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DIVISION IA GENERAL AND SUPPLEMENTARY CONDITIONS
<br />ALA Document A-2'01, 1;atest edition, shall become si part pf
<br />etheas documents. Warranties and Guaranties shall be for a period of one year vn7
<br />leas otherwise specified or required by law. EWmi_to. f_eeft. jeti,o_: Contractor shall pay all construction
<br />permits and fees incidental to the construction of this project.,
<br />unless otherwise noted.
<br />unless -otherwise noted. Irlpecl ' Eeg_g,: shall be paid directly by the owner. Con- tractor shall notiOfy the ojinor of all fees prior to start of con-
<br />qtruo,tiDn. Contractor shall be reoponsiblo for
<br />keeping the site in a gars, sanitary, non-polluting condition.
<br />1d.QrK Contractor shall Provide responsible
<br />supervision of all work. Unless otherwise agreed upon with the
<br />owner, the con tractor shall have a fUll-time superintendent as -
<br />assigned to this project. _C_o0LULar,Jt Bre*1:s0QwD awl Emmento: Based upon applications
<br />for payment and certificate for payment. AIA eJocument 0702, with
<br />continuation shoot. ATA�documerlt G703, submitted to the architect
<br />by the contractor, the owner shall make progress payments on be -
<br />account of the contract sum to the contractor as provided in the
<br />conditions of the contract, as follows: on or about the tenth
<br />(10th) day of the month, ninety percent (90%) of the vortlon of
<br />the contract sum properly ellocable to labor, materials and
<br />equipment incorporated in the work, and ninety percent (90%) of
<br />.the portion of the contract sum properly allocable to materials
<br />and eavioment suitably stored at the site (or at some other loca-
<br />tion agreed upon in writing by the parties) up to the thirtieth
<br />(30th) day OF the preceding month, leas the aggregate of Previous
<br />payments in each.cage; and upon substantial completion of the on -
<br />tire work, a sum sufficient to increase the total Payments to
<br />nins t y percent (90%) of the contract sum, less ouch retainAPOS 09
<br />the architect ahall determine for all incomplete work and unsett-
<br />led claims.
<br />_FJ_aaJ ovjyMpa, constituting the entire unpaid balance of the
<br />contract sum, shall be paid by the owner to the contractor within
<br />thirty (30) days after substantial completion of the work, unions
<br />otherwise stiDuls'ted. in the certificate of substantial compla-
<br />tion, proyided thq work has been fully completed, the contract
<br />'fully performed, and a final certif;1cate of payment has been is-
<br />sued by the architect. Mixec Q� LeJn: In addition to final presentation by the Contractor of -All Affidavits required by the Mechanics Lain Law of the State,of Florida, partial Waiver of Loin will be rpouired with each payment request, after the first payment. Final waiver of Loins shall be required for all labor and materials prior to final.paymont. The Architect
<br />shall be responsible for the following:
<br />I
<br />DrAw-inae: The contractor shall be responsible for
<br />recording all underground or concealled utilities, changes, or
<br />modifications to the drawings which occur during construction
<br />on a Fiat of "Record Drawings" which shall be furnished to the
<br />Architect upon comaletion. Each sheet shall be signed by tile
<br />the person and firm preparing the document.
<br />WD-tinAme Manug-1 and 5.Par-Q. PAC-U: Contractor shall fvrn-
<br />ish to the owner copies of all maintenance manuals and opera
<br />ports, Properly i,dentffied. prior., to final payment.
<br />n4V_LAI3r._Q: contractor and Subcontractors shall supply the
<br />following for the length of the project: Contractor, at its ex -
<br />Dense, shall deliver to owner before the commencement 0 f work
<br />Provided for by this agreement one copy each of a certificate of
<br />insurance certifying that the insurance coverage got forth below
<br />is in full force, and further certifying that these Policies will
<br />not be cancelled or reduced in coverage amount during the period
<br />of construction, unless and until the owner Is given ton (10)
<br />days' written notice�of the cancellation or reduction In amount of same. Subcontractors and the Contractor shall provide public lia-
<br />bility and broad form property damage insurance including Com-
<br />oleted operations. Completed operations coverage shall be con-
<br />tinued for not loss than twelve (12) months after acce6tance of the work under the contract by the owner. rho limits of coverage not to lye leas than- Standard Workman's Comperigntion
<br />Under State Statutes Statutory Limits Comprehensive General Liability:
<br />Bodily lhjury and Death including
<br />Contractual coverage Limits: $250/500,000
<br />Property . Damage including
<br />Contractual Coverage Limits: $500-000
<br />Comprehensive Automobile Liability: (Includes all vehicles moving under their own power
<br />And engaged in the work under contract) .
<br />Automobile - Bodily Injury/Denth Linbility
<br />Limits: $300,000/ 500,000
<br />Automoblie - Property Damage Limits: $500,000
<br />Insurance provided under this article shall include all work in-
<br />corporated in the buildings and all materials, supplies, equip-
<br />mont, machinery, and apparatus which Are to become a part or the
<br />building Upon Completion, and which are located on the con-
<br />struction site r immediately adjacent thereto. Owner Shall
<br />riot. be responsible in any manner for property, tools. equipment,
<br />,or machinery (whether owned, leaned, used, rented, borrowed or
<br />otherwise) of the , Contractor or Subcontractors, or the emoloyPea
<br />or agent of eitherof them. The Contractor shall be added to
<br />such insurance Policy na,an "Additional Insured".
<br />The CoAtractor shall, at his expense, provide fire, extend
<br />ad coverage, and vandslirm and malicious mischief Insurance on
<br />materials, suDolies, equipment, machinory And apparatus., except
<br />as Provided in the preceding Paragraph., "Owner" shall be added
<br />to such Insurance poli�y as an "Additional Insured".
<br />,Subcontractors shall carry Workmen's Compensation Insurance
<br />on his Subcontractors' employees in accordance with the laws of
<br />the state. CONTRA. TOOL OHALL PXare10150 e,10 e0#40
<br />ISHAO-L- P96Vi;D1RO ALT. FOK PIMFMMAWCe
<br />Af,L0 FA1Mat4-r a)11*40 FOM 100% dr-V40XK__
<br />Contractor shall Indemnify and hold harm-
<br />less to Owns& and Architect from any and all claims, suits, long- as or damage caused by the Contractor, Subcontractor, suppliern,
<br />including officars..apprilts, and employees of same during the Per-
<br />formance of the oohtrAc-t.
<br />RArf_Q1manam And Payaq,nt J3.Qnd: 495 AbOVIS,
<br />1130 Q_QaM4;_I; WorK: Contractor shall not make any
<br />changes in the work�prior to the issuance of a signed change or-
<br />der, unions- neceeeary by a directive from the Building depart-
<br />mont, Fire Marshal , 1�_or the safety of persons or proportfeg is in
<br />jeopardy. No changes in Payment shall be mods without a signed
<br />change order. All change orders shall be signed by the Archi-
<br />tect, owner and Contractor. DIVISION 18 GENERAL REQUIREMENTS
<br />54;vQ% Qf kf_Qrk: - 'shal I be as outlined in the plans,
<br />specMications, bid,documents, change orders,, addenda, etc.,
<br />and/or as required by law. The plans and specifications Are
<br />general, i,ri.natur.e, and do not relieve the contractor of providing
<br />all the work, materials, and incidentals necessary for a complete
<br />project. -The contractor shall notify the architect in writing of
<br />any errors_ I .or conflicts orior to porceeding with the work. The
<br />architect shall be the final authority In the interpretation of
<br />the contract documents.
<br />T-OA10-1; EekQJ_Li_t Lee: Shall be provided by the Con-
<br />tractor in a 1,9cation agreed upon with the Owner. HIA.,,
<br />%, 1eJAUhp_nfI,- Shall be provided by
<br />j11ttgf,c 8L
<br />the,contractor., The owner will pay for power and water used dur-
<br />ing the Progress of the project. Power usage shall not include
<br />the continued running of'the building air conditioning for the
<br />comfort of the workman.
<br />mad stprAe: Shall be Provided by the Con-
<br />tract5r,'iri a location agreed to by the owner; All materials
<br />shmilobe'stored in A safe, secure manner. Stored materials for
<br />which the Contractor is reavogtinq Dayment ahall be 9SCured in a
<br />manner approved by the Owner and shall be nvailnble for inspect-
<br />ion prior to Innymont. The owner shall not be liable for motor -
<br />into oliffiltilift rr,,tn tha Intl-
<br />-------------- ACCtstORIESi Instal I csblftg�* mad at peiiieeter Eermalno�nt u-t-Latios Includ1nv S104-1 J-010-ts, drowiriao. She I I conform to The "IMUnV41-10 Signature Swrms- guarantee aliallbe provided for Drawl, le e All fees end utility bills will �the A.I.S.C.:and Steel Joist Institute. DOORS, WINDOW$o AM CUM 50111ts is indicAtq A no Manvill's, Products. surface'shoUlt sct�.*Xcos 100 sq- ft. or a as � f-stu con e d n r 0 I HARMIM Shall be furnished and installed as d. The "owensiCoi-pin$ Membrane Roofing Guaranty" shall be provided for n SCOPE, rumish and instan all 4rywall onstruction indicated on the CQDttActo_C_s Ewiment: Contractor shall Provide all tools, Ovens/Cornins Fiberglass Products 'Draw ngs as specified here -AMUIL01-CULM I i I ".1,11 . ' I in. a eqired for the vrojact end shall e SCOPEi Furnish FINISH HARDWARE as shown, specifind, or required. DELIVERY AND STORAGE.j and fabricated-itemn. : Contractor shall Provide in accord- ROOFING NXTEXIALSt GENERAL - It is intended that the following list ofhardvart or hardware n indaed on the area under roof, regulations, and an required for the safety schedule on the Drawings cover all hardware required to complete the Drawings as specified herein. protected from the wr';athor. and'socurity of all Persona on or about the site. h s r %hosts and unitor" top prolmot. The Contractor will be required -to furnish and install all of -to complete the project, what.bor or n Itis listed DELIVERY AM MRAGE OF MATZRIAJAi Dolivej,,all material a In marked, INSPFCTIOH Erctmtnq umber: Shnll:be kiln dried 849. NO.-2 (1200 IF) or hardware required Ot OF SUUACES.- Start of work means acceptance of surfaces to s e Colotax No. ACS-4-C-O. s rials in protectodoarams.C`_ e with con- , ',� ; � - I i familiarize himself with all existing condi- crate, or no noted on the drawings.- shall be Pressure Item of-hazdvare shall fit properly. tiona. Contracto posed us* treated. QUALIMATIONSt Acoustical contractor shal - I 1 : i. r I h h p s CONTRACTOR! Provide a competent Hardware Consultant IAHC or equivalent) turer. and'sha)l coordinate all work Accordingly, Any and/or all reno- a. Owpria/Corning Specifications shall NO- '43-la- to service the hardware at the re a �Qutbv. .3_199vexe. NaIliro_., an r 4 EU E-tag, Shall be yellow T Contractor.shall APPROVED MANUFACTURERS! Products of National Gypsum Co., or U.S. Gypsum ze Al I Item shall be Installed In the bostmanner and function perfectly. E not proceed until all Co., are,approved. pine, 1200 f, pressure treated. has corisctod� installation of ceilings RIGID Poor ImMUTIOnt unsattafactory conditions have boo SCHEDULE. e itten schedule to the Architect e eptance �of comiltions, by this contractor. Adce g n e a qe Re.f.0".nc-9 Sta.ridards: sn on GRAVEL i Dry light colored re nmin o ASIX D1663. minimum rate Coordin&te with olectrical-contractor to ensure that the suspension y8tem a e une e HARDWARE LOCATIONII is properly supported to cax" the sloctrIP4 fixtures. 1/2" thick regular gypsum wal lboALr . d. thi r pLuKelso sillw9l i lbs, shoot lead furnished by plumbing contractor and rabbet. QUALITY ASSURANCEt e c e e e a c. VV,thick fire -shield vallboard, type "X", where requIrad.. rmquirad by the Drawingq. QE Ramal q s e owa ceal p e or e qe y i s or ow, rl.Astilw� : RUNNER CHANNELS: 1-1/2" cold rolled. channals. . or eauel- is listed, the Contractor Openings with heade d h e Maximum deflection for suspension system components, hangers, and fastanIng devices supporting lighting fix coil int'gril lox. p e e ini ce o and acoustical units% Lf36O of span, tested in accord with AST14 ex", C635-83. a. ASTM C-380 e of e Con- e o struction Docurvients", the Architect shall Inspect the work 9 , pec I e a . rbiffum' S.P. exceg es b. Gold, SO , lad Ratchal nails as recommended by themanufacturer. e p 2. Bov, camber and twisti Not ve finish floor to center. sp hall comply with all inspec- -seommended by the manufa t regulatory a e prtment or any other e u heg COUNTER FIASHINOSt Galvanized Iron, .2himuge. Furnish cutout where requirvid. SCREWS-,, Gold bond screw urst. agencies who may have jurisdiction. a e gazed Iron, 26 gntige. Fill with asphalt, 10VARARTEI!, tac guarantee, in writing. all materials for LAMINATINO.ADHESIVES! As recommen r, e e w aee a l&co..at his J.Qj� Sisqn: Contractor shall f a Po p . N to e ar CORM AND SO teel, standard. SlOnAllY pointed ob sign depicting the name of the project, the defective within this STUD WALL FMING: ACOUSTICIALdRILING BOARD u s JOINT TREATKDq- As recommended by the manufacturer. st MING. l be "Shasta", A. RiW_bgArd Of fiberglass, 24" X, e a ,,style by Armstronso Board CEILING SUSPENSION ORFURRINGSYSTEM: Drywall furring channels, as n alternae ps not w . a ae me r . fied, the Contractor shall base his bid on the least expensive sag- Board shall moot Federal Specifications noted. n s s he do- GRAVEL STOPS� ga b. Fs Aired alternate, d. LINTELS: Provide e I PIWJ= h a (0.75 or more), ag ication. ag um CMERS AND DOWNSPOUTS! 26 snug* galvanized iron. acttivers material comparable to. the specified hardware e p r t Insulation In conformance w e n w A]1oKADr.e_EI: Shall be an follows-, W/A printed instructions. d. g th the manuf s Rsovin, ow, Yale. oggWig-SIE4 I recomm p or wet a ei d on Drawings. Provide control Joints where required by the manufacturer. R SCOPE a. e e s - insulation from moisture. s s all outside eads around all openings. an Con Furnish and Instal a e Cipco. M" BOARD- 1/2" thick gypsum board with whit pecified, manufactured by National Gypsum Co. Finish all Join" , corners and angles In ambordance with wallboard minu-. pe g ten t ports g to the Architect. When shoo printed instructio um and s v w r nd ish hardware and' door trilles shall be Installed under e q ng a US 8. S i eal ee ;NSTALI.ATION- Hardware and accessory items called for under these see- ai finish. listed in the "Administration of the Coni ct". the XLAnc" with manufacturer's printed instructins. ceiling suspension system, h a ct. S140P DRAWIH03, Submit shop drawings for approval prior to fabrication. j com e p ni a. Gypsm wallboard on wood furring sh4l all �-olors, textures, etc. shall b DELIVERY A.ND STORAGE: requiromentsi manufact' en temperature a. e e Job after all wet trades are -Chicago Metallic Corp. b. Nailintand/or $crowing to metal a tuds and channalo�shall be in a oofing -Donn Corp. ORK s MES accordance with the manufacturer's recommendations. aroa. o ng Mi e .Q-1-earIng and Grub0ing: Area to be covsred by the 'building c. Where splicin eesry C �Apply water resis if required.,* �il_ shall be Complete a A71 APPLICAPLE STANDARDS: end fr hall befftenufactured h e well in place. Cover ply shall be'removed when starting again, mm ees 2. Expose ss s tion. e I d. Prevent traffic from using built-up rooting. a) Structural characteristics i Heavy Duty, meeting ASTM C635-83.- h INDUSTRY STANDARDS: 9E=A yoling and B,pKfill ag, STORAOE! Doors and frames shall be stored under cover on the building a o e cordarif-9 with roofing sions on tile Diane. A d on floors in a manner that will prevent rust and RA um omm DESCRIPTION OF WORK t y for placement -of concrete. damage. a M s work as shawri on the Drawings and Schedules f I I I . Not I f y Architect if soil condition Appears unsuitable. f Lay nomorq rigid insulation than can be covered in a days work. All fill -under slabs Shall be made with c I 9 an sandy soil con- i from moisture. g and an herein specified. MATERIAL: DOORS NM FRAMES SHALL BE FABRICATED FROM STEEL. 3) Design: Double web. trash, or organic matter. Fill shall bq in b. This work includes the paint-Ing-'and finishing of all interior and layers not greater e thoroughly water-ouddled and R LA NOUS USE FLASHINOi e ore a I abo of Commerce., E coat or exterior items and surfaces throughout the project, except,as noted. rmance with.manufacIturar's printed Instructions. primer. " flangewidth; 1-1/2* height main tees;. P Cro e g s reTjired to- a u ing vhether,used . r for Custom Credo. les.ts e METAL FLASHING Am ACCF.SSORIES, most lassification$; DOORS- ini cats. sa e a oodwork Institute (AW- y- PAINTING NOT INCLUDED, Tba,following are not.includad, or are In other s e e e e e clearance ntmum 0.020" thickness steel. channel or at Jambs e g i REFEMCE TO THE DRAWINCIS! indicated on Drawings. e w cover- 1 n g e a m and requiremOnts not speci- ring mm n w shoot excavation free from water until c fied. w with allowances for expansion And contraction to ce - b. CONCEALED SURFACES. a) Hold down clips! Suspension system man ard avoid buckling and/or a ctiont Construction of the door shall be In accor- e gs, b. The Drawings my "quire material item which diff"r from thns" ACES. P91SQntag e dance with the manufacturer's standard practice. Except exterior rating as r"quied. c. FINISHED MAL SURF doo re. PUTS AM treatment shall b pa n ducts, pipes, conduit, supports, *to., that run through the roof dock, d. OPT"TLAO b) Hanger vLrei Minimum 12 gauge, gelvanizedl soft -,annealed, damage done by termite infants- p bond against s P Termite s e sa 11,61hings, counter (lashings, and pitch pass for all In TXKM I ildsteal wire . Vents through roof shall bey flashed tion. --n9um DELIVERY ANDSTORAGE. less,th a a a. Conralt Frames for doors shall be -combination buck, frame and trim c) Wire e t wire. Do all demolition an required by the drawings GENERAL REQUIREMENTS, iate nalis, The "tal r1ashings rholl.bo coated with a. De e Jo ers. d 4 strip of.folt, approximately 4" over the nail type, according to Drawings. s v he site unless otherwise directed. a, All lumber and plywood shall bear grade and d e e um a cated.motal clamps for fastening to stricit storage to paint ma e m sp e. covering the firstlayer. Over this apply a final b. Frame thickness, The sheet motal frames shall be tV gauge steel for buildiAg $��OtUTS.* I e am gauge for exterior frames. 5ee pwa.5 n he site drawings. u, e surface gravel. b. 91LES AND PATTFRNSt Lumber shall be surfaeod 4 sides. Worked materl- si e a. Frame Anchors for Wall Conditions: Provide a minimum of three anchors VEL STOPS: p am INSTALLATION.- CABINETRY: AWL quality grade "custom". el stop as drawn. or with drive scrows spaced ro tem installation: MATERIAL QUAITY- a a approxi"tely 4 Inc a herwise noted. MOISTURE CONTENT: Finish Iter6or shall be seasoned and shall li�ve not over ve m e FIRE DOM AND RELATED FRAMESs Fire door and frame assembly shall be in b. gravel stop Joints shall be.spaced 1/2" e accordance with the ASTM designation E-152-41. The'labol shall indicate ASTM C636-76 119011 except for paragraph 20.1 lovel'tplerance: RaJ11 f Qr_C_l a Sha I I be as shown on the draw I Ing" e e n e indicated In Quality Assurance paragreph d by the-4arrm, manufatUrer as the finish coats. Use D(X)R FRAMES: Grade "C" Cypress, Larch or White Pine. o d n macu above. a s q et overflAnxe ot gravel HARDWARE't U D TRINi stop. us e s g upported to structuxal system. A rein shall s in position until concrete has obtained 85% of Wile ke r n pressive p Use -Im in applied mO or main e D. Secure to:building receive the following type of paint. The number of coats as call m a s GRAVEL: structure. the Drawings, if not then the following shall apply, paint bibrush , s e s e s er Or concrto'_` Shol I be: e ta s member block shall be applied by brush o e Sace frm s PLYWOOD: f lighting fixtures. r&tj4ts% sAo4z c&t4F4 U-SE s u J) 19114AL n umns 112' from too. a. R a a a. Exposed Steel llntarlor)' a. _xponed both sidesi A -A APA. e specifications for Standard w o than 5" In !p'-O" vertical drop. F W a square of rounded pea �lat2 F t e j _Jnjg;tle�a: Shall be Integral d) s b. Exposed one side: A-D APA. turar's variation. Whe p a a ceeds maximum spacl-,' free from dips, cracks, waves, etc. e construction, o guard Finish No. 455 e receive hard ti-le or ep -a. Exterior typo to be used where i' surfacing ifstal t ng carrying channels, to maintain ma.x1murr romps, light, broom :b. Exposed Stool (Exterior) p apped shall be finished in l appear on all plywood shoots. GUTTERS AND DOWNSPOUTSi Shall be prefabricated 26 gauge gAlivanited Frame shall be installiod plumb, rigid and in true alignment. p rt V. All Coll- , I �) Any Part of the suspension system that S in contact with the 1. -One (1) coatOlid-guard Finish 5207. accordance with'Florida Statuee e re in 10'-O" lengths with Joints lopped. Turn Out at e appearance. crate slabs, except those recdiving hard tile or epoxy, shall WOOD DOORS. All wood doors shall moot or exceed co"Irclal standard CS splash blocks. Hold'In 1� clear of the wall with P.I. straps spaced as stem at lid-guard'Finish No.. 4550 Indu e required. C. with a minimum of two oa strial Enamel. All exterio llbe weather stripped. (2) hanger wires per section of metal. Prp s core. uwl-C-14 NOTtV PREFABRICATED EXPANS' c. Galvanized iron __t0"_JQ0: Concre ION,JOINT COVERt e or quick drying and from freezing in accordance e a. Provide expansi tics. e e ized Iron Pr w equal. JWAERAL O , 4,n -0* by 16'-B" module, ed grid system, Z' Glid_ffuar�d rinis G A e ts h No� 4t50 Alkyd I ridustA61.1,namol a. s f oint c4jQ9 s Drawingsi as specified herein. I e ie u a) space main toes'st 161-o" D.C., amLximum, I FSTEN W h e Printed Instructions. APPROVED MANUFACTURERS: s o rigidly secure members in place. -0 D c ln'tass to 1 One (1) coat GliddenSpred Glitle, A No 26,25 (acrylic). C e e grid module. Connect to, xadfi tees through., um eng surrounding work at all t1mes. e a 2. Two'(2)''colsits Glidden Spr*d Olids-on 110; 3515 m as, e BGH d " module:, 0. Gypsum s mrsonnel for t1in fabrication and installation of all items lABELS: Class sa in tees at maximum. 1. n pired Satin Latex 3400 Series (Primer). IE e s or a OURLITY.CONTROL S e w rote Corp. with ppr FINISHES e a -0, D.C. perpendicular to main teas. x :3400 Series (Fiishi. A P eq ho rw I so. wo wo 5,000 n ca O* D.C. porpe and Wood Trim e Ins orre 2 '�O" by,Z'-04 grid module. trim shall be back prima a Connect to main tees through 1. One ill cost.Glidden Sprea Wood Undrcoator No. 310. All slotm in main tees. a s d MN AP c es in contact with concret s Drawings -or as specified herein. V.0J -i conforming to F pme S. Level and equ w 1. Two (2) coats Olidden Sprod (lov,luster) t ithin�opscifiad Tp all LATH AND PLASTER work Indicated on the Drawings or as specified belinning coiling material installation. 4600. u d to adjoining surfaces. Fastener heroin. e ood- As in Hor w ee o man Division, a je supported s. Stain d W DELIVERY APO STORAGE., _i,ZQD_tdl _J ng: Shall th stool� 2" leas in width -than wall clearance. Bottoms o wthin 1/16" to sills- e 1. Penetratig; Clear StAl.n. e packages, bearing noom of the e s r all metal around the recessed s ursing as Shown on as j e a. THICKRUSi Finish hardware-mhall be accurately fitt manufacturer,, and store materials off the floor. fix w e above. 1-1/2" main masonry,. de MQrt runner shall be used for all metal that supports a surface mounted -ftr: Shall be type M or S MIXI a p e light fixture and bung with win as specified above. e y Millwork, straight, level and true. JAE=1011 ecoralonded by the manufacturer. ea thick b i jp _Jots: Shall be 3/8" PXIZ FLOOR SLABSI q UNDER CONC FINISH TEXTURXi White with a light sand finish. s dins at itersection of sumpanded coiling and rawings. shall be a. Spread shooting smooth e ur of the slab at tho porl"tor. as selected by the Architect. TIMML AIM MOISTURE PROTECTION b) Miter corners where wall moldings intersect or Install Corner
<br />r e l the mipimm end and Oldf ISP Of 4"- a. MAIN RUNNERSt 1-1/2"vold-rolled steel channels. caps. SLJ.�;A MQ_Ltek[7.' Shril 1 be typo N or M as s b. CROSS FURRLINO: 3/4" cold -rolled steel channels. c) Attach to vertical surfaces with mechani SAM Nr-nish all labor, matarials and equipment necessary to apply and L--Mqm E I a d) Each main runner and every third cross too shall be pop -rivet- 50OLY W-to: Shall be'in so- ROOF INSULATION. rLASHINO AND SHMT METAL work d. TIE WIREt 'No. 16 gauge. ad to,vall angle. 981), "specifications for Con- a e e SCOPE- The work In thin section Inelud"s all insulation In ceiling and 9.' Where grid system exists in unresta . . ll� I race back tb e walls as -specified or called for on the Drawings, METAL LATH- Diamond web fabricated from &alvanizod steel. crate Masonry Construction.'* 0. . I cur ing hanger wire, main too, or carrying REOUIRFXU"S, Rooting, contr e e e Shall be in'accordarice with SAMPLES:, Submit samples of building,insulation when requested by th" nnl e O" D.C., maximizIm. ci-ch M&O.O.Ory, E. CASINO BEADSII Square end, sited to full stucco thickness. 61 a y mendatlons of the ma n lon." dance with the requirements of the manufacurer of the roofing mterials 4. EXPANSION JoINT9. sited to ful S. gypsum No. 7S. o rance with e e ofing contractor.. IDENTIFICATIONj All i p n hold down clips to prevent movement or displacement of units. the packano,with the manufacturer' a no" and R value STUCCO MATERIALSs VS INSPECTIOR,OF DECI(i Before starting roofing, all roof surfaces' shall be oa ,system as called for.onthi
<br />e hen shown on a s a. PORTLAND CEMENTi Type 1. s 6-150. Drawings. to the Americ tion specifications whether oi not tile roof dock to in satisfactory condition o rece ary Institute CLEARING: D c o a rooting. Application of insulation constitutes fullacceptance of the, BLANKET INSULATION: Provide b. LINE: ASTIR C-206, TypeS Doublellydrated. B TM ' A-36, latest revision. roof,d6ck surfaces by the roofer and manufacturer of the rootina miteri- an w Structural 's e shown an the all. discolored unit murMcas after installation. c. MASONRY CEKMi ASTM C-91, Type 11. qu s al:. drawings and shall include b. Touch-4 scratchoa�, abrasions, voids, and other defects Iq pointed g Plates s WARRANTY/GUARANTF1, d. SAM Clean, well -graded from coarsoto fine. materials, end other accessories necessary and incidental to Com- metal surfaces. hod together and Blanket insulation shall be Vastly Placed, not PquS5 structural Stool. A. a rovide the owner, a plotely 'erect all rranty agbiftat.loake In the roofing membrane and Jo r we a. Remove and replRoo damaged and stained acoustical, units with 64v. 0 pa material and labor ever a period of units. Wei -ding: y w s o COM Factory pro -mixed white stucco with a lightsand finish qu e twenty I 70) yearn from the time MEM10H Shall DO� 01161i o s e ion" guar o c em APLICATION OF MAL LATH! Apply�ith longdimens ion perpendicular to cross furring.' Do not run lath continijovaly whoro expansion Joints crate. ea
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