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Home My WebLink AboutADDENDUMS - 96-00008 - Madison County - East Main Square - Remodelrr - lv �T MAI dop � R MADISON XB U -RG ,SQUARE ::OUNTY IDAHO ADDENDTJM 1 8 1 M, --CH 19 9 6 LIOIIIDATBD DAMAGES Shall be assessed at $100.00 per calendar day instead of $500.00 as specified. CONS7RUCTION' DEBRIS Shall be adjacent deposited ion to or at the Lanariil approximate sortrequi ing red. other legal options BUILDING P Shall be i Rexburg as: Building an open Pit Madison County 8 mile haul. No Contractor may pursue 0 dentif ied by the City of Permit : Plan Check: Parking Lot Permit: Total $1,207. 50 $ 362.25 S 15.00 $1,584. 75 (Other permits as required by each d ivision of work) ITEM 4 CERAMIC TILE r-mRnrrr Delete references to Epoxy Grout and add Standard Commercial grade latex with Portland cement and sand. 5 ASIC INSULATIO Shall be loose fi all jLnstead of Batt insulaton. Contractor shall fill all holes with 1/2" gypsum board. I.T.E.- 6 CE-R-ALMIC BILE Provide stone threshold at reStrooms C. Stone Thresholds 1. Texture and color variation shall be within limits established by Architect's approved sample. 2. Free of defects that would materiallyimpair strength, durability, and app earance. M W'U'M.4 4 T,P . a & iff ITEM 11 3. Finish � 80 grid eater 4e White marble In n n -10 ri i -v I% for hone.. inches x door opening width. DOO127 Change swing to di [4 0 Z i Jbi- CORRIDORS The ceil.ings in corridors 19 n_ inQ 222, 221, 020 shall typex gypsum board assembly. rection of travel. ALLOWANCE Contractor have (2) layers in a 1 hour rated 101, 5I8 shall include in the base bid an amount of $25 000 ov to be used at the discretion of the architect for surveys, coordination between counter �,-o'.,a =„a contractors, testing etc. The allowance f acilitate coord inati - — --- —j •••,i vr..r iiisa.a - special i.nspection shall be used to the pro��ct ac3ministrativn and on between Owner and ran=rAi contractor and shall not be �o nsidered as contingency for unseen condi�ions. .6 .r a;j Zyk ", Paint_nv: Spectra tone Ex it Devices: Yale 7100 L Yale 5400LIN series Closers: Yale 3500seripq .. inges � � i 6 Norton Hager 85x4 aeries ced Doors: Solld Plastic toilet CERAUDC TILE Sheet A-13 - F4 Ceramic tole fenestra artitions: should read 12 x 12 Exterior Entry Vestibules - a. Glaze hardness shall be 8.0 Mohs 9 minimum. Abrasion resistance shall be Class IV0nimum. b is Base shall be of same dense -body composition asfield tile. c. Tile Size - 12" by 12 " d. Color - As selected by Architect. e. Approved Series & 1 ) Triad Series 2) Tile Manufacturers - by American Olean Premier Series by Dal -Tile ITEM 12 ITEM 13 ITEM 14 ITEM 15 ITER 16 ITEM 17 ITEM 19 3) 4) Bp ; �.. Ir Granite Series by Envio ro by KPT Inc Sheet t; - note for location. .DOOR 116 Delete DOORS 002 005 Add*wre glass Florjo.da Tile 5a=v Consult with Architect WINDOW ELEVATION N Shall be as illustrated drawing. DOORS 126s 125 Shall be 60 minute on attached rating �xaorss Add city approved manhole junction of new storm dra elevations by Architect. a + As Attached SECTION 05 and lid It in and ex at isting Delete references to 16 gauge minimum and add 20 UBUUe_ rnnf-enro* U_i i __----1* �- %dr CL -L. -L P-LuViLue complete installation of 20 aauQe system in strict compliance requirements. Subm t Wl'��1 n'1c�,I111f c1C'ti1rei''� S actual sample Framing to Architect for approval. 0 Coordinate all HM door frames 'with prov.1ded system. DTHOLITI Remove approximate existing wall that kitchen floor slab. hour steel studs. -END NOTE 9 2 6 Lin. Ft. of of is named on top of Replace wall with 1 OF ADDENDUM - 1. ixi =lL- ICLS 2m ly SOL 1. ixi =lL- ICLS 2m ly a i F-iladison East dip T SqumnB e FCI 7200 fire alam systm and NotMer AFP4DO fim al system subruitted Fw 12POI,� F-43 k'-14 451--D[Wwffl�li SP82M&-VM2, OSO DPMG18L&3o32wj2Ok;O DPS2Fl8IkW2ftl2OSO; CEU-EMWCXWIMW CEU-EM--wGW2=W MA 82=12080 KW8232wl20SO VS70abCBA7W5-n-lq.wHw 0211 THGB.Ll6-W-A.,,701P&3.20V�CBA�W/16M ARM TR14ftO758Ml2CkW7wCO -S--Dl2D/10 .,HV 91�M&lOOhU93=M71 Ba& l3affle AQ to's CD 2�W-L2. B P21 A'wHw3-wl 508=GV 70&4-6l8jn2O E18W�CBA-8wl5OZ-w(Y 7054018m2O 11508 IR4 SIP'09 DDB 200040406QH DARK BRONZE -SP82GRA-MI-232,420,90 EC -s-2 PPD OSPS20A/ OSC L #Ibis 6 IL IF 'I Bad 0 Epp JL # .. rM * #i �! TA Orr a:A", : "*let d%L� -ST# 1 # b A T f allr �r IL 1 it —A fill JWL '1p1 '� , -# ■IL � i 1 v ; M psi ITEM 1 ITEM 2 ITEM 3 EAST MAIN SQU MADISON COUNTY XBURG,r IDAHO ADDENDUM. 2 Sheet SD -2 un s Clarification Notes: 1, 21 4 , 61 7, 8 , 9 , 10 , 12, 13, 14 shall be by owner. Notes 31 5, 11 shall contractor . Sheet SD -3 storm dra nasin, manholes , dra a y s be by Electrical in system inpipe etc included in Alternate #3. vinyl wall coverinc� w A-9. A-10 and Finish including shall be catch ill be shown on Sheets Schedule. -END OF ADDENDUM- t. GUARDRAILS Figum 509-1 SECTION 509 — GUARDRAILS In Ws section, the r,�de provides forUard"rail prot�c�an for unenclosed floor and roof openings, own and glared sides. of stairways, landings and ramps, and porches, which are more tha4n 30 inches. (762 mm) above grade or a floor or other surface below. Also, the protection is required for mvfs which are used other than for service of the building and thus am subject to use by individua�s walking on the roof. The n�e�►d for guardrails in thm circurutances is evident, although the arbitrary limit of 30 inches (762 torn) above grads or floor beloW is subject to con- jecture* Nonetheless.in rhe case of the U.B.C., it is assumed chat the height of 30 inches (762 mrn) dogs not creme a significa�i safety hazard.5 The guardrail must be of adequate height to prevent someone from.fallink over the edge of the protected areas and be design to prevent someone, including small children, from falling through under the top rad. Therefore,, the code establishes 42 in- ches (1()67 mm) as the minimum height which is recognized na- fionally as the proper height for guardrail protection. 1,he code also reyui�s that for apen-type. ra�fs, interm�d�ate members be provided so that a sphere 4 inches {IO2 mm) in diameter cannot pass ffimugh between the intemwdiate members arequI4reriaent which prevents small children from failing through the guandrail assembly. See Figure 5D9-1. The code also lessens the height for open sides of stairs; they may be protected with a guardrail hav- ing a height the game as for stair r�lings as provided for,n Sec- tion 1006.9. Tars several more excepdvns to the requffe- rnents for guardrails, as follows: • Guardrails are oat required an the loading side+of docks or along vehicle service pits not accessible to the public for 4bv�ous reasons, • Guardrails arra requind to be only 36 �nches {914 mrn) high in dwellings, Getup U Occupancies', and within indi- vidual apartments or guest morns ire Group R,, Division I Occ€�pancies. This lower height is based an the goad expo rience that has been exh�b�ited in these uses; for several decades. the guardrail height in them has been no higher than 35 inches (914 mm), • In comnercial and industrial uses where the public is not invited (therefore* ehe guardrail is not subject to srnalt children falling throughj, guardrails may have inEenmedi_ ate members spaced su that a 12 -inch (345 rnm) diameter sphere cannot pass through. � in order to provide for proper viewing in theaters, a guard_ rapt in front of the first row of fixed seats, and which is not at the end of an aisle, may be 2+6 inches (6l;0 mrn) in height. • Again for abvious reasons, gua�rails are not required an the auditorium side of a stagy or enclosed platform. .. " . with specifiedgrOUPP'� � mar and set number used on SupplierAs hardware schedule. incfude fasteners and accessories necessary for hgallation and operation of finish hardware in. same package. 1.6 SCHEDULING A. Hardware Templates 1 . Provide hardware templates to Sections 081 00 and 08200 within 14 days after hardnfC schedule is approved by Architect, Z• Supply necessary hardware templates to Division 06 prior to pre -installation meeting. PART 2 PRODUCTS 2al FINISHES A. Finishes for steel:, brass, or bronze hardware hems shall match e)as#ing materials other steel, brass, or bmnze shall Match ebs#mg. than 292 FaSTENERS A. Fasteners shad be of sutabie types, sizes and quantities to ro o Fasteners shad he of same material and finish as hardware unless wii the�se sS r ed. Fasteners exposed to weather shad be non-ferrous or corrosion resisting steel. PART 3 EXECUTION 3.1 PREPARATION A. Before ordering materials, aWr'apriate for substrate to 3.2 HARDWARE GROUP SCHEDULE A. Single Exterior Doors lit examine documents to be assured thata -a o be which k is to be secured and wiff function as intended. 3 each—�'u'BLAts 7 Tk2714 411/2 x 4-- 1 each -Lock D80:PD RHO 26D u2 28D i each -Closer P 1461 AL 1 each -Stop W307FT 26D 1 each -Smoke Seal PK55 Group 2 - Door No's 004. IA21JO7. 11i. 71 3 each -Butts TA2714 411/2 x 4.1/2 26D Owl 1 each -Lock D53PD RHO 28D 1 each -Closer P1481 AL 1 each - Stop VV302 28D 1 each - Smoke Seal PK55 3 each 1 each 1 each 1 each i each East Main Square Door No's 002. 00g 114,127.. 2,15. -Butts TA2714 411/2 x 4-1/2 26D Exft Device 12-88i3 ETL x age (.yl 830 - Closer P1461 AL -Stop W307 28D - Smoke Sera[ PK55 z McKinney Sctdage LCN Quality Pemko McKinney Schlage LCN Quality Pemko McKinney Sargent LCN Quality Pemko ordered is 0870E General Hardware Requiremetts i r Ar Group 4 - Door No's _ 101. 1021,108 - Cyfinder�r 1 each As Required -GroUp a m- 3 each 1 each f each Gr,QULA � 3 each I each 1 earl Door No's -105. j0Q1L 1__110., 148. 123, 12A, 203. N2, 213. - Butts TA2714 41112 x 4-1/2 28D McKinney - Lock D53PD RHO 28D schlage - Stop W302PT 28D Qualky Door No"s - BMs TA2714 451!2 x 4-1/2 28D McKinney - Passage DIOS RHO 28n Schlage -mop W07PT 28D Quality .QrOUD 7 � Door No's 121 Hardware by Door Manu'fa Qmw 8 M 3 each 1 each f each I each 1 each Door No's 125 7 26..22g P,,4 - Butts TA2714 4%1/2 x 4-1/2 28D Passage DIOS RHO 26D - Closer P1481 AL -Stop W07PT 28D - Smoke Seal PI%VVifr%r% Grote 9 - Door No's _ -216--217 _ 3 each -Butts AZ714 411/2 x 4-1/2 28D 1 each - prjy+cy pqp RHO 26D 1 each - Closer P1481 AL 1 each -Stop W302PT 26D 1 each - SMoke Sol PK55 East Main Square � McKinney SeNage LCN Quality Pemko .McKinney Schlage L CN Quality Pemko 087a1 General Hardware Requirements