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t-
<br />.
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<br />N
<br />.
<br />0aner.al r;Qndj1J_oas: - .
<br />.
<br />.
<br />m 01, latest ad . itlon. shall become a Dart of
<br />. .
<br />.
<br />-5_1.4D.Q1e.meatvx_y. i1eneEa_1 QQ diti-poa:
<br />W aranties shall be for a period of one year un-
<br />q
<br />I
<br />I
<br />I pvrn1j_ts.. fjeeo, !�,t,.c.: Contractor shall pay all construction
<br />i onstruction of this project,
<br />�
<br />�
<br />1mua.Q_t Eeee shall be paid directly by the owner. Con-
<br />struction.
<br />.
<br />5ariiLlxLy ,erg_yi_aJQns:
<br />. S_v_Q_ery_J_s_LQn of WQ_cj�: Contractor shall provide responsible
<br />supervision of all work.. p
<br />tendent as-
<br />I
<br />�.'_ont.r=l areaKO-Qwn ,)nd Paymento: p
<br />f ertificate ocument G702, with
<br />et.. AIA document G703, submitted to the Architect
<br />n p p
<br />e
<br />equipment i
<br />tably stored at th
<br />p n writinci h
<br />receding month, less the Aggregate of previous
<br />Pe p u
<br />p
<br />c
<br />unsett-
<br />Final. aaynlenL, constituting the entire unpaid balance of the
<br />a ner to the contract,or within
<br />otherwise stipula n
<br />fully oerformed, and a final certificate Of payment has been Is-
<br />rVai-ye-r of. i-9-in: a p
<br />Affidavits qied
<br />v
<br />t request, after the first Payment.
<br />l
<br />I
<br />.
<br />Admi-rd-s-tration .of -the ,Qon.,atr_u_Q.t,iQn . QQl-Ltr.A_Q_t: The Architect
<br />shall be responsi e
<br />0 L,`�EC-T1044 O'F COLOK5 4- �-IATKfAL'�o 0kL,y- I
<br />TRF_ EWlLVl14(_* PF-FAK_Tt4F_w-r of: -ri4r- c,irl or- .
<br />.
<br />'Zen4Y?kkJ,LL4 �HALL 15F_ KF.5F1014J1e.-4_F_ FOR,
<br />I
<br />I
<br />I AP"IN1679,A710114 '010 -Nig CON-rKA6T
<br />,
<br />- l be responsible for
<br />g und g
<br />. e
<br />on a set of -Record Drawings" which shall
<br />e signed by the
<br />e �
<br />I
<br />Mai_ntP,n.anuQe M.an_w&J_ and Svary Parts: Contractor shall furn-
<br />c Spero
<br />d, prior to final Payment. �
<br />In.svr-eou: py
<br />Dense, f
<br />ying that the insurance coverage set forth below
<br />nd further certifying that these policies will
<br />ed m ng the period
<br />unless And until the owner is given ten (10)
<br />days' written not
<br />.Subcontractors and the Contractor P
<br />p
<br />. plated operation p -
<br />months after acce
<br />The limits of coverage
<br />I
<br />o s
<br />.
<br />Under- State Statutes
<br />Bodily Injury and Death includinci
<br />g
<br />g g
<br />u ag .
<br />. . I
<br />Comprehensive Automobile Liability: I
<br />eicles moving under their own power
<br />e work under Contract,)
<br />Automobile - Bodily Injury/Death Liability
<br />Limits: $500,000
<br />corporated m
<br />, and apparatus
<br />building upon completion, Ci-
<br />e adjacent thereto. e
<br />no p e o q
<br />or mac e e
<br />contractors, or the employees
<br />or agent of either of them. n
<br />licy as an "Additional Insured-,
<br />The Contractor: Sh
<br />�
<br />.
<br />o c
<br />aratus., except
<br />p "Owner" shall be added
<br />policy as an "Additional Insured".
<br />I
<br />r .
<br />p rdance with the laws of
<br />.
<br />D-o-oLda: A 5LC> &0tA1'-" )k 1146 Am,,ijwr ce r;,% or -
<br />A e, A,5� 9 i C- X4 CRaCle_ tt4 TKE AK17UNT 0 P * Z'
<br />6A,kLL_ DF- �4APL9 ou-r T4, -rHa r-VrY 'OF
<br />.
<br />�
<br />ZMPHIKKIL-i-151
<br />I
<br />ontractor. shall Indemnify and hold harm-
<br />o
<br />a
<br />g
<br />I
<br />I
<br />P,eT_f_QLma.rLc7,e .and Fayimen_t B_Qrl.0 : .
<br />. Nelgr- KE-,(*(JlgZr->
<br />I
<br />.
<br />.1 __ ___ I
<br />.
<br />.Qrtang-" A_n t-he Clan -tract _Wor:JK: Contractor Shall not ma.1,9 Any
<br />g k prior to the issuance of a signed change or-
<br />.
<br />i ey p
<br />e
<br />I
<br />�
<br />I .
<br />5�Q.Q,P�e. Q_f W-0-cls : e
<br />SE) etc..
<br />ifications are
<br />g iry nature 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 archltpct in g
<br />o or the work--. The
<br />e the final authority in the interpretation of
<br />the contract documents. �
<br />.
<br />I
<br />_QQriILJLftr.t V_Q"m_en_ts :
<br />1510 LETTM . . . .
<br />p K Aw I tq & 4 ,5rlE C, I F 11IC AT lt-ot4i S !�4465TI4 1-9
<br />IemuQr_a Ly _T_Q_i1e_t Eacl-Litles: Shall be provided by t.he Con-
<br />p . I
<br />Temc�ol:Ar_y 2-gver- WaLer- and Te-LeD-h-one: Shall be provided by
<br />o. ill pay for Dower and water used dur-
<br />s of the project. Power usage shall not include
<br />' I
<br />ir
<br />-LemooLary OffIce and .51or-ane: Shall be provided by the Con-
<br />tractor in a ,location agreed to by the Owner. All materials
<br />which the Contractor is ri�iouestlnq s
<br />irnriner pp Ie
<br />Pym e
<br />.
<br />ials, miss Itiq ft om 0(4 .job, . -
<br />I I
<br />.
<br />I
<br />.
<br />I
<br />.
<br />I .
<br />�
<br />. . 11 .
<br />, . " , ! : '�; * 1.
<br />I Is - _ , ". ". � ". J ."
<br />__ - _
<br />-
<br />__ - �
<br />_�_. - I—
<br />S_tee] J.g.isIts- When shown on the drawig s
<br />11 . .- I - - I - � ------.--
<br />I , ,- _ - .- I - _
<br />Te 1not.ux," Series' guara
<br />... .. w6-- 44 6,1 14:&.1 0 - . ,)al
<br />�1: t 11 r������
<br />Ed:i !ns t tal I - fdb y t ctor. A bi I Is wl 1 1
<br />e e
<br />Manville Products.
<br />b or.
<br />. Owri�
<br />Mi sce I laneous Metals: Shal I be furnished and installed &S
<br />aranty" shall be provided for
<br />- P
<br />Ow"ng/Corning Fiberglass products. .
<br />eauiornent. scaf quired for the Dro
<br />�
<br />I
<br />be responsible for same. TKO. ov4Kgg, 414ALL NOT 1616- KF_4rdM+iftX-,
<br />.
<br />I
<br />I
<br />F4>9 L05T, 4Toi.e_W,,,>K c>AmA.Pr.jP -re)oi_15, HA-MKIAL�, ,-=.
<br />.
<br />And fabricated -items. I
<br />--MD= �
<br />I
<br />. . .Eences arid Uar_riQa.oe_s a p .
<br />- -_ I
<br />ROOFING MATERIALS,
<br />anC regulations, se
<br />D Y: �
<br />.
<br />and
<br />a, Shall consist of four (4) plies of glass -fiber sheets anduniform top
<br />,5J_te QQJ3U_I Li Q11s: Contractor
<br />Shall bo'kiln dried 949, No. 2 (t2OO f) or
<br />ed th gravel, Conform to printed Instructions of
<br />shall visit the site prior to
<br />bidding and q -
<br />, , he 1 1 familiarize himqolf With All existing condi-
<br />better, nine, fir Ce p i
<br />Calotox No. AGS-4-C-G.
<br />tions. e p
<br />Crete, e shall be pressure.
<br />.
<br />�
<br />-11 I I
<br />-b. Manville Specific
<br />i r g ion
<br />.
<br />o r rdingly.
<br />Nailero. and Eu r-rA-n :
<br />s -
<br />e e
<br />e ccup
<br />_q
<br />.
<br />tt 6c 4v srh.�jm or) +J1wt ,4v,A- --Is ,
<br />.
<br />Re-Ler-e-n�,e
<br />�
<br />-_ -
<br />.5-tandar-c[s: �
<br />I winqs�
<br />conforning' to ASTM D11163. Minimum rate
<br />. .
<br />of application 400 pounds per square and shall be rounded pea gravel.
<br />_=0110 . . .
<br />. I
<br />� . .
<br />PLUKBIN(; S`HIELDS! 4 lbs. mhoot lead furnished lyy plumbing contractor and
<br />.
<br />r ea
<br />Installed by roofing contractor.
<br />. " Qr F-Q,W a I " : Materials listed with "or equal" shall
<br />e I � �
<br />me t a r I a I s which i
<br />se e
<br />.
<br />nd acruratoly sat.
<br />BASE FLASHING: I I �
<br />manufacturer. ql is listed, ,the Contractor
<br />.
<br />. .
<br />.
<br />e I !
<br />I I - - -
<br />. Insue.c.tAons: when noted In the "Administrntion of the Con-
<br />x'.
<br />struction Documents", e
<br />e . I
<br />c. Owens/Corninx "D"Irbigum" S.P. I .
<br />fied. ect, 48 hours prior to
<br />�
<br />the inspection time. Contractor sa
<br />COUNTER FLASHINGS: Galvanizqd Iron, 24 gauge.
<br />a
<br />'ralvaniz"d
<br />d
<br />PITC14PANS! Iron, 24 gauge. Fill with asphalt.
<br />o ig or install a profes-
<br />g p me of the project, the
<br />.
<br />.
<br />mum
<br />STUD WALL FRAMING:
<br />.
<br />em.
<br />L-1- �tAcj.Ua7giL Agr_-Wt-Tg�C_T
<br />46 a,0r4-rKAc-r&K+ 4 TATE L I C 6 1`4 4f F_ 1140.
<br />Studs spaced 16 inch
<br />A-Uer-nates: Where an alternate is listed.
<br />'
<br />fied, the Contractor shall o e p
<br />f 1" x 3" strips not
<br />noted. If the Contracto
<br />. .
<br />.
<br />.
<br />yig chieved.
<br />ll have final approval authority for any
<br />ea atm"nt- All. lumb�er indicated on the drawings &a fir*
<br />.
<br />GUTTERS AND DOWNSPOUTS: 26 gauge galvanized iron.
<br />e e
<br />'
<br />AA1-owances: Shall be as follows:
<br />ect Insulation in conformance with manufartarer's
<br />X_a__1IFUIl_QARkMR)LMD_&LLWQM
<br />e r
<br />moke
<br />.
<br />. I
<br />i_29UTWI,
<br />.
<br />I b. Do not apply any darnp or wmt Insulation,
<br />.
<br />SCOPE .
<br />. ation than can be covered In a e
<br />insulation from moisture.
<br />o ings. and .Teat ReDorts: Contractor shall
<br />review p a
<br />i to the h p g
<br />q ig and
<br />'
<br />listed in the "Administration of the Con ct,". the
<br />h copy of Pmch to the Architect.
<br />e
<br />all i3oiors, textures, etc. Shall be from manufacturers standard
<br />pu
<br />� I
<br />C-lear-i-ri-q and Grui�l:l,jng: by the 'building
<br />shall and matter. All
<br />e . Protect all trees
<br />i u
<br />Ex_cayad�ing and UacKfi1J_inq: sa
<br />p s
<br />s will be.necessary for Placement of concrete.
<br />rbed soil or compacted back -
<br />fill. Notify Architect if soil condition appears unsuitable.
<br />All fill under slabs shall be made with Clean sandy soil con-
<br />'
<br />taining no clay, trash, g Fill Shall be in
<br />.e g
<br />Fill sh.all be allowed to settle seven days before slabs
<br />are placed. . .
<br />CornDar.-t-ior) Tes1s: After all fill is DISC8d and fully com-
<br />p ting laborm-
<br />The
<br />ll show a density of not less than 96%.
<br />Dewater-ing: rom excavations,and maintain
<br />excavation free from water until concrete is poured.
<br />5-oi-I PloisQn-inc: e
<br />slabs. and two feet around the building perimeter. Termite
<br />treatment shall b l
<br />P a
<br />tion.
<br />Dvrnol-ftion: as required by the drawings
<br />I
<br />Pay_irtg: As shown on the site drawings.
<br />____
<br />DIVISION I
<br />.
<br />�atr_v-,tunad Coric r-e-te : a of 3000 P-5-1. at
<br />.
<br />� Re_in f _o_r_Qin g : Shall be as shown on the drawings.
<br />.
<br />. Forms: Shall be of size. material and Ahmoo ee
<br />su u s e , e
<br />other grade,
<br />etc. shall be left in position . until concrete has obtetined 85% of
<br />g p Line
<br />Minimwri Reinf-or-c3og Coye.raqe: Shall bs�
<br />�
<br />a o
<br />SLab Unjsh.e3: Shall be integral ce
<br />o
<br />s
<br />a slabs, walks, curbs.
<br />rnmos , p . ght, broom
<br />finish, andicapped shall
<br />accordance with'Floridn StatuAs Chapter 553, Part V.
<br />Crete p i
<br />I
<br />. e
<br />m z
<br />I
<br />tice.
<br />T-e-atirrg :
<br />N 0 t4 E� K r, 411� IC:P -
<br />a
<br />e
<br />d. Install i s co, with mAnufactur-r's
<br />printed instructios
<br />ish hardware and door grilles shall be installed under
<br />'
<br />e tructions.
<br />SHOP DRAWINGS: Submit shop drawings for approval prior to fabrication.
<br />.
<br />DELIVERY XIM STORAGE:
<br />I
<br />es
<br />a. Deliver um e r e
<br />I
<br />e
<br />uup roofing finish in a continuous operation over any one
<br />�
<br />b. Store material
<br />I
<br />W er
<br />e with the manufacturer's instruc-
<br />e
<br />tion. .
<br />I
<br />e e
<br />a. GRADING OF LUMBER: Amorican Lumber Standards Committee, Simplified
<br />e
<br />�
<br />e a
<br />I ri
<br />n from moisture.
<br />mme
<br />14OUS BASE FLASHING.
<br />a mme
<br />.
<br />ormance with manufacturer's printed instructions.
<br />I r I
<br />.
<br />.
<br />I METALL rLASHING AND ACOFMORIES,
<br />o i
<br />�.
<br />si
<br />.
<br />REFERENCE TO THE DRAWINCS!
<br />a. Refer to the Drawi Iems and requirements not %peci-
<br />b. Sharing trimming and hand Seaming to be done with the propor Sheet
<br />fied.
<br />avoid buckl ing and/orful Iness.
<br />e
<br />e s s e r
<br />l a a Pari a
<br />a e I .
<br />uit, supports, etc., that run throuth the roof deck.
<br />--muma �
<br />FLASHING PLU"ING VFWS THROUGH Poor: Vents through roof %hall bo flashed
<br />.1
<br />using 4 lb, 14ad not less than 20' x 20" o e
<br />5acu,rad with ,appropriate nail@. The metal flashing, shall be
<br />i
<br />e roximately 4" over the nail
<br />lum ood Shall bear grade and trademark under whose
<br />course. The first felt shall be coated with bitumen, then Imbed
<br />e
<br />we e s
<br />.
<br />b. SIZES AND PATTERNS: Lunther Shall be surfaced 4 sides. Worked matmri-
<br />I
<br />s
<br />.
<br />INSTALLATION OF(,RAVEL STOPS! .
<br />I
<br />.
<br />s s w
<br />o not face nail.
<br />P401STURE CONTENT: Finish lumber shall be sonsonf9d and shall hisve not ovmr
<br />.
<br />. .
<br />b. ve S e
<br />e �
<br />e I
<br />.
<br />I C. Two layers of 15,1b. e S a a
<br />TRIM: . . � I
<br />.
<br />stop.
<br />e a
<br />s
<br />I .
<br />GRAVEL:
<br />e e es
<br />I
<br />I .
<br />. s
<br />PLYWOOD: , . I
<br />squarep.
<br />a. Exposed both Sides- A -A ATA.
<br />.
<br />lbs. min. per square- of rounded pea
<br />. b. Exposed one side - A-D APA. I
<br />I
<br />u s
<br />c. Exterior type to be used w
<br />surfacing ipstallAtion. .
<br />G1JTTFRS AND WWNSPOUTr: . Shall be prefabricated 26 gauge galvanized
<br />steel. Manufacture in 10`0" le lapped. Turn out at
<br />WOOD DOORS: All wood doors shall meet or exceed corrinorciml. standard CS
<br />e s
<br />I
<br />rpquired.
<br />,
<br />a.
<br />'
<br />PREFABRICATED EXPANSION JOINT COVER:
<br />stain grade birch unless otherwise
<br />e aed
<br />indicated on the Drawings.
<br />� equal. I
<br />C. Inter ve a stain finish.
<br />furni Shod in r
<br />.
<br />E We
<br />se e
<br />� � FIKE 'TKe-A-Tmr_> I-LyV_4oe!Pp SHALL. Cah4pl_y W17W AWPA-2.-7 ees n in handling of
<br />__LXE2= um me e
<br />. ved from surroundin
<br />. .
<br />. items. I
<br />. ee Para
<br />I ! 7- a . -
<br />Pre c as-t Lintels: Shall be with
<br />.
<br />I
<br />I
<br />QQw�rete Masonry Vnits: a g
<br />s B" wide or greater and Type I conforming to
<br />ts 6" wide or less.
<br />f4grizQn-tal ReJnfo p
<br />g r l,
<br />I i �
<br />I
<br />e A on-bp.arinq
<br />walls .
<br />.
<br />i a
<br />as required to level units.
<br />-
<br />' Br' ck Sow A
<br />,
<br />,
<br />,r
<br />,77__�7�_' - ." ,,.who,
<br />L'�' M"SQnr-'YA
<br />S .. .Ct4 he r.hit
<br />Brl,Q_k Mortar: Shall q
<br />WUL I -1 I I , -
<br />n wings. ' . '" - - , __
<br />.
<br />-
<br />In 5_ta IJ a Uon of C'onccete MasQncy VnJ LS: Shall, be In ac
<br />.
<br />981), 'Specifications for Con-
<br />I
<br />Shall be in' L. Wit
<br />ACI-531.1-76 (Rey . I . . I
<br />Con I .
<br />Ea. : ����������
<br />S:
<br />. _31mc-tural Steel n n g s oo
<br />in p
<br />e a I
<br />Buildings, latest revision and ASTM A-36, latest revi . sion.
<br />s shown on the ,
<br />requirements a
<br />e n ag s n
<br />structural steel. I
<br />.
<br />Wel.d.ing-. . e
<br />c e ey . .
<br />ShoD-,.Coat P.rktnt,_1nq: . a o all structural
<br />Qteol alter s e e
<br />I
<br />Crete,
<br />�
<br />I � � 4.. ; . ____? _-
<br />.
<br />Pass . I
<br />e
<br />_tM9fAV,EJAPQJLD&U1U I
<br />eg
<br />.
<br />i__f2V_U% N 0 t4 e_ K Ee!41 01
<br />I
<br />All trim shall be back primed. See Painting section. All cabinet wood
<br />�
<br />a s e
<br />SCOPE: Furnish and install all KEMBRANE VAPOR BARRIER imlicated on the
<br />e
<br />.
<br />r s e
<br />to adjoining surfaces. Fasteners shall be concealed.
<br />__RP1Q2VQU
<br />e rect Jamb and head
<br />a .
<br />clearance . Bottoms of doors shall fit within 1/16" to Bills.
<br />Finish hardware shall be accurately fitted and adjusted. Leave In perfect
<br />a. THICKNESst I
<br />.
<br />e e
<br />CUANING AND PROTECTIMi Cmplotion, clean all carpentry Items. Keep
<br />-ULM10
<br />u I
<br />UNDER CONCRETE FLOOR SLAPS:
<br />a oub-grade and tl=n up t-he full thickness
<br />TJUY-XXL AM MOISTURE PROTECTION
<br />a.
<br />he perimeter. �
<br />.
<br />- BVILI:.UE_Mlln__ML_DMUMN-ILUWQ-kg2--SHEM-MAL
<br />b. Ing, tall the minimur" an e . I—— -
<br />___
<br />_gWau PA -re- R I N 6p 0"Ly WHF-" 966?10 by New WOMI-1-
<br />J'U"11IM-RQUIA119N
<br />SCOPE: Nriiish all labor, materials Arid mquipment necessary r
<br />L___qE1TLM
<br />LAON, FLA-SH1140 AND SHE METAL work
<br />e a
<br />des All insulation In cmiling and
<br />Ds I
<br />.
<br />� RF0UIRJ.7*:NTS: Roofing contractor must be approved by roofing mal'"ial ,
<br />muacre dac pre
<br />SAMPLES: Submit samples of building insulation whmn rmqu"stmd by the
<br />-
<br />dance with the requirements of the manufacturor of thd roofluig materials .
<br />. .
<br />I ENT l insulation material Shall be properly identified on _
<br />the package with the manufacturer's name and R value.
<br />C suce I
<br />cArofully chod e 11
<br />L-PEQ= .
<br />e
<br />u s ,th"
<br />I BLANKET INSULATIM Provide fiberglass insulation in
<br />us nd acturer of the roofing mAt"ri-
<br />w
<br />all. I
<br />-
<br />I VA PjlKNTY / GUARANTEE: ,
<br />_M=V11QtLL
<br />facturer shall provide tho owner,
<br />a isa ed
<br />. In the roofing membrane and
<br />joints overlapped
<br />"
<br />s a
<br />rom the time
<br />0; comll,44 to,% .
<br />e us
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<br />I APPROV", "VTACTlJR,ERS: Products of National Gypsuri ro,,. at U.S. Gypsum #45,f6IK04A�
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<br />a. RJgjJ_hmQ,aZd of fib,orglasm, 24" x 46",x 5/8" thick Shall be "Shasta".
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<br />s 1/4" clearance at meeting adgms of pairs of doors,
<br />inimum 3/4" flange width,
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<br />wire: gauge, galvanized, soft
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<br />DELIVERY AND 3TORACE; r
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<br />INSTALLATION:
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<br />MATERIAL CUALITY: I . .
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<br />FIRE DOOP-1 AND RELATED FRAMES: Fire door and frame assembly shall be in
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<br />a. st 1PPEW, JRr_#kW1W-WiL.L�tAA44
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<br />accordance with the A.3TM designation E-152-41. The label shall e
<br />ASTM C636-76 (1981
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<br />s s at V-0" D.C. Perpendicular to main tees to
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<br />form 2'-O" by �'-O" grid module. Connect to main toes through
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<br />(2) Glidden Spred Glide n No, 3525 (acrylic). I
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<br />I LATH AND PLASTER work Indicated on the Drawings or as specified
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<br />tolerances prior to beginning coilLng material installation.
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<br />light fixture and hung with wirs as specified above,
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<br />FINISH TEXTURE: k4pAte with a 1&qh% semi Firrish. 9 $e9,W--43---"ffi A -W.
<br />ding at intersectio uended. coiling and
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<br />a. MAIN RMOTFJZS! 1-1/2' cold -rolled steel channels. .
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