 2x2x1/4 WELDED TO STUB GOLUMN T.O.5. TYP. BOTH I/4" ENDS OF GOL. � r • g L ETAI L. 52.0 50ALE: 1 1/2" = I' -0" 3/4 "4) ROD W/ THREADED ENDS 1/4" ?LATE 3 SIDED SADDLE a a 52.0 TAIL. 52.0 SCALE: 1 V2" = 1' -O° G12x2O.7 PER PLAN W/ 3/4 "(P EPDXY ANCHOR a 36" O.G. INTO S" HOLLOW GORE SLAB - 6ROUT AS REG'D. r � r T.O.S. EL. - 177' - e 3/4" T.O.S. EL. = 177' -& 1/2" 0.6G GONFORM 24 GAUGE METAL DECKING WELDED TO T52x2xl /4 AND T55x2xl /4 - PROVIDE L3x3xl /4 GL05URE ANGLE TOP 3 SIDES T5 5x2x1/4 - PER PLAN WELDED TO G12x2O.7 ASH PANEL s • .1 1 doe 1 EXI5TIN6 S" HOLLOW 3/4 "(P ROD W/ THREADED GORE PRE.GA5T GONG. W/ ENDS 2 1/2" GONG. TOPPING UPPER LEVEL ASH BEYOND T.O. GONG. I- HIDDEN GONNEGTION r EL. = 177' -a 1/2" 1/4" ?LATE END GAP WELDED TO T5 5x2xl/4 i 5TL. ?LATE SPACER WELDED TO SADDLE it • 1/4" ?LATE 3 51DED ♦ „ : ♦ SADDLE PLASTER VENEER G12x2O.7 PER PLAN W/ 3/4 "(P EPDXY ANCHOR a 36" O.G. INTO S" HOLLOW GORE SLAB - 6ROUT AS REG'D. r � r T.O.S. EL. - 177' - e 3/4" T.O.S. EL. = 177' -& 1/2" 0.6G GONFORM 24 GAUGE METAL DECKING WELDED TO T52x2xl /4 AND T55x2xl /4 - PROVIDE L3x3xl /4 GL05URE ANGLE TOP 3 SIDES T5 5x2x1/4 - PER PLAN WELDED TO G12x2O.7 ASH PANEL s • .1 1 doe 1 � 270 N .Q Mi� i ♦ y� � r i it • Ii ♦i ♦ „ : ♦ ♦i ♦i L � 270 N .Q Mi� i ♦ y� � r it • Ii ♦i ♦ „ : ♦ ♦i ♦i EL. = 177'49 1/2" T5 5x2xI /4 - PER PLAN A5H BEYOND 3/4" ?ATE CONT. WELDED TO CHANNEL TS 2x2xl/4 -PER PLAN WELDED TO TS 5x2xl/4 3" THK. GONG. TOPPIN6 W/ WWF 6x6 / IOxIO GENTERED ©1 � � 441 d 4" MIN. 2° 6" 2° I/4" 1 1/2' 211 112 r4 DETAI 52.0 5GAL.E: 1 1/2" 211 A 11 AI, 21. BASE PLATE 1/2xl'—O"xl'—O" W (4) — 1/2 "4P EPDXY ANCHORS T5 6x2x1 /4 COLUMN - PER PLAN : BASE PLATE 1/2x1'—O"xl'—O" W (4) — 1/2"cP EPDXY ANCHORS T5 6x2x1/4 COLUMN — PER PLAN T5 6x3xI/4 BACK BONE - PER PLAN 0 DETAIL 5/52.1 SIM. ALE; 1 1/2" = V-O" I I-oil 211 4 11 411 11 2 1/411 W Ell/ SCALE: 1 1/2" = V--O" TS 6x3xI/4 BACK 130r PER PI T5 6x2x1 /4 COLT BEYOND (2 TYPIC :- ?ATE STAIRS .oL5. lrq r_111111�. -3 ow2w 1 0 of" CONT. TYP CONT. TYP. (4) 1/2"(P FLAT HEAD MOLLOY — OR APPROVED EQUAL FINISHED FLOOR Lo EO. WON "o-941,70111W MAIN LEVEL T.O. GONG. EL. = 16a' -O" 1 2 . 1 2 11 PETAIL 52.1 / SCALE: 1 1/2" = V-O" mo —T5 4x3xI/4 BACK BONE CONT. — 1/4" BENT RATE STAIRS — 1/2" BASE tLATE IAV (4) - 1 /2 "N EPDXY ANCHOR-5 RE: DETAIL 4/52.1 SIM. . EACH AD it i I S201 1 f°° a 52.1 ) SCALE: 1 1/2 = I'--O" _ 0 1 L4 a �C�iI COPYNGHT 2008 )ak Ake, Alchitt., INC S201 1 f°° a 52.1 ) SCALE: 1 1/2 = I'--O"