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Home My WebLink AboutPitkin Creek Park Phase II Employee Housing Plans (4) DiVISIUN FIFTEEN - MFCWANfCAL_ ( AIR DiSTit iflN ) • : 2 , Insulation materials, including adhesive and covering , shall meet 14FPA 90A requ1rew"t5 and b . Related -Mork Described Vsgiher*. Insul SECTION A - GENERAL 1 . Line voltage wiring and service- Division 16 . be UL rated . Flame spread rating shall not exceed 25 and smoke development rating not highgr ; 2 . Excavation- - Division 21 than 50 . 1 . Scope : 3 . Insulate all fittings , including valve bodies . Unions , check valves , and strainers are not 2 . Quality Assurance : to be insulated . a . Work included : Duct systems and equipment required for this Work are detailed on the Drawings - 4 . Provide insulation of mechanical items specified under appropriate section . Comparable Items to be furnished by the Mechanical or Electrical Contractor are specified on the Mechanical or a . Qualifications of Workmen : Use sufficient journeyman plumbers and tradesmen in the execution of products of Gustin-Bacon , Pittsburgh- Corning , Owens -Corning , Jon ,s - Maiville , and Armaflex Electrical Drawings as appropriate . this portion of the Work to ensure proper and adequate installation of plumbing throughout. are approved . 1 . Include all exhaust , return and supply ducting , fittings , supports , controls and related equip- b . Materials : ment and labor necessary for completed properly functioning systems . Review all Drawings for b . Compliance with Specifications : - work required such as kitchen range exhaust , dryer venting , fireplace combustion air , etc . 1 . Whenever required during the progress tt the Work and after completion of construction, ill- 1 . Domestic cold and hot water piping : mediately furnish proof acceptable to the Owner that all items of plumbing installed equal a . Insulate piping with 112 " thick J-M Aerotube insulation or equivalent . b . Related Work Described Elsewhere : or exceed all requirements specified for this Work , b . Insulate fittings with J-M 375 insulation cement to thickness of adjacent insulation . 1 . Line voltage wiring and service- - Division 16 . 2 . In the event such proof is not available, or is not acceptable to the Owner, the Owner may 2 . Hydroni cheati ng piping : Insulate with 3/4 " thick J - M Aerotube insulation or equivalent . require the Contractor to remove the item or items and replace with material meeting the Fittings to be insulated with J - M 375 cement to thickness of adjacent insulation . 2 . (Quality Assurance : specified requirements and to repair all damage caused in the removal and replacement, all at no additional cost to the Owner . 6 . Miscellaneous Materials : a . Qualifications of Installers : 1 g g 1 . For the actual fabrication , installation , and testing of work under this Section , use only p C c . Codes and Standards : Comply with the Uniform Building , Mechanical and Plumbing odes , federal , a . Pipe Sleeves : All pipe sleeves shall be "Adjusto- Crete " or equivalent with ample clearance for thoroughly trained and experienced workmen completely familiar with the items required and the state and local regulations/codes/ordinances , and utility requirements . pipe and covering . manufacturer ' s current recommended methods of installation . 2 . When accepting or rejecting the finished installation , no consideration will be given for lack b . Escutcheons : Required of ail pipe penetrations of finished surfaces in occupiable spaces . In- of skill on the part of the installers . 3 . Submittals : sulated pipe may have insulation butted neatly to building surface in lieu of use of escutcheons . b . Codes and Standards : Comply with the Uniform Building , Mechanical , and Plumbing Codes , federal , a . Shop Drawings : Within 21 days after award of Contract , and before any materials are delivered c . Hangers and Supports : state and local regulations/ codes/ordinances , and utility requirements . Fabrication , materials , to the job site , submit 6 complete sets of shop drawings to the Architect . Indicate all the 1 . Provide hangers , supports and braces as manufactured by Grinnel , Fee and Mason , Grabler , Elcen , and methods shall be as detailed in SMACNA Duct Manuals and ASHRAE Standards . plumbing , piping , fittings , materials , and equipment and accessories to be provided , Unistrut , Basic Engineers , Inc . , or equivalent . Install to prevent strain , stresses and noise and vibration transmission to building structure . 3 . Submittals : b . As-Built Drawings : During progress of the Work , maintain an accurate record of all changes made 2 . Wire , string , or perforated metal strap will not be permitted . Use plastic grommets for -- in the systems installations on a separate plan set kept in the construction office . water/ hydronic piping passing through wood joists . Soldering of pipe to pipe or pipe to structure a . Shop Drawings : Within 21 days after award of the Contract , and before any materials of this Section c . Manual : Upon completion of this portion of the Work , and as a condition of its acceptance , deliver not permitted . are delivered to the job site , submit 6 complete sets of shop drawings to the Architect . Indicate to the Architect two copies of an Operations and Maintenance Manual Include in one copy of the 3 . Piping support methods and spacing to match or exceed minimum requirements/ recommendations on shop drawings exactly which models , materials , accessories , etc . are to be provided . manual the set of as -built drawings . of manufacturers . b . As -Built Drawings : During the progress of the Work , maintain an accurate record of all changes d . Fixtures and Equipment : All fixtures and equipment shall be the manufacturer and model number 4 . Product Handling : listed in the Fixture Schedule on the Drawings and shall be complete with all stops ,made in the heating , ventilating and air conditioning system on a separate plan set kept in the 9 : g p p supplies , construction office . backing , drain , trim and other items necessary for a complete and operable facility . c . Manual : Upon completion of this portion of the Work , and as a condition of its acceptance , deliver a . Protection : Use any means necessary to protect plumbing materials before , during and after im- p p p P stallation and to protect the installed work and materials of all other trades , to the Architect two copies of an Operations and Maintenance Manual . Include in one copy of the SECTION C- EXECUTION manual the set of as - built drawings . b . Replacements : In the event of damage , make all repairs and replacements necessary for the approval of the Architect and at no additional cost to the Owner . 1 . Installation : 4 . Product Handier: - SECTION B-MATERIALS a . Coordination : a . Protection : Use any means necessary to protect the materials of this Section before , during and 1 . Carefully review and coordinate work of all other trades to anticipate and minimize construction after installation and to protect the installed work and materials of all other trades . conflicts . � l . Drain , Waste and Vent Piping : - b . Replacements : In the event of damage , make all repairs and replacements necessary for the approval 2 . Install all equipment as indicated and detailed on the Drawings . of the Architect and at no additional cost to the Owner . a . Service : Sanitary drainage system , roof and area drainage . 3 . Enclosure of Pipes : Except where specifically permitted by the Architect , layout all pipes to fall within partitions , ceiling or roof cavities . Furring other than that shown on the Drawings b . Piping : requires prior approval of Architect . SECTION B- PRODUCTS 1 . Piping inside the building and to a point five feet outside the building shall be service 4 . Layout the plumbing and piping systems in careful coordination with the Drawings and approved weight cast iron soil pipe or equivalent with Engineer ' s review . No-Nub not permitted under shop drawings , determining proper elevations of all components of the system and using only r 00 1 . Equipment : slab . the minimum number of bends to produce a satisfactorily functioning system . ] 2 . from 5 feet outside of the building to the city sewer , piping shall be cast iron mechanical N' •' a . General : All equipment on the project site or approved for payment shall be as specified and have joint sewer pipe or equivalent with Engineer ' s review . b . Cooperation : 1yrS�j P P Y P 1 . In the event of conflicts , immediately notify the Architect . �•� shop drawing eview or shall be an equivalent product or material reviewed in advance b the 3 . Above ground sanitary lines inside the building shall be standard weight cast iron No-Hub soil ..S aria g q p Y pipe 2 . Do not proceed with installation in areas of conflict until all such conflicts have been fully © o s.� Architect . 4 . Vents 2" and smaller may be galvanized steel pipe , and 2 1 /2 " and larger may be standard cast resolved . cob r. t ��ti�: d iron soil 3 . Avoid interference with structure and the work of other trades . Do not cut into load carrying , PRO* * 4. pipe . ABS- DWV pipe may be used for venting system only when material and installation in compliance with applicable codes . members without the specific approval of the Architect . SECTION C- EXECUTION : 5 . DWV weight copper pipe with solder joints may be used for above ground waste and vent piping . ' 2 . Trenching and Backfilling.: Perform all trenching and backfilling associated with the plumbing and 1 . Installation : c . Joints : piping installation in strict accordance with Architect ' s Specifications . 1 . Cast iron- neoprene gasketing system equal to Tyler " Tyseal " or No- Hub system . Use torque a . Coordination : wrench . 3 . Installation of Piping Equipment : 1 . Carefully review and coordinate work of all other trades to anticipate and minimize construction 2 . Galvanized Pipe : Galvanized screwed malleable iron fittings . conflicts . 3 . Copper Pipe : Wrought copper solder fittings , 50/ 50 solder . a . Execute work in accordance with utility , local and state codes , ordinances and regulations applicable . 2 . Install all equipment as indicated and detailed on the Drawings . d . Fittings : Notify proper authorities , obtain and pay for required permits , inspections , and utility service b . Cooperation : I . Floor drain and cleanouts are specified on Drawings . connections for water , and sewer ( including fees ) , meters , regulators , appurtenances , pits and 1 . In the event of conflicts , immediately notify the Architect . 2 . Vent flashings at each vent through the roof shall be 4 lb . lead with 12 " flange turned into certificates . Include all costs unless specifically included within contracts of other trades. 2 . Do not proceed with installation in areas of conflict until all such conflicts have been fully the vent pipe . Equivalent flashing methods require prior review . b . Cap or plug all open piping . Install pipe level and plumb or with constant slope as required resolved . by service type . 3 . Avoid interference with structure and the work of other trades . Do not cut into load carrying 2 . Domestic Cold and Hot Water Piping : members without the specific approval of the Architect . c . Provide uniform pitch of at least 1 /4 " per foot for all horizontal waste and soil piping within a . Service : the building . Pitch vents for proper drainage . C , Noise/ Vibration : o 1 . Equipment shall be installed per manufacturer ' s recommendations . Provide vibration isolatior 1 . Hot water distribution at 60 psi max . and 160 F . max . d . Cushion all traps and . bearings to minimize transfer of sound . Firmly anchor all pipes selectrecommendations . sufficient to limit noise transmission to within room,/ space where equipment is installed . 2 . Cold water distribution at 60 psi max . and 1000 F . max . anchor points to permit movement in heating/hot water piping . Provide complete isolation of dis- 3 . Pressure reducing station with by- pass required . similar metals . Provide 9 " air chambers one size larger than connecting pipe to fixtures . 4 . Water meter and installation per water district requirements including remote read-out . 2 . Installation of Ducts : e . Inspect each piece of pipe , tubing , fittings , and equipment for defects and obstructions . Promptly -- _ - - b . Piping : remove all defective material from the job site . a . Fabrication : 1 . Copper tubing type " L " hard copper using 95-5 solder joints above grade . f . Install pipes to clear all beams and obstructions . Do not cut into or reduce the size of load 1 . Fabricate and install all ducts in accordance with the Drawings , reviewed shop drawings , and 2 . Copper tubing type " K" soft ( hard optional ) with compression fittings , 95- 5 solder optional , carrying members without the approval of the Architect . referenced standards and codes . below grade . 2 . On sheet metal ducts , cross-break or kink all flat surfaces to prevent vibration . 3 . Residential single family/duplex/or townhouse only : Type "M" copper with prior approval only . g . Allow for expansion and contraction to avoid distortion , damage and improper operation . Make 3 . Insulate ducts internally or externally as noted on Drawings . certain piping above and below grade is not inadvertently anchored . If questionable , obtain 4 . Fiberglass ductwork will be permitted only with prior review by Architect of installing firm ' s c - Fittings : Wrought copper with solder joints . clarification from Architect . capabilities . Fiberglass ductwork must be installed in strict compliance with SMACNA Standards . d . Unions : Standard wrought copper , solder joints with copper to copper seats . h . Install piping to equipment so that no force or excessive vibration is transmitted to piping from b . Duct Layout : e . Valves : equipment . Use flex fittings of proper performance capacities as required . 1 . Duct sizes indicated on the Drawings are net dimensions . Wherever obstructions require a 1 . Gate valves equivalent to Nibco S or T 111 , 125 lb . change in duct shape , maintain equivalent velocities . Do not exceed a 4 : 1 width/ depth ratio 2 . Globe valves equivalent to Nibco S or T 211 . i . All pressurized piping branch mains and lines to equipment shall be connected to the top of piping without prior approval . 3 . Check valves equivalent to Nibco S or T 413 . mains or headers . 2 . All curved duct elbows shall have a centerline radius of 1 1 ! 2 times the duct width . Rec- 4 . Frostproof sillcock to be non- freeze type , Nibco No . 52S , 3/4 " I . P . S . complete with approved j . In addition to locations shown , valves and unions shall be installed where necessary for proper tangular elbows shall have turning vanes . vacuum breaker . operation , isolation and maintenance . 5 . Ball valves equivalent to Nibco S or T 580 . k . Provide proper grades , slopes , and elevations with readily accessible drainage connections at low 3 . Testing: 3 . Hydronic Heating Piping : points so that piping systems may be completely drained . a . Adjust and balance air flows to within + or - 10': of design . Adjust fan drives as required . 0 1 . Joints and Connections : Smoothly ream all cut pipe . Cut ail threads straight and true . Apply Motor full load amperages shall not be exceeded under operating conditions . a . Service : Water distribution at 30 psig and 200 F . max . best quality Teflon tape to all male pipe threads . Use graphite on all cleanout plugs : 4 . Cleanup : b ' Piping : m . Vent all high points of hydronic heating system in or to accessible locations . 1 . Above grade : Type M copper, 95- 5 solder . n . Provide flexible insulation type per Specifications on all piping a . At completion , all equipment shall be thoroughly cleaned inside and out , filters shall be clean , 2 • Below grade : Type K copper , soft , 95- 5 solder or compression fittings only . Y p p g passing in or through concrete or masonry . bearings oiled/ greased , belts and drives adjusted , and systems operational including all modes of c . Fittings : Wrought copper with solder joints . o . Chemical additives except as required to adjust the pH of closed systems are prohibited . control in proper sequence and calibrated . d . Unions : Standard wrought copper , solder joints with copper to copper seats . Use insulating unions for non- similar metals . p . Use only ethylene glycol especially formulated for heating/snow melt systems . Automotive type 5 . Guarartee/Warranty : anti - freeze not acceptable . e . Valves : a . Provide one year warranty/ guarantee on system and components including and supplementing manu- 1 . Ball valves equivalent to Nibco S or T 580 . 4 . Sterilization of Pipes : Thoroughly flush all heating and potable water systems . Sterilize potable facturer ' s warranties/ guaranties to provide Owner with timely service and repair at no additional 2 . Gate valves equivalent to Nibco S or T 111 . water syste"js . cost for all defects/ failures in installation/equipment . ( System failure due to misuse , abuse 3 . Check valves equivalent to Nibco S or T 413 . or lack of proper maintenance not included . ) 5 . Testi !2: Furnish all required personnel and equipment and make all tests required to receive the approval 4 . Natural Gas Piping : of the Architect and all agencies having jurisdiction . SECTION D- CONTROLS a . Service : Six to eight inches water column pressure at outlet of meter . Gas meter installation 6 . Cleania _p: Prior to acceptance , thoroughly clean all exposed portions of the plumbing installation , per utility regulations . removirg all labels and all traces of foreign substance . Use care to avoid any damage to finished 1 . The Mechanical Contractor shall be responsible for providing and installing all control devices , low surfaces . voltage wiring for the Mechanical system controls , and supervising / coordinating line voltage wiring b . Piping : Schedule 40 black steel ( coated with wrapped joints below ground ) . per Division 16 . c . Joints : Screwed , reamed to full diameter . 7 . Guarantee/Warranty - Provide one year warranty/ guarantee on system and components including and sup- d . Fittings : Malleable iron fittings . plementing manufacturer ' s warranties/ guaranties to provide Owner with timely service and repair at no additional cost for all defects/ failures in installation/ equipment . ( System failure due to misuse , e . Installation : Drip leg at all vertical offsets and equipment connections . Unit pressure regu- abuse or lack of proper maintenance not included . ) DIVISION FIFTEEN - MECHANICAL ( PLUMBING ) lators with venting as required . Shut-off valve and union at equipment . SECTION A - GENERA'_ f . Test : Per code and utility recommendations with written report for O&M Manual . 1 . „orx Included : 5 . Piping Insulation : a . General : a . The conditions and piping systems required as detailed on the Drawings . Equipment and special 1 . Insulate all cold water , domestic hot water and hydronic heating piping as noted herein and/or condi *_ions are specified on the Drawings . Install all plumbing , piping , equipment and controls on Drawings . necessary for complete , properly functioning systems . c[1L � �''- .SEE - ::7-B'Z 1 `��I , _n•,r wH�.K' 7 - ' ' fA IL 10. :FTA--S S•tEE ' A7� .. - '/ , 'N •jEl-OW JOISTS 4°1 1• - _ 9 wit � _ -- - - - - - - - - - _ Z a f , �p - - 1 G Gyi S !n 3 z 91r 5=1e t'11 1}�� SAO Sh" t g y - - 2� '3' _1 �' -- �j9r--- 'f 1 r r4T OEE .lku r tdf� A f .l 1 - r - �, JV -� - - fr / —� - .q 6 i i �° (0 + ^14u 5_G' �1 . 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WaVIN4 DECISIONS BY OWI+EK , I �:4 r r � � IILI mss. _ _ (' . , I�, • uf :ill'. - `� --�_��'; (}I � _ GT� � T+�RU BLDG. 7 Q A u 14 1''O" s • s h Y `( LL " r i u- - _ . . - • -_.v ' a. . - wsr_ �ALa=1`✓ +`R '-t"3 . - - - , - - -_ I`" _ _ - y�� _ -fir r � `' . ,i:, . . LILL I! '. r5- ` { gib, _;• I CONGIGE'gi, GI`I '.i��t. liEGIG 4 < i'ROJEGT 1►h" aLSbEL 4< i MLc.ANIES *5 SI�10 W11 'h1! Y4�� T � a W . ; Sf ' 6 r �+ + t4r i t Y "-CAULK GONT, 'TH1! g ILL 11 %,iilvs` — — TOP OF PLAti: es�A ILL CECINC VLr lam T 1, F CONE. KNEE WAIL Z■ cL 'r 2x GL t GONE. KNEE WAi1 4ZO'- '► sg" PLYLJD• Sigl`!4 x vLLLlLvvLL I (Z)Zx8 LINTEL TYP. 1A IMMER TYP. w ll W HIM - $m DBL. 10P It. FaC GLCs. _ - - - - - - - - ' f'Y,� 4 ' + I 5. METAI GAP FLASHING 1YP. 4i+ ` • I -- - a PLANS JOIST GEARING Tyr. I ; . I I I I l I { L - YZI, ocr. GI'rP m SH"THN 4 Ile; I I I � TYPICA WING WALL 1 f SLOPE t0 bE DETERMINED 1 WVING/ DINING l pom, I BATH} CLOSET LIVING/ DINING S,�(,I GoORpINA"rE w/ DOLLAR FI ASN1N6 Al GFIIMN6`f / /`�FIEET ME"C/►� IC�V�A,�_ , '� A I - I I ix C..EpA.R -114M - - _ - f N o-a! 1 �I ii I I I I I I WIL1 - UP KOOF i ELE`WTIONS FdC S12lE' f , I q� �`_��!�yw��pp��r{ `. I it i�(J�- � tOP OF fJ. 1. LEVEL3 ._- _ _ _ :_ _ _ -- -- - % .tN f7ETAIL @ LEVI:.L 7 JO 15ALCONtY SOFFIT ? , i . I J1 j I I w 1 3,Q Y =I-o tSLhLI NO 7 LIVING/ DINING KITCHEN I CORK 'I t ' BgTN � . CLOSET n BEDROOM ; Bpi Y, .`T I I I'I of �� 1 ar I{ + 1N5ULATE UNVER I I 1 �I `t + t 1--� u6 w Z � FI S I I I I - - - ... . - =: __ - _ , - Ilai . . .` pATTS '(YIIGAL - 5.. ._ ` -1,L LILL I to s Tg ' 5HEET MIE ` 3 E--- - - CAP FL;p% off $ ;' ILL STOFAlwE TO bE �faleEhleaNT AND N7EKIaz MAN LIINC` LJAU.) : DE`RaCAMNED PENDIN4 E - - --- ---' TO III I9!CIZKMHED rCN2I1+cr DGGSSONS AI,Y OLOI - - VCCJ5I6NS by C "1`!EC I - - _ 5 ;. g I Z _ _ --CONTMIUOUS ,,'L rk . •` - �''' ILI 3`-'6 SIC v�TIdE1L I 1 R`I1.JO�OD SIUIN4 i . toP OF SLAB LEVEL 1 ? INy 1 390 EA H 11 _ . q I 111 t Id rI r ILL LLLL ILL Ip. II I N 1 u urll r. 11 — .O •„ IIIII ; SECTION THKU BUILDING 7 _ L 7y41 TYr. ` 7" Air 4 LIT. GAP @ WIMGI LJAzt-. a �p_ 1'-cok WD up 6 - _ Z Al AR MP I -I l IN7 S e GEARINcr WAILS Q 1Y _ GOVT KNEE WN L (Z) 7, x8 LINTEL TYP. - - - - - - - - DBI.. TOP it. FOR LINTEL OR C&xw. I -- - I JOIST BEARING TYP. 5. METAL CAP FLASHING TYR I FULL HEICIHT STUD L1AL.L- - 1 � ! , I j 1 ; LIVING/ DINING O VOL16rLAS M �+ _. LUN.T- UP ROOF 1I i I PIO. L 6ETTEIC v L1.0 lt"t I j ' s W r« I r l n 1 V . ? i LIVING DINING KITGNF.N I Co Kg _s T To DE DETExnnINE� I / rem" DGCISIONS by OWNER ALL 9 s ; yy. ' s imTEKIOR PLAN TO M DETERMINED ILL I PEI1DINy bECJS10hIS by OWNEK { I t � � _ � ., - I Z I Q - i — _ vl. - • TN2U BUILDING 7 1 A 1 + = . . 3 t — O o,,.y I- ILI IF 222 -7 Y 22;0 22 -0 22'-0 22_O 22 '-O 22=0 22Lo 8-'9 12 =(° /!° =4 C � +�' '" .' -- - "- - . -.."- -- - -- - - - - - - - - - - -- ---- -- — - ---- - I �a 47!O 25 =0 63 '-/ 36=8 4 « / ,, �11 N113 /L A 716 I _• ,e -- - sl SIM. I I ;t { .. F . h (964'16) - ('�4 ts) I ; 8 L 8 - FOR STEEL PIPE a0 / COLUMN SIZES I SEE SWEET 52 -;tj I i I I I I � � C (386�$) j L' -7 'B�2 ►f ALL 9"CQMCRGTE GRADE s +� -- ; : j SI I �_ TY/? BLOLKOUT /N - WALLS ARE CENTERED „ i -- ON COLUMN LINES TYPICAL 4 CONCRETE SLAB LONCRffE WALL P I * ao ' -- - ----- 8ASE OF J LNLESS D/MEWS/OY✓£O ON 606ZAVEL LAYER ON COLUMNSX- BaACEO O Sr j mof � + I - - - _ _ . - - ----- - - - { GRADE (COMPACTED PILL , I A A (38b�) +I A C3B4 /8) A nt SI REINFORCE 5LAS W/ 4*6 SfC7/O 2 � • �� I 8-! (;gy=8) + (386 8) O j W1.4 x Wl•4 WWF. SLA$ TOP S3 TOS= 392 0 I DASHED OUTL/145 ELEV. /NOrCArEO TNUSr ros• 39o;4 I - v+ ; I /ND/GATES CONCRETE ; 392 -0 � INDICATES AREA WITH a0 O : I FOOT/NG TYPE SEE i I o. /�� 2 CONCRETE SLAB ABOVi ! ; -- - -- -- FOR STEPS /N CDNC SLAB / C I SCWEDULE S3 0 ELEV. a 390-6 SEE ' 392-0 � ` SEE ARCW S DWGS ' SIM. Y + ! � ' a i SWEET S3 FI D D r - - — . aD _ 16 1 S1 (384;8) a 90 8 (384=8 3 v - i . .. , OS - 39o� ; I I �o 0369-/0) q-10) 7 104" + , SIM. D 390=02 °A I w I� � 390-6- _ _ t / 989-ro _ ro O .( I a TYP TYPE 21 (386=8) h O'Oi PROVIDE 2 -O SQ, 8(980-0) C (380-0) C °j r50LAT/ON JOlitrT /N M • 843E 9 COND. I i 'PROVIDE 286A . KEYED I I I 8, $1110 3=IO „ CONCRETE SLAB AT I - OR 1 12 " DEEP SAWCU7 I STEEL Xf BRAC�NG SEE - -- - — - -- - - - - - TYPICAL 8 CONCRETE I CONTROL JOINTS /N CONC. I e . (380-0) ALL COLUMN LOC, p DETAILS SHEETS S2EB3 i - 389-// GRADE WALL ON 114 I I SLAB ALONG ALL COLUMN ! I WIDE • 8" DEEP CoNT, v . I ToS = 390 '4, vy 3906 CONCRETE FOOTIN4 _ - - - - - LINES TYP/CAL =- \ I 2 / � la ton SEE SECTION ! I -- -- I I i ` S/M, ro ; i + ` N i TOS = 380-4 + "ryp, SI I 5=6 /6 ' 4 I S=8 3$ 4 af► . ; 9 16=0 6=0 � o�p ! 12'-O ! 10 =8 33=011 / ! 3�" 4 �2" $'-O 14 FOR STAIR 4" TYAI SITE CAST COaIC, ro -- �I° ------►ja - I - --- 00 : '=FRAMING SEE -� ,p S/M. g" p+ COL. SIZE WNE2F , ,�t`jl SI 3�-D� �. TYP TYPE I BASE \• I- a IF A ?CN$ DW4S S/ E2WN TWOS / ro Q 390-04 ro 0 COND. - - i ' i (389-/O) ' ' 3=4 4'O$ RE E N i - �s�4 Ytto `� - — — - - - - -- - — - - -- 1 ---- - 44 4 0 I — •I ,IrNS T 1 �•' - - ---- _ - _ --- -- -- -- ----- - - h -- -- �-- - - - -- - D �— D " 8" � .SLAB SEE A� i � . �► ter" l D (384=8) D D 304 - - - --E (386=8) E 0 E 0386=8) � ± E (386=8) + (389'/0) I 3 L DWGS = 4�i,1;. 7, \ ;/ (386- I y I (380=0) (38a o) �S i38o-o) _ 2 TOS • 39D 6 I _ " I --- - 1803 e~ _ SJM INDICATES LOCATION of _ I x 390 Oi � ' 12 "6 BLOGKOUT /N CONG I TOS X390 b p C D D I i ids � I i ToS•a8O4` + GRADE K/ALL SEE I - - - -- — - - — 3? I ..0 • ! I 389 -/I , ff - - - --_— — _� _ry SECT/ON_ 369 �/l 3 .9 I ., F L^a �`� ' Q ` SI N B (386=$ 4(380 0) ��lt►st+t°'` - - -- — - -- - �- - - ----- -- --- - b - - �I --- - - (386iS) n4 / -- - 4" 44" 2/'7 �i TYP. SITE CAST CGSVC, L �" ' 2 - 2 m - 39o-0: — — — - _ - _. _ . _ � {Q. : I I� 2/ � 7� 4'2" 4' ' F' - BOTTOM OF CONCRETE ,00 I COL, SIZE WHERE q SHOWN THUS / I I S/ / 390 6 WALL SLOPES UNIFORMLY 394 L `a I N 2 OFFS T @ 8TW,N• FOOTINGS R/RERE WALL JO/NT �p SHOWN TNLIS 7 ) $ � � ros = 39016 � C C C C ; � CJ (362-,8) s - PLAN NORTH Y SIM." D -OU DQ TION fl r1RST /CLOOR PLAN aN l 'D S1 ' N No ELEVATION TOP OF CONCRETE FOOT/NGS INDICATED ON PLAN THUS : ELEV• ) " � I ELEVATION TOP OF CD.NCRET€ 6240E WALLS = 390L6 UNLESS INDICATED ON PLA14 THUS : ELEV. m " CD M CONCRE T£ FOU T/NC7 SCN£DUL £ (386 8) NOTE % SPREAD FQDTIAM,S CENTERED dDCOLUMN I 7oS =39o'4� LOCATIONS UNLESS MOTED OT1/ERW13E FOOTING r 1 TYPE SIZE REINFORCING TYP, SrTE GAST CONCRETE CQLUMNS (384;8) (384 '_g) ( ;g) A 224 . 2/6 " 110 3 - #5 EA - WAY 807. REJAXORCED AS FOLLOWS : � _ - + ui B 3=6 . 3=6 " ILO 4 - *5 lo "0 : 4-*5 VERT. WI*3 T1ES® 1o " I LLJ C 4 6 "4'b ■ 1 LD 5 - r5 t /6 "0 r 4 - *7 VF97, W/ *3 TIES @ I12 - g � IC C D 5 =41( 5 =6 + /L3 4- "5 �4 7YP. CONCRETE FLOOR = S I I i2_ •d _ __ low n SLAB SEE PLAN - FOR SLOPING EXTEQ/O12 ? - , FLEXIBLE JO/N787W4/. \ 5-4z 34 J \ CONCRETE SLAB SEE CONCRETE FLOOR SLAB I ' -i °Ia A¢CN 'S DWGS, { GRADE WALL SEE , PIPE COLUMN BASE /P SCHEDULE s � ( I ARCN 's DwUS. II 9 �O �� 12 W NOTE ALL BASE 4ts ATTACHED TO CONCRETE 3`�"6�_ 390-6 .. I I W 2 - 'B "dr / '-6 dNCNOR 8 75 W/ rd0° STD /(00/05 r. -r. -^ `Il'�#. . ' . — --Ir w - ��z PIPE SASE 2 BASE 9 TYPES � I• � , z F , sar6 DIMENSIONS b I _ 3 STD 4 �S /O `7` >1t � I I 10"V COLUMN DOAIELS - 311 STD 5 /O " 7�S 4 �� TYPE I + " �� ' � - 4 - x5 " 9 =0 W/6 "MOOK � - CONCRETE FLOOR SLAB s 4 $1D 5 p 8 1 /h 7 TYP, 8 "CONCRETE GRADE I 8 y WALL REINF, W/ 2 - t`3 ( =1 ' SEE PLAN $ $TD/9f( 6 12 q- l6 ,� I TOP /30T. '�4 VERT. I TYP. GRADE WALL W/ W/ 6" STD, WOO1C @ 4LO -4 /6"4S COLUMN S O 13LO AF/ PL WHERE _ V I FOR WALL TOP ELEV. ! DOWELSs 4- *7 .350 SHOWN ON PLAN - - 9014 y. __ TYPE Z i SEE PLAN /�2"CLR. W/ 4 moo tC � I $ 3 � - t Fit SEE PLAID 00i T •� A ( - 3 _ Fiji TYP. / =4 WIDE ■ 8"� G of I DEEP CONCRETE / �4 J I I (� IIIi - I; II � JSal EQ. FOOTING SEE PLAN v I - --- -- - - - - - - m TYP, CONCRETE FOOTINGS — FOR SIZE RE!NFORCIM0 SEE SCHEDULE SEE SCHEDULE T_ SEE SCWEDULE SEC T/ ONe 34. / =Q ` SI 2 3 a SECT/ON SI 34° / lO e SECTION SJ 4 = 1 ' O , r � i B-3 4 22 O 22-of 0 22- 0 22-C 22-0 22-D 22-D — 22=0 8= 9 /2 =b _ /b =4 •5 Ak 4 7 y : WD/CATrS COLD y ' C ABOVE SEE 4XII S. 0/v� '. v22L9Z `r - 1 /z- Mir- - - - Altos, s v v Z IF 1 _ N ,' k N / a-- IND/GATES COLUMc/ h /b X k. k b• P� BELOW W/Ir+Z/o (401 9) �Q\ / Q\ I , Q\Q rQ\ -- ---- - - - - -- - - - — - - - - - —_. ---- ---- - -- - - WETS SPLICE I - 3-b S PN G S TEFL J O/STS I d' 0 SKYL XB3 S, BELOW / TE SEE ARC/J$ � t rA �.a /V 4 I SLOP/VCr Jo/STS I j Oh/GS, i 1 s � 3 /ND/GATES . TYPE OF Z i ! Q to �v I Sg STEEL X-BRAC/NG SEE ~I `" SCUELxILE SHEET S3 .. ( .. j — +-- • h .n a" INDICATES LOCAT/OYV cv I N114 +?2 (40oL9 /S ) W!4 ■ ?2 (400L9IS) f . u a m! -3 d , y 9 4 OF STEEL X- BRACING -3 I '- - BELOW SEE DETAILS � P P P P 't Lq o 4 r 4-5 3SP. C�4' dD 2-O l-O B SP. 04 0 = 20 -0 / !-O 69D.�4-DS O O /-O I NI rj „ I \' \ - v I n - -- - -- - - - --- - i - - ----- t - t- - -t- - - - --- ---t . � R g � /ON3 STEEL JO/STS W/4 DEEP r " I k ! x I SLOPING F3EAR/NGS O i b N -- I N I WELD CL1UT,_ LTD v# — � ; N S/M- i !// "� TOP QAOi2D OF I N ' Moo I _ / ) I r + � J Q\ — . -.. _ __ _ �_ n I _ W/6.210 (40/'9) � _ �' _ _ `� W/4x22 W/4K22C�0/ -9 - - - ; ' n _ I v YI W/4x22 (4/OLII '3g - < - r -W/4x22 (4/OL/l i TS2 . 2 ■ IIv @2L0 +� �QI `rl / y mj M - - - r. 6 v —3�9 �1� i I I L3X3xa A �! - I 9� Q� '� i I v nl W . v- 9j \ eQ �.1,.=—P � I I I - Q Q\Q� I `� �3 W(2"26(�101_bs) I , w 1 2xSa(4o0-104) i r hj vl h ml ! h pt `` e t S ( C:Ex�meicK STAIR 3 w` n I .9 R, ;1 31 _ s TYP/CAL FLOOR CONST. : �14 s P I s ��i 52 8 CONGA'ETE SLAB DN d g P\P I 3" I SlAt - �Q \ ' M FROM /NCr SFE i �i viI W O 2B 4A . CORRUGATED METAL g 4► I ARC/ S. OWG$, W I ti ' �. .} h O S S ' -_ -- Itl - STEP CONCK IS TE " �� % i m: ` h DECK , REINFORCE SLAB �' fI m I z : m m r P e KiITN bxb - W/. 4xW/. 4 x h r ' SLAB oowN ¢ eYp ' I * ' axp ^ Qo WWFI $LA9 TOP ELEV, ap a0 m ; In m I , = 402-0� 3 3 v , K I TOP ELEV - poi B o 54 �ny �Clp I N; r lo" 211 212 20 2' _ I N 1 I/y 40 ku - -- -- - - — -- - - - - - - - - -- - --- - -- -- -- - - -- - v; --- -- --- --- - -- - - - t(tEt Y - -- - - - - --- h - - - -- - -- TYpu AL C041CRC E i L ! j h / S/M. vI g4 4 9 O S�P' S2 , i i I I? �1 / 2 MNS $E40 32 i 52 \ W/¢"85 (40/ b �--- IVNERE SUOWAI THUS I � : Q TOP OF 5LA6 I '� i f 'Wu / 4o2.L0- I " .,� ' L+"� = �J "�. n -,� L.�� 3w r -- =yam -r.Y3 .1�-- °I -3y2 3 -' z - - sj � - - .vg 1 ' 3Zy. _ *_ I I Y i i I i l $2 3 42 '!� IND/CA1E5 EXTEN7 OF 4$ 3 _ 2 _ll SPAG65 0 -lo 27-G 2- 3 O i O ' 3 CONCRE7E SLAB --- _ I I I - -- — - - N . IJ14x22 Cool ) l4/l3 STEEL , OASTS - 3SAY5 714 $ SE6 PLAN WELD DECL' TO BM, TYP, LOWERED /3RG- ON n OFFSET TOE OF y L4x4x3gx0Lb W� 36 "FITTED TYR CONC. SLAF3 N � � CONCRETE COLUMN TOP FLANGE SEE , „ Y Y $FLOW W1fERE rucCT/pA/ 2 ST/FFE.UER . PROVIDE / 2 CLR. LOWERED 4 POURED NI INDICATES LOWERED 8RCa . 87WN, LiM. WEB f JOIST END AROUND BM, FLANGE ON BM. WE/3 SEE SECT/QN 4 SIJOwN TflL/5 S2 ) ? 402=0 / TO FACILITATE ERECTION. SEE PLAN 2 - FIELD WELD/NG OPTIONAL / 401 B J W/Bx95 - I �(j I i Itni / f / PLAN M0RT14 SECOND FLOOR FQA M /NG PLAN 8 - /-D I III I ELEVATION TOP OF STEEL BEAMS INDICATED ON PLAN THUS : (ELEV, ) OI 3H'v nv� W/4 x 22 (40/!w � j N THICKEN C"C. ELEVAT/ON OF -F/RS r FLOOR BELOW 390 L 10 TYP. STEEL JO/ST I a I SLAB TO " SEE FY 4N w/e � - O so clo//s 3D I h + -- TYP. FRAMED BEAM CONK. s I CJ) TYR @ X -BRACED BAYS SEND - -- / BM. WEBS 804 TED TO �o 1 { 6 F 177ED 12 57/FFEA1ER g ; STEEL DECK DOWN To BEAM . I W W�$¢ BOL75 = W/B C5f3oLT5). +j I O E POUR CONCRETE SLAB W /(Y W/4C480LT5)� W/1(3 90LT5) °0 P� CONTAC/UOUS AROUND JO/5T ENDS FOR LOCH TONS � ' W/ P/ COL , T 4 3 " / W12x26 (40J-6i IZY "SO(40o'4i + LU SEE PLA/u I I S�C�h S2 F = �- O f== —fie - \ I n I " z I �y,gY XBi3 / XB t _--_ TYP 3 CONCRETE I r SEE PLAAI I 3 -� 2 - -- A -_ 5L4B 'SEE PLAN /21�NI-0 —' /o "n 4 52 �k L3x3x12 QF.k - }--A - TYP, CONCRETE SLAB - I ITYP. I Q\Q \_ ` --I ( AI /SE LAID / SEE PLAN /j $a low SEE PLAN ! i I `/ � ;IrSEE PLAN I - � : SEE CPLAN SLAB STEEL JO/ST6 k//tH BIT, / h ! SEE SECTIO/J 2 CIJOQO 924. Co%/D, /N 2 �n 402 O ' : I 402 -0 � I I � � ' m ' 402 �0 e � • X402 o LLxAT/oNS Ta ' vs -- _ -_ - W 14* Z2 W/9 - 12"4X2':"N.A.S- �. _ i erw J01576 Tu/s loc. l AS SHOWN. /c/ S/M, LOG. Q I YJ/B BEAM - STEEL JOISTS " _ - _ ^' Fb[lR CONCRETE SLAB I` bl' VORTN J, /A/ PROVIDE _ 1-_ i Q I CONT/NUOUS AROUND I SEE PLAN WIB BEAM — - , I ~ SEE PLAN JO/57 END SEE WELDED L 5 2s•ZzY �w SECTION 2 X - 82AC/N6 BTWN. JO/ST5 7YP, STEEL JOIST SEE PLAN / I ` TYP. STEEL .AO/ST \ / FOR BRAC/N6 REQUIREMENTS SEE PLAN �2-O� TYP, L3GAM3 GOVT. _ _ ----- - SEE SECTION / Ir OVER COLUMNS PWVIDE TYP, @ BEAMS CONT. OVER ( - I I 1 15 30T. . FLANGE BRACING :�i iw COLUMNS, PROVIDE � " I S2 :� II 11 {s/l8 (SEAM SEE /�L4N ® 3L I 2 - ''�1. O EXP W %80 ROD WELDED IFS N of FITTED f� SIIFFWEZ NSfF3 I � i * \ /- 34"Q6 EXP, A (ICNOR u " W/2 " TQ +b/ST Soo C//OPD \'.. + V I \ TYP, PIPE GOLUMN 2" 2" pL/NC4 GAGE FO¢ ANCN025 SEE n r " ¢ SEAM BD7 FLANGE I ' / N " i ALL W/L3 5 ' 3 2 SECT/ 3 T W/ 2 CAP l2 W/ 2 - °� 0 I lIZ -, 3- --��- �_ ! 52 3i6 ' 3812" t Lo WkEE JOISTS EA, i Q SOILT3 STAGGEgE0 w I 4a0'L z # SIDE OF COLUMN I ~ t If. E. 2 HOLES /AJ BM , I \ fl-- a +! NS { FS I FLAIL/GE 4 HOLES h I IN CAP `TYP. STEEL BEAM TO COAKRZETE ✓ \, i TYP, SITE CAST COK/CFETE COLUMN 00140, W/4 - 34•"014" TY ° S ITE CAST ' 6- 34 � BOLT9 COLUMN W 4- 41."4 EXP. CGWCRETE COI. EXP, AIJCIJORS ; LEVELING �. i-> � • '� � � � � `Am AIJCWRS SEE SECTION 3 NUTS EG FO. S2 I Am X- BRACING SEE PLAN REQUIREMENTS _ " I CTIO 34 = / _p SEE SECT/ON 2 I -^O SE N S2 SECTIOtiI S2 3¢'/'O S3 SECTION I 34 0 32 TYP P1 LOL,`: v SECTION � ' • a X . "GENERAL NOTES FOR PITKIN CREEK PARK BUII: ING :� 7 + 12=6 /b=4 4' i2=b /G =4 DESIGN LIVE LOADS : I 1� ----- - ---- -- -- -_. - -- - - - - - - - - --- " - — - - x A 'r 7x 4x a - Roofs,, 75 PSF r 41 4 0 r8 6 !O� B TYP. ? STEEL COLUMNS -- --- y -�a b - Floors . . 40 P5F CONCRETE STAlR 3'2" - -- -- I PROVIDE AAACNOR BOLTS I i c - Wind Load. 30 PSF SLAB ON CAHPAGTED i I. I I IN WALL BELOW TMOW&N j Dht56. I , I COAXRETE SLAB - TYP /b � 7YP /D x` i FOUNDATION DESIGN : FILL SEE A24#2 7" CONCRETE I a . Design of individual and continuous footings is based en a ,maximum allowable I `/ SLAB 2E/d/G. TYP /Ox¢ bearing pressure of 3000 lbs . per square °o foot dead load plus full live 3oad , t AS S/JOk/N placed on the natural undisturbed soil , or compacted structxika1 f1114 below "4 DOWELS 2 -b "2 b , frost depth . - - I I 4 - 5 ■ 20 O TOPfSOT � � b . Refer to soils report no . 18291 by Chen & Associates ; Inc', 4° I - O PALL CONC. TN/5 LOCATION , EXTEND 4"6ONCRETE SLAB ' C , Verify soil conditions and types during excavation . i I � ; IF#tOVIDE DOWELS I SEE PLAN I WALLS v I TO SOUTH END OF SLAB � " q @ALL COAX WAL �I _ REINFORCED CONCRETE : SEE SECT/ON a . All concrete design is based on the " Building Code Requirements for Reinforced x '-` r• S' 77 Concrete " (ACI 318 77 ) , r`- b . All structural concrete shall have minimum 28 -day arpres§ ve strength a r " - - � follows : Columns 4000 psi ; All Other • 30 0 psi . ,. , � ., - ;- • I — 1 0 C . Al All detailing , fabrication , and placement of reinforcing steel shad be in ' � l *4 @l 4, SOT. :rt \r y. , 48' TOP / _ y accordance with the Manual of Standard Practice for Detailing Reinfpr�ed V ^ 7xCONGRGTE SLAB Ii ,SOT COLUMN RE /NF. CONT/RIUOUS I Concrete Structures (A I 315- 74� TOP ELEVx390=6 TMROUGGM CONCRETE SLAB i L ! d . ` Reinforcing steel shall conform to ASTM Specification A615- 74 and shall"be SEE SECT/OYV I j�l I ; : ; I I AS 6140P V I Grade 60 , except ties , field-bent bars , or bars to be welded which .hail be = r (I I 4 -*6x4 '(0 Atad0 33 - DOWELS 0 /O "d COLUMN '— e . splices , lap bars 36 diameters - At corners, make horizontal bars continuous II LOCATION I — or provide corner bars . Around openings in walls and slabs . provide 2- 5 ; I extending 2 ' - 0 beyond edge of opening . f . Except as noted on the drawings , minimum concrete protection for reinforcement ! z ' SS r ! x shall be in accordance with ACI 318 - 770 s + g - Provide continuous shear keys at all cold joints and elsewhere as may be shown ¢ - - - - - _ v on the drawings . CONCRETE PILASTER - h - Welded wire fabric shall conform to ASTM Specification A-185 . ` )L BEYOND RE/NF. A116 -*5 / i . All exposed edges and corners shall be chamfered 3/4 " , VERT. i *3 TIES Ev /O" j . All anchor bolts for beam and column bearing plates shall be placed with I{ ' F - - 8 " CO144CRETE WALLS <. setting templates . ' R6/NF. AS SHOWN PLAN NCteTM 334�CLR STRUCTURAL WOOD FRAMING : -- a . Romer to Architect ' s drawings and specifications . r so " a - STRUCTURAL STEEL : PARTIAL FIRST FLOOR PLAN /8/° � /O 1 II " Y `f & a - Structural steel shall be detailed , fabricated , and erected in accordance wit4 X148' /-4 - I TYP lb d CONCRETE � ' RISC " Specifications " , 1969 , and "Code of Standard Practice°. , 1976 . VERT, I COLUMN . FOR RE/NF, k b . Structural steel rolled shapes , including plates and angles shall be ASTM A36 S SEE -*4o !!O r j — DOWEL MDR/Z. - 4 CONCRETE I SECTION 2 Tube shapes shall be ASTM A500 Grade B . SLAB SEE SI c . All bolts , including anchor bolts , shall conform to ASTM Specification A307 STEAL X -l32AC /NG SCr(JEDULE PLAN Bolt size shall be 3/4 " , unless noted otherwise on the drawings , Ix 2- r5 BOT. - ,. d . Unless shown otherwise on the drawings , framed beam connections shall consist X-B?AGE PLA TE 4 CONK. WELD -- -• — — r # of airs of 1/4 " angles using he maximum number of bolts tailed for in TYPE SIZE LEAI4TN .' Table I of the AISCgManual , g X81 gibx6 20x o �� e . All welding shall be done by a certified welder in accordance with AISC and AWE X82 r/br(* lb" ( eel specifications and recommendations . 36xb /O' - �_ f . Expansion bolts called for on the drawings shall be "WEJ-IT " , " RED HEAD " , or X83 I approved wedge type , with the following minimum embedments : 3/4 " dia . bolts - 391 ,, ry — - — — 5/ 8 " dia . bolts - 2 " , 1/2 " dia . bolts G.� g . Headed anchor studs ( H . A . S . ) shall be attached to structural elements with a I ' welding machine approved by the stud manufacturer , in accordance with the . :s TYP. / =4 WIDE xB"DEEP TYR CONCRETE FOOTINGS manufacturer ' s welding specifications . WALL FOOT/N& SEE BEYOND FOR SIZE � QEht/F. Z " PLAN SEE SCHEDULE STEEL JOISTS : rrT a . Steel joists shall be designed , fabricated , and erected in accordance with , - SEC / � O/V �tu- � 10 " SJI Standard Specifications " for Open Web H and LH series joists and in S3 i accordance with notes and details on structural drawings . gT TYP, QX- BRACED BAYS BEND STEEL b . Provide joists with special end bearings and joist extensions , as shown on the ''ittrwe•��'.�� DECK DOWN FYIODLE WELD TO drawings . BEAM TOP FLANGE . R04IR CONCRETE TYP, r8 I C . Provide continuous horizontal bridging for all joists in accordance with SJI SLAB CONT/NU 5 A90 4WD J10/57" � "d!"/=O ENDS SEE SECT/ON 2 TYP, CONCRETE SLAB requirements . 92 / d . Provide bottom chord extensions where required to support ceilings or fire - 1 402=0 402 0 proofing . o s l+ a its �Jsl I WORK P01AIr R- t SEE PLAN - _ / " ! 1( STRUCTURAL ERECTION AND BRACING REQUIREMENTS : 4A, S. b ,BM. P 2 � x2 I, a . The structural drawing is llustrate the completed structure with all elements in 1 \ NA. S. ON TOP FLANGE I FOR X- d?ACIN REQ, J� 0ILO AS SNOWAI rI SEE SECTION 2 their final positions , properly supported and braced . TYP, 66AM TOCOLUMNJ y i_%/ / I �? 93 b . The Contractor , in the proper sequence , shall provide proper shoring and bracing CONK, SEE - \ - { ryp I - fir/ t ' as may be required during construction to achieve the final completed 'structure . SECT/ON I / ' . I �\\ JCC� T�O/V 33 34 /, � /O BACKFILLING : J I O a . Do not backfill against basement and/'or retaining walls until supporting slabs \ , and floor framing are in place and securely anchored . ' \ GROUT : 0% o , / 1 a , All grout beneath column base plates shall be non-shrink , "Embeco" , " Five -Star " or equal . _ W r4 7YR SHOP DRAWINGS : W a . Furnis three ( 3 ) sets of shop and erection drawings for reinforcing steel , ALL CONNECTION structural steel and steel joists to Structural Engineer for review prior to, _ O &MALL BE SIZED TO fabrication . ACCOMMODATE THE - ' TYP, CONNECTION It 'S MIN/MUM CEcK3Tp OF - - ---- WELDED TO F3EAM FLAt/GE j 14" FILLET WELD SPECIFIED x ALL /4" FILLET It/ELDS / E SLOTTED THROUGH PIPE Sy SCHEDULE, COL. OFFSET fPs TO ALLOW LL_1 ' TM/CKNESS SMALL MAT" \ P X- $RAGING CONKS. X- SRACING ® BEAM f' COL Q�s. THAT OF X- BRAC/N4 SMALL BE OF LENGTH SPECIFIED SY SCHEDULE MINIMUM q TYP. X - BeeAC/NCr # t AS I SPECIFIED BY SCHEDULE \ / ,tS SHALL BE PRE- TENSIONED I l TYP. i 50009 ' M/N. BY PRE-M&ATINIs TO A TEMPERATURE DIFFERENTIAL ` OF 25°F BEFORE COMPLETING TOP CO1J/4ECTI0N WELDS _ a TYPO X BWCED COLUMNS MURK A9VAI � AeOV/DE 4 "DEEP BLOCKoUT " f s I N TOP 06C GRADE SEAM rae � TYP. 8, COKIC�� GRADE COLUMN BASE, AFTER SETTIAI& WALL SEE p� II COLUMN ; GROUT CLOSED f PATCH FLLISM 70 GRADE 86AM TYP. COL, BASE WI FOR 4"DE SEAM 2 - 1800 ANCMOR BOLTS j REIIIF SEE SEE SCMEDIJLE I j SECTION s3 svia Lo �► I 17, r=Lr:r.Tv4c, A4ry s tSEI pLl JOISTS JosTs IV 2lm DIM I ` ` Esu -sE 107' & r ---- TrorriN4 ° `�°r``" -- (t1Zx1Z`a DETAILS SHEET A 1 « 1(S)t«IL > &ELOw JOISTS RG10F DIVERTER N l +y CeLow JOTS 4'1�1r - \ �I-(ol�l - IL'-O' LONG X15° ,1•� I , ,.�••,.1 : 4 g I 11 1 « ' 1 ' 11 ' �• N I I N \ /' coNT- OEE WAl.1- f 11 l(—IMF- _� � � �r; �� •� �-6>� 5-� zr�' s'-re �� ' sf4 5/�I 19.2 u. �-� I i�� s•G G-GtAi x-9 s-G -�'�' �. �• '. 5>�. �r � . t t — J _ Y J °� W MKS t O - N- - I N I 0 1 I "• i w 14 It " I o I I N I Y i _� I I V Nk -- 1(i O ' v 17 - 1 1!o O 9-b/L IG O' 17- 1 t(i3O it, N i Z<I2m24 Q •:t - 'J Q !a 14-b'/i 5 (e 3 4/0 1'/L'I 5th" -.r 5/c« 1 4-(G 4 of Sh" N I , I x x 3 1 1 p 3 m ; 1 „Ik a 3 + " I I ! 5'h 1 54 -81/2 1 4 G 5=G 15fs / a W . _ � . I N ! VI — — — -- - - - tit I ! ; _- - �I I J , . J = i - 1 �. r91 t<71 , N li ' ! \ - - - - - - I N ® v f v ® - v_ 1 ; N ' ! I I r- 0 I 1 N O j N O I N Low "N U V I �' _ ± I ' Q 0 ' In 1 y , - (Z)2.11'S N I =„ to V C �_J �j� ( _ � � ! 1 1 1-n a ' I I V � I • I `S < I 's (S)2*12'_S C3) 2«12s 3) Z• 12s r (32.IZS (3)Z<I_2's [S L•12's f5 Z�12s I __ ��J — -- -- o o ---- } — - H �I � vl0 j � I uc • to ® — ' II co I COLU 5 5UPPIMT �. ri -- i - 1 \ 6FJWICJ) 'S O :� O O I . 1 O 1 J O O i EEPT IN 1'AICTY _ - I _ 4 I WALLS (3) v`4 ' _, � (4) ZxIL 0-21/L" 15t I / a D I \J ` J D I NMNMO'ON�]Illi c*T (4) ZxILis I (4)Z-°Z's (4) LA1Z'S CANT fYPKAI ! — OvIm ravI-E I OVER MID. -COL . IL COL. TYp �j 2 U i U I TYPICAL - - - J .. IT 'F' U IT F 1 U IT F 6 UNIT FI DM 7 Ib TJ.1 .'sQIGO.G. I(c TJI 's �l(e O.G. 1(° Tit s @I(° QG I/o 7JI'sNha 0.C., I i 0PP W'�ND nl 1 � N CJPP. HA D I 1 fGGbF DNEKTERS _\ e . s" l� 11 ROOF v v1'JLTERS 5' o` Ar 14 e 30° n _ x I I i 5'-O° LOIVy ojp° sY' 'k" G•GIII' I G'k' t91 �. j-1 i-Id3 ' i q G G'� -rA'4" Ik slst �� LOFT - 6LD4. 8 L 1/ RooF FRAMINU 1 2 3 4 (Q - i N I dal 1�01 1 J LEVEL_ ONE - 6LDy. 8 W/ LEVEL -I°I,x O FKAMIN4 iQ � Q3 4� COLUM6 suPpoiliz ING - 11 FLOI:)K (4)2«Gs y � , 1/�IICI�V EXCEPT @P T WALLS (4)214's ALL $EAR ON 1 FOLIriDATIO�! WALL OIC 114'-7h� _ ' ! /••` .. .,--,�"�,�„t . F0011%v TYPICAL ! - 31, •3h — 3 - -- 3 9 3. -- r- j'h--a-jT j' • 3 3 3 IZst% ""'2G '!31 29k ! 58h1 •ZG ! 32 29tk -!2,6; S-Z 294` 1=11k` t29� G !/4< ; 4-O'k12-9k " S (o " "29k°' S2 (n I 5D'/? 2=9ti(9 '32 ' IL 6" 21 1 ' 4•G'k" S4' thk 3%�' � , _ - -f---xf------ II lit '- it 0 'O ; I V O I y S i ZtIS o _ o , Witt Sj N N gR N N a� - f • .• $ ' , a x 1 t - V I N N I' N a .J N y �, N -. ..a..mx G7 N N y b b b N IZI 5 i '�! N ro (o � 7 N N N Vii , N 4 0 \l CKAVJL EPWCE GRACIE SFwce coLU(. is C oNTIN k � �' n -}� I N` � I ! i L _ -- - ,I N I` i�IIIIJ Q FKOM ADOVE To t /. _ _ /'/-� / � I '� MATGH TIIMGAL n\ Ii / 11 - / L'� y G—� 7D -y " - ® N U@ N y , 4 i S i II I? C ` - --- - - G :� r I �, _ — I 1 � _ i I _ 3 ,p u'3 - I ,n 8•Z�L'� - Sh" m7 •n "A _ -' li : � ! o O I JIB V g � I - NON 2 J �O � ;i NJVI TvnIGAL N T Q C11 - CI II L, I I _, I 11 --- n ! \ _, i \ I I UNIT ,E- ` N UHr .E • s � � �� UNIT ICI UNIT ' H UNIT ' II UH10T l4, �8> II �9? 0 1 , L J I O I N �7 =Ind W 14<LE > V 1 W 14x21 I I OPP. HAND i i_ _ i ag In L SIX. .a 1 © , . I - xi r1tl j D ° 1" i xl I _ 9' 10 < I In . I I I in 11 1- cn-I /4 it; i � q/4 -ly G 4�f:: -1''9/«x• 4,0 it 1 5 5 5 /4 v Gk 4 9la ' y 1 1 3 u I u. - N i 7ZI .'.�Z to l0l/4 i G•6'/4 Iy2'9 ' IM1At j5 1-Idi ;elO° '3x 9 2�9�4„'1 18-9 /4 5= t L4-9 .(t -'�T 'f ! i I ` I tl A Y 1 I N �b • . (O 4 . 1 u . 1 1 X44 - '�O . 14'/ i N _ 491 a-4t;o 1 49'.111 - CTARDE[`I LEVEL PLA�`I - BLDG- 8 / LEVEL. O E FKA -- 4 \ S&'s 15KTq'ICr A C I TWO 1 Z 3 4 Level. CZ) 2xle'S ISEAKINy 1 N MI('i4 1 2 3 4 =L L� GV�L. �WO - 6LDEi- 8 IJ/ LOFT FRAMIN�i Level..... W 1 r /e - 1 -O FO DA TIC F« O 5 - FRA FL A HOT UND TI LAS TE M � G G _ N N 4'JQ�Ag DIME.-NSIO(•IS 4 FD'N• LJP LL E EvA.T101J5 -Q gEH510r15 5HOLJH ARE KOUGH LQ"ITEJ_ ! LAHuouS TO DE a) v I2's L1J tJ1IIT 1(� THIS ArID ARE TYPICAL FOR Fia._ UNIT t1 co�1-nHLkx)S ov�R Wif"VOW MULUON� z Lli _ -- -- - ---- - f ,DLNLDIN4 UNLESS TED OTHEKWISE � IN THIS DLDII(- UNI�SS DOTED SUPF�R1 EID DY n I II OTHEKWISE. ANb EA , MLlUt%. 0.014 UE Sl1 S 'b =3 POWH TO 1�UN0^110H WALL �I) I TO.. F In JHLES5 NOTED OTHER(JISE-aN3-10 I L�ftC 1�Sr=45LE . —U I _ GONG. FVrA WALL KEIHF. W/2- " 5 COHT MAXIMUM STUB HFIC-i1T7Ca5EAf4H4 A HOKIZ- TOP ! bOTTOM OH 8„ x1=a'• Q WALL5 SHALL BE IZ=O” FoK Zx4 T.QF. p UpIKEINFORGED coNC. P00"TII 4 STUDS A.Ho 14-0" FOR 2x& 5TUDS LII L_o utoo JS AND 4tp TO TA.W. Ob'�\ - -- -t- - - 1Z w�`5W" IL!1ULL�.Ip�TNSPK(S) @F�4. -� - -. -- © — — — — - - —=may — — — — — — — — — — I — — - — — — — — — t — — -AG—I — — —3�5'-tC5 V,/ 4 GONG. SLAB REINF Ll/G rr - W/14•l.J/19 SEE %4 IT PLA4 5 FOIZ' INTEIC►OIC ENO OF EA. L.11NDOW/Om"Itil4 _ O W-LJ.F. ON 4" . 4KAVEL TYP CAL !'AIZT:TiO( FICANIINo = ' — — — — —' — — — — � — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — In - =S _ j_ _ _ U(1IT E, t -A !05 Q �F�.M 1°�EAlCS ON Coil& TOtii r I T.OW. — = STUD WAtLL RASE FLATE ANCHOR UNIT ,F, Z - A GG tJ(v11 i PJC aT END-coL. ON ' 7 O DOLT INSERTS @TOP OF FD'N. l JALL �{IT 4 2 A G6 13 F T1ON I.1AI I-N AND oN T IN i D a DN.�Nr a N� A TO DE Ih" < IZ'I Q4-O" O.C. E F CORNERS IU IT H 1 - A G9 ° °H' ' . J ' - -. _ - - UNIT '1' 1 - A C°8 DEAlZ11`1Ca t WALL LEFT tsrlD MI)`I. I 1: - T.O:W. �, T.CtF. � � --- - - j7,` C�] 0 F !0 3�/4 © 394 �I�J Q coNT FooTIN4 id' DEEP + 1 8" WIDE 1 ' ® — — - - - - . - - - - - - - - - • / - - - - - - - - - - - - - - - - - - - � �I' REJNF Wit 50TTOM ALL DEAr1S ARE MA414EP FLUSH EXTErID CANTILE\/ED DFAM5 M!d � p 4Q L-V J�01115�TS UWfb METAL J01ST (3) JOISTS SPACISS (4 JOISTS) IHT ,I() 1 _r• _- -_ n `I' / _ - -- J 3 !^ '- �' -I '4Eft Upki 1'IOTW crM4EK411SE N� WP.iC TYPI[AL._ ya _r ED4C OF SLAB EDCpE CF SLAB s =a (3) EACH UNIT ° I O xZ O x10 CONCRETE N�'' ANGHDPK/ %MIHG IST� A P _f=,je—: 1D`„ P -O 3'19 T.O.F " O „� FA0TIN4 NO REINFOK.C11N4 REe1U1RE.D rlca E ® ,� G 6 < D93' Z O 55 10oV STUD DEAK11'{CT I..1P.LLS Q- . �a L ` I - Ja � `� L J -L� I�t lt? tR - w 14.0/1 Z' 6;-g k' 3. 1 643° (n-9 ' x=o 14-0'/2° 8• 1�'1F r I T.O.W. \� 3 :8 STEP FOOTINLr 4 FOUNC�.TkON Wa.0 F Tom' N I tDI 5/e k' 6 • AS SHOwN ON ELEVATION !Z ASO TYt'ICp L UHTELS @ pOOK5 It ( 1 F p Q uyQ• Z TOP of FNDT("I - ►.TALL FOR ZO•F * Q TOOti S2) 2 &` s KINGI WALLS J f bWIDE= 4DEEp NOTCH IN F 0 � +� 4 !—1 y « , I� � 9 - - -- I LIN G JID9 -8 /� - ' - 1 'r - - TOP 5TAIR lJlpl� WALL W/ 4 e !G - -� - D - _ � STEED TEL 1SCARI G 9 E.W., WEST KAtE. 4•[Z) 5 COOT. J 0 3 7 (4 G IJIpE«4 DEEP t IOTCH ( I J r 8 TOP Z 6oTTOty) X - -.1 ' IN TOP OF FNDTN. - _ --- - - _ - -- = - . 7 j�_^Z•�� -- - >} Q TYPICAL LINTELS &D EXTEKIOl2 �. - i e' uNT EL FDEAKINWTL ' _ t 8 m I TO W. 0 I IPORC.E FULL E W 1 SIr7rT DOORS To S3E (3) 2< G 's �- O LL y I WALLS K4 SIG • 6 — JI in Q (�"5 t ToPtb7T +A pZ_ I e � _. I !�I i rI � - Q rl? s eUINDOWs To bE )2xas •,•t- — — L _I 1 0 u — j r �i { vQ r 1 8 GOpIT OVEK UINL7041 NUA UO(4S —j ,( p ,�/ . aa I , ! KF HFOKC 15 L1hL,/L�W/c/*4's L!°Z4" OG.C. _ •fix. V" 1 / 53/4 u' -i ; . - x 1 N 1 N - a- S 4 11 i " M .M1 . GnTI�..�-C @IN�IVG ! ^GE4�) / '-! �. • - - - 4 I B Z?-5�/4 8" 401/4 8' tl S fit 5 /a 8 5=4 e9 Z3 5ia 10 -'T C x ' > - - --- --- - � , - - -- - «I'.I - ---- - - ----- - — - >►tl�' -- - - - - - - - - - +I'.±' N I�NDO! ) (vtULLIONs ._.- co T. Ton € o , .oM u,^ITELS @ WI Ws To a_ [3)2 5 e _ 4ts 114Y ---- - 9 coNT. ova wl - - - -------- ------- - " 4 cork,- cLK5 MWOK C W/ - 107-T Q @ Z4 - T1 -, L S To INC. (Z) ZrIZ s FKAMED - - - - - - -- - - --- ---- - - L.1�J� TaL1«NOTE° 11 ANT s TC> III ® •b HANyEIC SIF K�JIUKETDAL FOUHDATIOd tMvAH 5LCVA. 45 A & & A 4010'-3 .re Fur 7T] 4 ,3 TU71- = Fes* 4 ®- --- mss= � � --- -- -- - — -- — ° DO 1 I N •a #{-f1 L -J - . r II • ` - I n �At ` 1 t Ira r - - = - - - _- _ - - _ -- l 1. It 1 2z N' y i � 1 4 _ Ig IN I so -;�- - --- > / r I ' � 101 ' ij j V �I ,I - ® J /1 [BEST ELEVATIO DUILDIrIGr r10. a 1 =' � ' EPOO � al[ I , I \/O - �i - ---- — - - . - 44� Lbw- - - ---- - -- " - --- -- -- -s : FF Cj I� Y 14 V - - ` " : -' - -" - -Tom -- -- - - _ _ - . --- -- - ---.-- - -� - - - - - � - - ° - - - - - - - - - ... - - - --- - - -- " - - - - - --- -- - - - - - --- -- - - - - - -- - .. - (. 1 � V' INTO C*AwL 2PACE J 'IYP'I�• • AST ELEVATIOH �ulUVit�G Flo. 8 � +ra of W Q 2 . i MATERIALS L.E64E (�0 �r LIJ W lJ --- """' ?- TYP 4 TYr \ ASPHALT SH1H6,LES 0 a f- p ' 5 4 ` I a" - � 1 j 4 ''S, / w �4 : O PLAIN CEDAR VENEER 51DIH4 C -�j� - 4> FF - --- - - _ _ E 3 4KOOVED CEDAR VENEER SIDI(`�l W o _� \ - O 3 _r 5 _ -- 3 Nom - f 1x CEDAR TRIM - -- � l5� SHEET METAL REVEAL 5EE DETAIL --� FF SHEET METAL CORNER P; ECE -~ - 15LFFJiPN14IT \ =__ - --" (TYP ALL CORNERS) 5EE DETAIL - k* a ► � \ o yo in E LOSURE- - 1 �� - t -- -- — - - -- -- f F r - O � F 7. 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