|
�
<br />t-
<br />.
<br />� I .
<br />R
<br />I
<br />.
<br />.
<br />aqw.er_Al. QQn_dJ_t_tQjis: , .
<br />I
<br />I .
<br />I I . I
<br />I
<br />AIA Document A-201, latest- edition, shall become a Part of
<br />dc . � 1. .
<br />.
<br />I
<br />�
<br />,5M"_1eMen_tdmY. aenex_gLl _Q,Q0SLttiD_n�:
<br />.
<br />I aranties shall be for a period of one year un-
<br />-lest, other . .
<br />.
<br />� .
<br />I Pejlilj�ts_ fje_e�s� _et,_r..: Contractor shall Pay all construction.
<br />permits and fees inQldental to the construction of this oroJect,
<br />I
<br />� I unless otherwis
<br />unless otherwise noted. I I .
<br />.
<br />� .
<br />_1mQ_,3,c1 ' Eeee,* shall be paid directly by the owner. Con-
<br />Pi
<br />struCtion.
<br />I I
<br />.
<br />I
<br />Zar:Lilt.wu Er.o.y1ai-ons : Contractor sholl be responalble for
<br />.
<br />'
<br />,w_Q_eT-_YJ.s_i_Qn -Q-f W-QcK: Contractor shall provide responsible
<br />r l work.,
<br />p
<br />_Q_Qn,1�_ca_c_t arQctKd_Qwn aind P2ymenlo: Based upon applications
<br />n G703, submitted to the architect
<br />n Pa
<br />e
<br />on or about the ten
<br />P
<br />su p labor- materials and
<br />I percent (90%) of
<br />contract sum,orooerly allocable to materials
<br />� e
<br />h
<br />o ss the Aggregate of previous
<br />� ,
<br />Pc 09K) of the contract sum, less such retainages as
<br />the architect shall determine for all incomplete work and unsett-
<br />.
<br />E-Inal vayfilenl, const.1tuting the entire unpaid balance of the
<br />I
<br />p ner to the contractor within
<br />thirty (30) days after substantial completion of the work, unless
<br />ated in the certificate of substantial cornDIp-
<br />p
<br />sued by the architect.
<br />W-ai-y-er �of .Lei-n: p
<br />Affidavits required by the Mechanics
<br />v e q
<br />m rockiest, after the first payment.
<br />.
<br />.
<br />. Adm_tai,s_tr_ati�Qn -of -thp, Qonat_r_q_c_t_iQn . _CQn_tL1a_Qt: The Architect
<br />e
<br />12 eL9,C-TIC�" 0'1= C47L09i �- "ATBKW�-51 014L-y- I
<br />I
<br />I .
<br />-T4e wii�vwc_ oF_rAK-T"F_wT oF .r;4a (::,iT,/ or- ,
<br />7Z6FAYr,PJ1,L4. ,�HALL bEi R05F10AJ19:4_F_ F,V&
<br />AP"JS41419,A-TI01-4- Clio -ri4e CeNTKA I CT
<br />Lq7!12_Wi3_t D-r-Ewipil-s: The contractor shall be responsible for
<br />g undu e g
<br />I e n su
<br />on a set of 'Record Drawings" which shall i
<br />Each sheet shall be signed by the
<br />M_ai_ntu_aue McAnual and Spar-e EarLs: Contractor shall furn-
<br />a
<br />oarts, properly identified, prior to final payment.
<br />Insyr_an(�e: a py
<br />g Contractor, at its ex -
<br />Parise, shall deliver to o
<br />ge p e
<br />ceying that the irsurance
<br />u h
<br />age arnount during the period
<br />unless and until the owner is given ten (10)
<br />as
<br />. and the or shall pi u
<br />b r damage ce
<br />'
<br />. cce
<br />�
<br />Under State StBtutes
<br />pe e
<br />Bodily Injury and [',Path inc,ludinq
<br />r.a g i
<br />g ncluding
<br />o oag
<br />. I
<br />�
<br />p m I
<br />e mg n e
<br />work under contract)
<br />ly Injury/Death Liability
<br />.
<br />Insurance provided under this article shall include all
<br />cornorated in the buildings and all materials, supplier, equip -
<br />I
<br />ppu
<br />building Upon completion, located on the con-
<br />e ad,iacerit tl)proto. s
<br />not be responsibl m property, toolr, Pouipriprit,
<br />or machinery
<br />n pe
<br />or agent of either of them. s
<br />, "Additional insured",
<br />such insurance policy as an
<br />.
<br />The Contractor shall, a P extend-
<br />a
<br />aratus., except
<br />p "Owner" shall be added
<br />c policy as an "Additional Insured".
<br />mn's Compensation
<br />ordance with the laws of
<br />�
<br />B�Md:i- A 01W 601�� J" T1,46 AHOU1141 OP �;% Of -
<br />A CX15141ef,5 CReCK4 tW -rKE A*40UN-r op r1
<br />,,, ,
<br />614ALL- DA5 t�tAWV 6UT TO _rtie C--t-ry 0 F
<br />Zr_PHIIKA;U_1�1 .
<br />-
<br />JrIdellin.if1r,ektion: Contractor, shall indemnify and hold harm-
<br />.
<br />less to Owner and Architect from any and all claims, suits, loss-
<br />. suppliers,
<br />g
<br />I
<br />Fv,ffQLman_r,_e .and P-aymen-t D_Qad:
<br />I
<br />_1
<br />t4614F_ KF,4�UlKgp
<br /> I
<br />.
<br />.
<br />,QtLanq�u � An t.he CvrutraQ_� )qoz,K: contractor she I I not make any
<br />p a g
<br />der, unless necessary by a directive from the Building depart-
<br />of peracris or properties is in
<br />�
<br />ges in payment shall be made without a signed
<br />.
<br />tec
<br />DIVISION 113 - GENERAL REQUIREMENTS I
<br />.
<br />.�_Q_Qp�e Qf W-Q-EK: Sa e
<br />ange orders, addenda, etc.,
<br />s
<br />, ,
<br />general in nature and do not actor of providing
<br />-
<br />a arials, and incidentals necessary for a complete
<br />Project. The contractor shall notify the architect in writing of
<br />or co P The
<br />architect ohall b hr etation of
<br />.
<br />- I 1. I
<br />_C1QD_trA9_t1 2Q_"nents :
<br />t5i 0 Lerrm . . . .
<br />pKA%.�vitAcv4,5rEr-,IFiCA-TICK-5 5k6F_T4, 1-9
<br />I
<br />1_e_FiQQraLy I_Q_i_Le_t ,r�_QCJJ_i_t_tQs: Shall be Provided by the Con-
<br />r .1
<br />I
<br />I
<br />1emQoro,r_y 2-vorer- Wetter- an.d Teleclh_Otle: Shall ae Provided by
<br />the Contractor. The owner will pay for power and water used dur-
<br />f the project. Power usage shall not include
<br />e
<br />. �
<br />.
<br />.
<br />Iemo.cacy Q . fl-l-ce arid 51,c,r_an9: Shall be provided by the Con-
<br />tractor in a location agreed to by the Owner.
<br />e a
<br />which the Contractor is reausqtIng Payromrit shall be secured In a
<br />minner approved by the Owner and . shall be available for insnsct-
<br />ion Prior to noyment.
<br />ials mitalfiq ffofll Lho Jot). �
<br />I
<br />.......... �_ �- � � . - � .
<br />or.
<br />bi I Is wi I
<br />CQntr_actor_.'s .EQUIDMent: Contractor shall provide all tools,
<br />f quired for the project and ,shall
<br />be responsible for same. TIJS OwKe!K +14ALL N,oT OF, KF_,W,0J4+JBL.S
<br />F69 LOST, 4T1V6aW,OK 1>AMAdPV%V TOoLi5, H,k-rL1K%AL!5, Orc-_ �
<br />. a provide in accord-
<br />u an e
<br />and security of all aut the site.
<br />5J-te Q-0odi-Li.gils: Contractor Aht, I I visit the site Prior to
<br />d aaize self with all existing condi-
<br />tions. D
<br />g
<br />ae e
<br />g pa
<br />I
<br />Refer-enu -6-teindar-as: . .
<br />.
<br />. ".Qr F-UAJ A-1 " : Materials listed with "or eclual" shall be those
<br />e e e
<br />e
<br />- Is listed, ,the Contractor
<br />pp
<br />.
<br />lnsQer,.t_iQns, When noted in the -Administration of the Con-
<br />struction Documents", the Archi p
<br />fied. c prior to
<br />py
<br />i
<br />i
<br />I Job. ,q-tgn: ll a orofes-
<br />g pg ae
<br />m s
<br />ted by law. 15IC-44 1514ALJ- Wr-LUL7a AFtj.--WtT6.C,T
<br />4 C:d1r4-rKA,--r0K5, 4TATE LICSt-440FE NO.
<br />aee is listed, shown or specl-
<br />a e pe
<br />noted. If the Contracto alternativp method
<br />The Architect shall p
<br />A1J__QW9L0Qe3: Shall be as follows
<br />NOR E��
<br />p lings. and Test ReDor.ts: Contractor she I I
<br />v cps ag a s
<br />h g
<br />ps qe b specifications, find
<br />11
<br />'
<br />listed in the "Administration of the Con act ". the
<br />o p hitect.
<br />p e
<br />a
<br />I
<br />C-lear-i-ng and Grubb-iog: by the 'building
<br />shall pe m All
<br />n e e e
<br />u p
<br />E,,�Q.aya-L.ing and 13acKf.i1_lJnq: Excavation she I I e
<br />p
<br />rete.
<br />n urbed soil or compacted bark -
<br />fill. Notify Architect if roil p
<br />All fill under slabs shall be made with clean
<br />*
<br />taining no clay, trash, or organic matter. Fill shall be in
<br />layers not greater than 12" deep. g
<br />Fill shall be allowed to settle seven days before slabs
<br />. . .
<br />Compact -ion Tests: After all fill is placed and fully cam-
<br />tests by AASH10-TIBO. The
<br />a
<br />DewatuLinq: Remove all water from excavations.and maintain
<br />excavation free from water until co
<br />5a j-1 I-' Q� i s o rui o q : e e
<br />slabs. u 1-juildinq perimeter. Termite
<br />l company which can
<br />p infests-
<br />tion.
<br />Denlo_UtAon: e
<br />or contract documents in a safe manner.
<br />materials from th
<br />g
<br />$tnul.tur-al Qoricr-e-te: a a i
<br />.
<br />,Elejn _Q Shall be as shown on the drawings.
<br />,
<br />__ fp_r _Jng: �
<br />. Forms: Shall be of size, material And shape rp,luirod with
<br />h ur
<br />other irreqularities. grade,
<br />et.c. shall be lqft in position until concrete has obtained 85% of
<br />omp g .I. 347. Use
<br />m oil on all met.al forms.
<br />Mijiimvm ReAnfor-cao-ci Coy-e.racle: Shall be:
<br />n o
<br />$1alb F-Ini5ftes: Shall be integral se unless
<br />o o
<br />o n
<br />e arid exterior slabs, walks, curbs.
<br />rnmos, %hall light' broom
<br />finish. Ramps used by the handIcauped shnII n
<br />accordance with'Floridn Statuon Chapter 553, Part V. All con-
<br />p
<br />I
<br />p_rQter,tjc?_D: Concr a
<br />or quick a m
<br />tice.
<br />1ev. LifLq : .
<br />wot4e X Fl� a I C-::, -
<br />Prer-as-t Lintels: Shall be equal to Cnst-Crate Corp. with
<br />rlQn-�rete Ma6Qnr_y Units: a a . g
<br />s er and Type I confog
<br />H or-i z Q n-t a I R e -1 n f or.Q I n g : Shall be ladder type fabricated of
<br />o g ength steel, 2" less in width than wall
<br />i
<br />I
<br />�
<br />nry,
<br />p
<br />e type S for non-bearinq
<br />walls .
<br />.
<br />.
<br />JQjnts: Shall be 3/6" thick both horizontal amd vertical,
<br />as rag u ired to level units.
<br />-
<br />'
<br />r .qu i re d -0 d n -
<br />"-r or M a. at.. , by c 0 n
<br />__ . . Q.K , =,'
<br />. Misonr-y: Brick n A
<br />as selec e he Architect.
<br />.11
<br />s ' ff, h ! code.
<br />6 r_i',Q-K ftQr.ta_r: Shall
<br />I
<br />-
<br />I
<br />�LOLU _Tj - g I ,a
<br />__ ... , ___
<br />,7n .n'9r..
<br />.
<br />I lU_t,aU,viL_ton, Of C,Qnr,rqt0 Ka s, Q ri r-Y Un-i ts: Shall, be In ac-
<br />, 1981), 'Specifications for Con-
<br />.
<br />I
<br />a .
<br />— �y
<br />'
<br />:z---- - tJ,Qn Q_f BrI.1K Ma,60nCY: Shal be in' L. wit
<br />I
<br />", �
<br />, _, " . 1 _�
<br />7r
<br />, (, �
<br />"�f Br������
<br />ACI-531.1-76 (Rev. i�; , ,or Concrete Masonr
<br />.
<br />�
<br />I
<br />_5_triuc.ttAral St,ee_l: When shown on the drawings, shall conform
<br />to the American, Ine o pao
<br />Fabrication and Erection of Structural Steel for
<br />Buildings, . a la
<br />steel shall conform to the requirements shown.on the
<br />u s d shall include
<br />all necessary Anchor bolts, a ns
<br />her accessories necegamry and incidental to com-
<br />.
<br />I
<br />I
<br />Weldin_qt b y s a . p
<br />- e
<br />I
<br />Shoo-�COBL Paint-inq: a o . structural
<br />steel alter a e
<br />I
<br />crate. �
<br />—
<br />-
<br />-
<br />S-teel J.D.ists: Whe e s
<br />e ute.
<br />e s e
<br />. .Shoo. Dr.aw-ings: .'hall be submittod for till structura
<br />and fabricated,itomq. .
<br />DIVISION 6 - CARPENTRY:
<br />a.
<br />p i
<br />crete. masonry o e s es
<br />�
<br />.
<br />I
<br />.
<br />. e
<br />as shown on the drawings'. I
<br />,
<br />-J.UQ= . . I
<br />.
<br />d
<br />e n I
<br />..
<br />so
<br />!
<br />.
<br />e
<br />�
<br />I- __ - .-.---- -
<br />e e
<br />.
<br />e e
<br />g �
<br />.
<br />__m = � I
<br />I
<br />�
<br />ROOFING MATERIALS, .
<br />I
<br />s o lber abosts and uniform top
<br />. c s
<br />.
<br />Ma
<br />.
<br />�
<br />R U 6w- jc gh.,ur, en +In� ,4v,..__.%s . �
<br />I
<br />__ -
<br />GRAVEL: Dry light colored gravel conforming I to ASTM D1863. Minimse rate
<br />I pounds per square and shall be rounded pea gravel.
<br />I
<br />' T 'PLUMING SHIELDS! 4 lbs, by plumbing contractor and
<br />installed by roofing contractor.
<br />I
<br />.
<br />.
<br />-
<br />BASE FLASHING:
<br />LA d �
<br />e s I
<br />.
<br />STUD WALL FRAMING: .
<br />I
<br />us
<br />'
<br />s f I" x 3" strips not
<br />e �
<br />.
<br />.
<br />qu I .
<br />e e e
<br />H-U---EIFUli-QARELEMI-AtW-IIIUWQU
<br />' GENUAL
<br />I
<br />I
<br />SCOPE .
<br />a.
<br />ish hardware and door grilles shall be installed under
<br />s
<br />DELIVERY AND STORAGE:
<br />J
<br />�
<br />e with the manufacturer's instruc-
<br />tion.
<br />a. GRA.DING OF LUMBER: American Lumber Standards Committee, Simplified
<br />e m
<br />mm s
<br />.
<br />Grae
<br />a s
<br />REFERENCE TO THE DPLAWINCS!
<br />e w ee
<br />fied,
<br />e D e ose
<br />s e equirements of the D-rawings will
<br />a
<br />.
<br />PR Q= .
<br />GENERAL REQUIREMENTS:
<br />A
<br />a. All lumber and plywood shall bear grade and trademark under whose
<br />s e i
<br />.
<br />b. SIZES ANT) PATTERNS: Lumber .shall be surfaced 4 sides. Worked materi-
<br />s
<br />MOISTURX CONTENT: Finish lumber shall be seasoned and shall hove not over
<br />. e .
<br />DOOR FRAKES: Grade "C" Cypress, Larch or White Pine. �
<br />TRIM: . I
<br />.
<br />e ee a
<br />. s e
<br />�
<br />e
<br />.
<br />I
<br />PLYWOOD., .
<br />�
<br />A. Exposed both sides: A -A APA.
<br />I
<br />b. Exposed one side- A-D APA.
<br />.
<br />Ee
<br />WOOD DOORS: All wood doors shall meet or exceed rcm�rcinl standard CS
<br />a. Interior wood doo
<br />av e we
<br />C.
<br />VCE We
<br />e mee
<br />FIXE. 1KC-A-Tar-> pLyV4ot�,c) SMALL CampLy WI-TW AWPA-2.*7
<br />-LXECVTIQ .
<br />r .
<br />items.
<br />I a
<br />e a
<br />s
<br />e
<br />All trim shall be back primed. See Painting section, All cabinet wood
<br />su
<br />.
<br />e to adJoining surfaces. Fasteners shall be concealed.
<br />d s e amb and head
<br />clearance. Bottoms of doors shall fit within 1/16" to sills.
<br />Finish hardware shall be accurately fitted and adJustoid. Leave In perfect
<br />. . .
<br />e re
<br />CUANING AND PROTECTION! Cmplotion, clean all caxpentrlf Items. Keep
<br />u J I
<br />Tt(FRMAL AND MOISTURE PR=..CTION
<br />- BUILTIU--Mjoa-jm"muuQa-ILKWQ--MqL-51M=J%-m
<br />AWULU WrCAINCw 0"LY WHF-1�4 1K9(!%?'0 01Y NEW WOKK-
<br />SCOPE: Purnish all labor, materials and "quipmont necessary to Apply and *
<br />install BUILT -TIP ROOFING, ROOF INSULATION, FLASHING AND SHEET METAL work
<br />e ai e e
<br />- REQUIR11021TS: n u e ved .
<br />"nufacturer and shall install hi m work in accord,mce wi
<br />-
<br />mend at ions o f th . manu f acturer . Any .o rk installed that is not in accor
<br />dance with the requirements of the manufacturer of the roofing materials 1 .
<br />s oofing contractor.
<br />� �
<br />e roo
<br />l be the rontor's responsibility to determine .
<br />w e
<br />u
<br />&Is. . - - . -
<br />.
<br />I VARRAN7Y/GUARANTFI: .
<br />a g e
<br />-
<br />'. a warranty against Iminks In the roofing membrane and
<br />�
<br />flashing in an unlimited sum for material and b
<br />om the time
<br />C4 C#-1fL44;#M .
<br />b. The gua e
<br />- - I..
<br />.
<br />c. Owens/Corning "D"irbigum" S.P.
<br />vanized iron, 24 gaiige.
<br />I
<br />PITCH PANS: 'Galvanized Iron, 24 gaugm. Fill with asphalt.
<br />I
<br />em.
<br />a
<br />c. 0-ons/Corning "Glamfast" System.
<br />GRAVEL STDPS� 26 sauce galvanized iron.
<br />'
<br />GU7TERS ANT) DOWNSPOUTS: 26 gauge galvanized iron.
<br />�
<br />'
<br />formance with manufacturer's
<br />printed instructions.
<br />I
<br />.
<br />. C. Apply no more Insulation than can be covered in a days work. Protect
<br />insulation from moisture.
<br />u e
<br />printed instructi mum
<br />a. Size, spacing And s e
<br />e e tructions.
<br />.
<br />en temperature is above 40 degrees F.
<br />I
<br />b. uu
<br />area. No "Phasing
<br />W e e
<br />e a
<br />s
<br />0. e
<br />�
<br />e ation than can be covered in a days work.
<br />n from moisture.
<br />NOUS RUE FLA-SHINO:
<br />me
<br />KETAL FLASHING AND ACCFSSORIE.9:
<br />a e and
<br />indicated on Drawings.
<br />mmi a ne with the proper sheet
<br />a a a
<br />avoid buckling and/or . I
<br />C. a m e
<br />e t run through the roof dark.
<br />AHI E G e s
<br />using 6 lb. lend not less than 20" x 201. o e
<br />cu
<br />hot bitumen, then imbed a strip of felt, appirox
<br />re e
<br />e e
<br />me e
<br />.
<br />�
<br />INSTALLATION OF ('.RAVEL STOPS:
<br />a. install gravel st e
<br />e
<br />s s ere
<br />e .
<br />, C.
<br />stop.
<br />d. Provide expansi eqe
<br />GRAVEL:
<br />.
<br />.
<br />a " o
<br />ra .
<br />b. s
<br />ve
<br />us f
<br />lation. .
<br />.
<br />GI=F.RS ANT) DOWNSPOUTS: Shall be prmfAbricAted 26 gauge galvanized
<br />steel. Maniifacture in 10'-Q" le lapped. Tljrn mit at
<br />e s m
<br />required.
<br />,
<br />.
<br />.
<br />PREFABRICATED EXPANSION JOINT COVU:
<br />I
<br />a. p s e
<br />. equal.
<br />.
<br />e se o
<br />u
<br />es
<br />biturneri, protecting surrounding work At all times. Exe
<br />ved from surrounding work.
<br />.
<br />.
<br />I
<br />.
<br />.
<br />-
<br />JQ2fX[E_YAL'QEMU1M
<br />I
<br />L__�Mm_ Hot4e R ei:n? 1 C:) - �
<br />.
<br />I
<br />SCOPE: Furnish and install all "BRANE VAPOR BARRIER indicated on the
<br />Drawings or as spe ee
<br />—HUMU3
<br />-vIsaTTEEN" Polyethylene g a e
<br />,
<br />a. THICKNESS! .
<br />U a
<br />.
<br />_Luzam .
<br />UNDER CONCRETE FLOORSLABS:
<br />&� smo e pub -grade and turn up the full "'ckness
<br />of the slab t the porimter.
<br />b.--I e ___ I--
<br />- -
<br />3.Vl,L"M_lh1$QLA110
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<br />I GERM -
<br />e wo in coiling ,And
<br />a ws
<br />SAMPLES: Submit samples of building Insulation when "q-omsted by th"
<br />Architect.
<br />e
<br />the package with the manufacturer's name and R value.
<br />I
<br />L-TEQ= .
<br />�
<br />BLANICET INSTJLATTON� Provide fiberglass Insu
<br />a ckness or -R� value indicated on drawings. .
<br />_JZE== -
<br />e ced, not equash"d together and
<br />joint-9 overlapped in locations indicated on the Drawings,
<br />I - - ____ ___ _____
<br />__
<br />.1 .- - DIW.O" -_ - - � __-
<br />DOORS, WINDOW3, AND CLASS .
<br />. - FINISH
<br />__9LK=L .
<br />.
<br />s ed, or required.
<br />-
<br />d thattlin f wa
<br />ings cover all hardware required to complete the
<br />u
<br />hardware required to complate the project,
<br />I y responsible for checking the.
<br />em r
<br />.
<br />I
<br />COWPACT011i provide a compet"nit Hardware Consult,*nt (ARC or equivalent)
<br />to service the hardware at the project, andto approve its installation.
<br />Al I items shall be installed in the beat manner and function perfectly.
<br />SCHEDULE . i .submit 4 copies of the typowitten schedule to the Architect
<br />I HARDWARE LOCATION!
<br />e d e .
<br />i
<br />e s
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<br />44' above finished floor to center.
<br />I
<br />'
<br />E h ing.
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<br />.
<br />�
<br />. Furn-Ish cutout whore required. !
<br />KiCK VILA'Te-5- I a Ae-ve- FrIM1114 Fw0oiq- '
<br />WARANTEE : Contractor shall Varantre, in wiriting, all materials for a
<br />a e
<br />e labor , any items of hardware which may prove to
<br />MS AM KEYING:
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<br />iflaat:V" -go-pt. " 0"eaw"@ 4Rdi.n%.A .A I)r6mials- .
<br />MAITF-K SY WiT14 FIX10111`4(� Ld1r,144.
<br />i RR = I I
<br />The following manufacturers' a
<br />se ed, on the Drawings,
<br />.
<br />a
<br />3. Closers - Corbin, RusAwin, LCN, Nor -ton ale
<br />6. Door Pulln, P�ish Plates, Flumh Bolts, Stops and Holders - Rusmwin,
<br />a
<br />Cipco, I
<br />__1U.=Qli �
<br />INSTALLATION: Hardware and accessory items called for under these sec-
<br />e
<br />I 811 - R3_AML_UV.U5
<br />L--91NERAL
<br />SCOPE: Fim)iAh and ingtAll. ail HOLLOW KETAL DOORS AND FRA?(FS indicated on
<br />herein.
<br />e e e e
<br />Door Inatitute"Recommanded Specifications for Standard
<br />me
<br />-qT(.)P,A('F: Doors and frarnes shall be stored under cover on the building
<br />l me
<br />L__kR_QUVU5
<br />MATERIAL: DOORS AND FRAMES SHALL BE FABRICATM FROM STEEL.
<br />e
<br />pirl"r.
<br />DOORS:
<br />do ll have not more than 1/9"
<br />am /4" clearance at meeting edges of pairs of doors,
<br />and 1/4" clearance at bottom,
<br />s e e .
<br />C. TntmrnAI Const-niction: ronstiuction of the door shall be in ac.cor-
<br />e facturer's standard Practice. Except exterior
<br />s o
<br />FRAMES:
<br />ame r buck. frame, and trim
<br />.
<br />'
<br />Ts The me ae shall he 10 gauge steel for
<br />I � r ams
<br />.
<br />C. e
<br />d. Floor anc� uge anchors at the floor.
<br />FIRE DOORS AND RELATED FRAMTS: Firm door and frame amsembly shall be in
<br />accordance with the ASTM designation E-152-41. The . label shall Indicate
<br />.
<br />.
<br />HARDWARE'! �
<br />s shall, be reinforc e
<br />I
<br />r-timed hinges, locks, Oia and concealed door
<br />. closers required.
<br />I
<br />b. Hardware shall be field
<br />c. Rminforrings and e e
<br />the Standard Door Institute "Recommended specifications for Standard
<br />e D a
<br />LL_L&L=M .
<br />Frames shall be inotalled plumb, rigid and in true alignment.
<br />.
<br />a eveness and appearance.
<br />.
<br />L-a- _T�LU1_w_D_,11AW_9 .
<br />__9ENEFJU
<br />w s
<br />APPROVED MWJFACTUPF-P,S: I
<br />8.
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<br />L)IVl',;o44 V
<br />FINISHES
<br />. LATh AND STU=
<br />L-2ZHEUL -
<br />I
<br />Fur ab and equipaimnt: r,mquired to complete
<br />all LATH AND PLASTER work Indicated on the Drawings or as specified
<br />herein.
<br />DELIMY AND STORAGE:
<br />� De r ae eai ame
<br />� manufacturer, and store e
<br />.
<br />.
<br />I MIX:
<br />.
<br />. econimended by the manufacturer.
<br />_ .
<br />FIN19H TEXTURE! 4"ke with a 44th%_*atA-F4i4s1t -14pleve "----;Go 660�-
<br />"AT,'--14 0 X(5YT I 9 Cr Er I INI OS1405w
<br />�
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<br />8. MAIN RUNNERS: 1-1/2" cold -rolled steel chamois.
<br />b. CROSS FURRING: 3/4" cold -rolled stool channels.
<br />I
<br />c. WIRE HANGERS: No. 9 gauge.
<br />�
<br />.
<br />e. METAL LAni: Diamond mash r om
<br />g. EXPAPSION JOINTS: Sized to full stucco thiclimass, U.S. gypsum NO. 75.
<br />h. &yP'5d" LATH: -SHALL. sp_ P15W,561_A$+ &*fFf1JM 41ieAT1jjj4(9 LIK
<br />STUCCO MATERIALS:
<br />.
<br />.
<br />.
<br />.
<br />a. PORTLAND CEMENT: Type 1, nonstaining, ASTM C-150.
<br />.
<br />'
<br />b. LIME. ASTM C-2
<br />c. MASONRY CEMENT: ASTM C-91, Type 11. !
<br />-
<br />a .
<br />I
<br />a. WATER: Potable
<br />a sh
<br />uAless. 04-k,w_�ile -�K,
<br />L_JZZCUTlo
<br />ML LATH! Apply with long dimension perpendicular to �
<br />cross furring. Do not run loth continuounly WhATO expansion jOintO
<br />.
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<br />eiial s in a dry area under roof, off the ground and fully
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<br />DELIVERY ANT) STORAGE OF MATERIAI.S: Deliver all -materials in marked
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<br />QUALIFICATIONS:
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<br />ONDITIONSt The ContrActo
<br />APPRUED �AN")FAC11JRXR,1; Products of Nat +,0,04.Ae.0%
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<br />GYPSUM WALL BOARD! In agcordanca with ASTY Designati ad I
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<br />a. 1/1- thick regular gm . .
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<br />ck water resistant board.
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<br />RUNI,kM CHANNELS: I- 1/211 cold rolled chariaols. . . .
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<br />CORNER AND CASING BEADS, - Galvanized mteel, standard. cq% VIr4-�(L- .
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<br />a. Other calling board and tile as
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<br />nts where required by
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<br />f. Collins board In all areas lLo meet � all applicable codes.
<br />Ar,ply ,-oziier beas t -
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<br />facturrr Im, inmtaliction.q. Leave all AYPsum wallboard free from defects,
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<br />a. Coiling suspension system:
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<br />,PSum wallboa' or, s applied according to the
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<br />b. NaLling a.r,d/or screwing to metal studs and channels shall be in
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<br />accordance with the manufacturer's recommendations. OK I
<br />A4 "242'0 BY LI-L. Olt -rEffT1&4& I
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<br />astern Products Corp.
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<br />required.
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<br />a meeting ASTM C635-83.
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<br />, nting work Ae 'shown* On the Drawings and Schedules,
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<br />ae cold rolled stool.
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<br />cross tees heights ,ind material thicknesses reyured to
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<br />PAIWING NOT TNOLUDEP: Ti 6 fD11OWir16 are not included, or are in other
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<br />m nirim 0.020" thickness steel, channi�, or
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<br />inimum 3/4" flange width, hammed edge,
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<br />a. PPE -FINISHED ITEMS. . .
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<br />a) liold down ,�Iip.n: SlispenAion system mankifa,-tur-ar's standlard
<br />b. CONCEALED SURFACES.
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<br />INSTALLATION:
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<br />a. Provide the, best quality g-rade by Appr�vod paint mania f acturers , 19"IPOV-1�4, -5KP_1tW1W-W(LLfAN*
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<br />';URJACZS TO 13E PAINTED AN'D TYPE OF PAI�CT; I I
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<br />��o-ing ',,r,e of ri,aint. '110 1111frIber Of Ccal,3 a5 C,111�] Foron I
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<br />structure.
<br />ot Qlan the I ,� ollo',6_np, shall aT?oly, Paint by bru�i�, I
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<br />b) In.itall Additi f menher
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<br />e than 5" in 4'-O� vez-tical drop,
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<br />a )5pen5ion system that is in ccntact -111i 9i�
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<br />'I. One (1) coat Olid-guard Finish No. 5207.
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<br />I olectri-al fixture shall have additional �upport from banger
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<br />wires to structure! system at 4'-O" with a minirrum of tw,-
<br />s 550 Industrial Enamel.
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<br />I 1. One (1) coat Glid-guard Finish No. $229 galvanized J,"n prw.er.
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<br />sed grid system, V-0" by 2'-0" module:
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<br />3paagion nyste components within specified
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<br />7. 3-1/2" main nianer shall be uned for all metal around the recei5,nd
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<br />-2 Otte- (1) COAT OF f41_VUKP_T9A#J9 VAKt411-tt I .
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<br />light fixture and hung with virs as specified above,
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