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HomeMy WebLinkAbout16127-zFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMF2qT Office of the Buzldlng Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPAi~CY No Z18086 Date JUNE 6, 1989 THIS CERTIFIES that the buzldlng. CHURCH Locatzon of Propert~ 1850 MAIN BAYvA~W ROAD SOUTHOLD House No. Street Hamlet County Tax Map No. 100Q Section 75 Block 04 Lot 28 MINOR Subd~v~smon SALVATORE CATAPANO Filed Map No. 4096 Lot No. 3 conforms substantially to the Applmcatlon for Building Permit heretofore filed in this offmce dated JUNE 15, 1987 pursuant to which Bumldmng Permit No. 16127Z dated JUNE 24~ 1987 was issued, and conforms to all of the requmrements of the applicable provlslons of the law. The occupancy for which this certzflcate Ks mssued is CHURCH BUILDING AS APPL±kU FOR. CHURCH OF THE OPEN DOOR, The certzf~cate is issued to OPEN DOOR MINISTRIESt INC. (owner, ~) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-87-009 MAY 16t 1989 UNDERWRITERS CERTIFICATE NO. N043047 OCT. 3lc 1988 PLUMBERS CERTIFICATION DATED JACOBI PLUMBING & HEATING JAN. 25t 1988 PLANNING BOARD LET'£~ DATED JUNE 6e 1989 Bulldlng Inspector Rev. 1/81 TOWN OF $OUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N. Y, BUILDING PERMIT (THIS PERMIT MUST BE I(EPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORk: AUTHORIZED) hereby granted to: ....'-~..o...~...~..~ .......... ~ ............................... ...,~~....~...~.,....u..%ml .......... o~ ~,.mise, ,~o~ed o~ ..~..~.Z...~... ........ ..~...~..L .~ ......... ~ ....................... .... Z~o' '~.,.f~.... /5 ...................................................................... 7...~.-.....~ ........... .m~.....~ ........ ~..E ............................. County Tax Map No. 1000 Sec, ion . .....(~...~....~ ...... Block .... ..~..~. ......... Lot No.....~.:...~.., .. pursuant to application dated ........ ..~..~..[...~... ............ , 19.~..~.., and approved by the Budding inspector. Building Insl:~tor Rev. 6/30/80 Town Hall. 53095 Mare Road PO Box 1179 Southold, New York 11971 TELEPHONE (5~6) 765 1938 PLANNING BOARD OFFICE TOWN OF $OUTHOLD Victor Lessard Building Department Southold, NY 11971 RE: Church of the Open Door SCTM Dear Mr. Lessard: The following action was taken by the Southold Town Planning Board on Monday, June 5, 1989. RESOLVED that the 5outhold Town Plar~ning Board recomend to the Building Department that they issue a certificate of occupancy for this site plan located on Bayview Road at Southold. If you have any questions, please do not hesitate to contact this office. cc: Mike Jacoby, Church of the Open Door It FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. TEMPORARY CERTIFICATE OF OCCUPANCY No Z18020 Date MAY 10~ 1989 THIS CERTIFIES that the buildlnQ CHURCH Location of Property. 185Q ~t~IN BAYVIEW ROAD SOSTHOLD House No. Street Hamlet County Tax Map No. 1000 Section 75 Block 04 Lot 28 MINOR Subdivision SALVATORE CATAPANO Filed Map No. 4096 Lot No. 3 conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 15, 1987 pursuant to which Building Permit No. 16127Z dated JUNE 24, 1987 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is TO CONSTRUCT A CHURCH AS APPLIED FOR. CHURCH OF THE OPEN DOOR, The certificate is issued to OPEN DOOR MINISTRIESr INC. .. . (owner, ~) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-87-009 MAY 16~ 1989 UNDERWRITERS CERTIFICATE NO. N043047 OCT. 31~ 1988 PLUMBERS CERTIFICATION DATED MIKE JACOBI JAN. 25~ 1988 Building Inspector Rev. 1/81 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NEW YORK 765 1802 11971 BLDG DEPT TOWN OF $OUTHOgD APPLICATION FOR CERTIFICATE OF OCCUPANCY DATE MAY 10, 1989 NEW CONSTRUCTION.~Y~.OLD OR PRE-EXISTING BUILDING .... VACANT LAND .... Location of Property: Mazn Bavview RQa~. Hamlet of ~outhola Owner or Owners of Property:C. hur~h ~q ~h~ Open DoorrOp~n ~r MJn_Tn~. County Tax Map No. 1000, Sectzon: 69, Block ~6, Lot Subdiv~slon:Minor Subdivision Salvatore Cata~ano Filed Map #4096 Lot~ Permit~16127 Date of Permit 6/24/87. Applicant:Church of the Open Door Health Dept.Approval: C-1087009 Underwriters Approval: NO 45Q47 Planning Board Approval: Awaiting. Request for Temporary Certificate.../..Final Certificate. APPLICANT: Church of ~/O~en Door, Open Door Ministries, Inc. rev. 10/14788 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NEW YORK 765 - 1802 11971 ~LDG DEPT TOWN,,,OF SOUT, HOLD APPLICATION FOR CERTIFICATE OF OCCUPANCY DATE MAY 10, 1989 NEW CONSTRUCTION..YES..OLD OR PRE-EXISTING BUILDING .... VACANT LAND .... Location of Property: Mazn Bavvsew Road Hamlet of Southold Owner or Owners of Property:Cheetah ~F thm open D~or:Op~n County Tax Map No. 1000, Section: 69, Block ~6, Lot ~-g~© Subdivision:Minor Subdivision Salvatore Catapano Filed Map ~4096 Lot~ Permit~16127 Date of Permit 6/24/87 Applicant:Church of the ODen Door Health Dept.Approval: C-1087009 Underwriters Approval: NO.4~Q4~ Planning Board Approval: Awaiting. / Request for Temporary Certificate ..... Final Certificate ..... ~...../... Fee Submitted: $ .... .~.~. ........ APPLICANT: .~hu~ch of /~/Open Door, Open Door Ministries, Inc. rev. 10/14/88 C UNDATION ( ~ f UGH,--~--FRAME FLUMBING SULATION PER N. Y. STATE ENERGY CODE FORM NO 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, N.Y NOTICE OF DISAPPROVAL PLEASE TAKE NOTICE that your application dated for permit to ~./,~ ~, .T/~¥~../.-~. ://ff .c/5,&. ~ Z .~--,~...$ ~.ff' ~. ......... at Hou~ No ~ S~r~t ' ' ~ ' ' ' k~m&~ County Tax Map No. 1000 Section . ~ ~ . Block ..~.. . Lot ~ -I- . Sub&wsmn .......... Ffle~ Map No .... Lot No . is re~/./~ed herewith and disapproved on the following grounds .. ~ . . . ~. ~~,~.~ ,~~..¢ ~ ~,,~.>;~' ~,,~ .. ~ z~... ~.~. z~ :~.. ~. L~.P ....................... Building Inspector RV 1/80 ~outhdd Long Island New York 11971 ! ~o~v. ,a~ '~otifAou~ ...... I January 25, 1988 Mr. Vic Lessard Buzlding Depar tr~ent Southold Town Hall Main Road Southold, New York 11971 Mr. Lessard, I would lzke to request inspectzon of our new church structure Friday, January 29th. for Certzficate of Occupancy, as per our previous conversatzons. If further information Ks necessary please contact Mr. Eugene Heacock 765-4137 or Mr. Mike Jacobi 765-1643. I have enclosed our letter to Mr. Orlowski and his response for your information. Thank you. Sincerely, ("~-~C Reverend M~mrard Hansen Southold, N Y 11971 (516) 765-1938 January 5, 1987 Church of the Open Door Reverend Edward Hansen Open Door Ministrzes Southold, NY 11971 Re: Church of the Open Door Site plan at Southold Dear Reverend Hansen: We are in receipt of your December 18 correspondence with regard to the above mentioned site plan. The Plannlng Board can only make a recommendation to the Building Department for a certificate of occupancy upon completion of the szte elements. The Board's policy has been not to make recommendations with regard to requests for temporary ~ertificates of occupancy. Please contact our office when you are ready for your certificate of occupancy. The Planning Board will make an inspection and recommendatzon at that time. If you have any questions, please don't hesitate to contact our office. Very truly yours, BENNETT ORLOWSKI, JR. CHAIRMAN SOUTHOLD TOWN PLANNING BOARD !/[ Church i or ,H the !OPEN , !DOOR ji Pastor !L~J (d~uard Hansar Dec~ber 18, 1987 Mr. Bennett Orlowski, Jr. Planning Board Southold Town Hall Main Road Southold, New York 11971 Open Door M~n~stnes Southold, Long Island, New York, 11971 (516) 76~-2603 oonstruction w~rk, plumbing, heating, electrical, etc. on the main floor of its sanct,,n~y on Main Bayview Road, Southold, New York. The surveying stakes are all in place, septic system approved, retaining walls built, handicap ramp~ installed, rough grading finished etc.. AS winter has set in we are presently unable to c~lete our parking lot and landscaping during these months. We ~uld like to occupy our building with a temporary ED subject to your approval. Mr. Lessard suggested we make this requm~t to you. ~ne following contractors have been retained for parking lot, South Fork Asu~alt C~'~any, Drywells, Oliver Campbell, and landscaping, Mr. Cliff Goldsmith and Mr. Josep~ Betty. The drywells will be installed at the ~rliest possible date, they have already been ordered. The parking lot will be installed as soon as Spring weather .permits. The landscaping will begin in May. Please note that most of our shrubs and trees have already been selected ar*] are waiting for the completion of the parking lot. The parking lot lighting will be installed previous to the tnstallatioa of the parking lot. It will cause us great hardship if we delay occupancy of our building. (1~ behalf of the congregation of the Church of the Open Door I ask that y~. kindly grant our t~-~or .a~y. O0, subject to and contingent upon the above scheduled ~letlon. Sincerely, Al. Aldrich, Thomas 9-21-81 nny- i iawathas Path,Southold 765-5331. Em.~ Dr. Brown 283-2010. 2. ~arJLra, Morgan 1-1-82 (Gustav-Ruth Ann) 227 E. Breakwater Rd. .__~3~-b_ ~tuck 298-9351. Em. ~ Arlene Am~ato 298-8285. Dr. Pearson 727-1940 Asthma--allergy to milk. 3. Benjamin,Leah 12-5-81 (Julia & Charles)477-2848 230 Third St.Greenport. Em. % Shirley Bergonzi (work 323-3555-477-2201. Dr. Mercier 298-5454. 4. Brigham, Jeffrey 2-12-81 (Barbara-Tim) 645 Wickham Avenue, Mattituck 298-8082.Em. % Marie Strasser 477-1368. Dr. Mercier 298-5454. 5. DeJesus, Xavier 7-13-80 Carlos-Patricia 327-4th St.Greenport 477-0875. Em. % Bonnie Angevine 477-1231. Dr. Brown 283-2010. 6. Dubois, Alex 9-23-81 (Ray-Jan) 1121 Main St. Greenport 477-9406. Em ~ Ray Dubois 765-5053. Dr. Mercier 298-5454. 7. Kron, Heather 12-20-80 (Bette & Gary) 298-9519-950 New Suffolk, Mattituck. emergency ~ Jane Edstrom 298-5106. Dr. Mercier 298-5454.Allergic to walnuts. 8. Kruk, Jackie 7-12-81(Edward & Lydia) 765-5148 1175 Soundvlew Ave. Peconic 11958. emergency % Terry Jacobi 765-2850. Dr. Cooper 914-279-9300. 9. McGinness, Melissa 5-15-81 (Kristine)477-0117 210 Broad Street Greenport. Em.% Dr. Mercier 298-5454. 10. Moelius, Ginger 5-3-80 (Vern-Sandy) 465 Dogwood La. Mattituck 298-5887. Em. % Or. Mercier 298-5454. 11. Young, Rivkah 6-9-81 (Jeanne Merkel) 765-1145- 64250 Main Rd. Southold. emergency % David Vazquez work 734-5330 home 765-5193. Dr. Mercier 298-5454. Three Young children from Sept 16th-Sept. 29 will be picked up and dropped off at Mrs. Thornhill's house 216 Manor Place Greenport %477-1068. Jeanne Merkel (mother em. ~ 727-9360 til 4:00p.m.) Second Grade 1. Bartra,Aimee 2-6-1979 (RuthAnn-Gustav) 227 E Breakwater,Rd. Mattituck 298-9351. Em.9 Douglas Cooper 298-4949. Drs. Pevney,Lao,Pearson 727-1940. 2. Dubois, Amy 1-25-80 (Ray - Jan) 1121 Main St. Greenport 11944 477-9406. Em. % Ray 765-5053. Dr. Mercier 298-5454. 3. Hai~ward Chloe 12-2-79 (Laurel Charles) 41 Smith St. Shelter Island 11964 749-~591. Em. # Marion Latney 477-1511 wk, home 477-0268.Dr. McL~ughlin 283-8630. 4. Johnson, Kajsa 9-23-80 (Susan) Box 805 Main Rd. Southold 765-3122 Em.%. Marie Johnson-765-3122 or 765-9220. Drs.Pevney,Lao,Pearson 727-1940. 5. Trent,Melissa 4-29-79 (Heather-Oliver C~mpbell) Box 118 Skunk La. Cutchogue 734-7476. Em.% Robin Simcik 477-1356. Dr. Mercier 29S-5454. VICTOR LESSARD EXECUTIVE ADMINISTRATOR (516) 765-1802 OFFICE OF BUILDING INSPECTOR TOWN OF $OUTHOLD Town Hall, 53095 Main Road PO. Box 1179 Southold, New York 11971 December 16, 1988 TO WHOM IT MAY CONCEP/q: The Church of the Open Door, 1850 Main Bay View Road, Southold, N.Y. Suffolk County Tax Map ~1000-069-06-9.2, has completed all the requirements of construction, as per "State Code". The only requirement remaining is final approval of the Planning Board for site plan. Because things like grass seeding etc. are not possible until next spring, a site plan approval would have to wait until next spring. In the meantime all the buildlng department can do is issue a Temporary Certificate of Occupancy to be able to utilize the building which it has done. Very truly yours, SOUTHOLD TOWN BUILDING DEPT. Victor Lessard, Principal Inspector VL:gar October 19, 1987 Town of Southold Main Road Southold, New York 11971 Attn: Mr. Gary Fisher Dear Mr. Fisher: KE I LLOR ARCH I TEl:T8 1642 EDGEWOOD AVENUE SOUTH ST. LOUIS PARK, MINNESOTA 55426 After discussion with you and Gene Heacock concerning the ceiling system I did some investigation to determine structural capacity of the suspended ceiling system. Enclosed is a copy of the literature from USS explaining the materials~ installation, and load capability of the system. Here are the actual loads we are dealing with in the system. Gypsum Board --- 5/8" thick -- 2.5~ per square foot. Bart Insulation -- 18"thick -- 1.0# per square foot. (Bart Insulation weighs approx. .&2#/cubic foot) Note: These are published weights of materials. For complete certainty of accuracy the weight of materials on ]ob should be obtained. Hanger wire supports at 4'-0" on center attached to main grid beams at 4~-0"o.c. gives each hanger a ceiling area of 16 square feet to support. The weight ceiling then for each wire is: (2.5# + 1.0#> × l& square ~eet = 52.8 pounds/wire. A 12 gauge wire has diameter o~ .1055" ~or a cross section area o~ .0087 square inches. With A56 steel this wire will support 200# with normal 1.5 ~actor of safety. Limits set ~orth o~ 16# per lineal in the USG literature are the main beam capacity foot and insulation weight of 2.2# per square Each main beam will carry 4 square ~eet o+ ceiling area per +oot. 4 sq.+t. X (2.5# + 1.O#) = 15.2# per lineal ft. This fails with the 16# per lineal foot recommendation. We have an insulation weight of approximately 1# per square foot which is within the allowable.(Owner should verify this weight) If the actual materials being used ~all within the weight and strength limits specified above and installation is properly done the system will perform within deflection limits o~ L/560. Thank you for your concern on this matter. USG Direct Suspension System-- A UL-rated, d~rect-hung god--for screw apphcatlon of drywall and veneer ce/ling systems components MB-12 Mare Beam CFC-4 P-I'/~6"-t t Cross Furring Channel CB-4 Cross Beam Wall Angle descnphon The USG D~rect Suspension System ~s s d~rect-hung steel ceding gr~d for screw apphcahon of gypsum panels and veneer flmsh systems m commercial and ~ndustrlal budd- ~ngs Th~s factory-designed module system cons~shng of s~mple snap-lock parts, ehm~nates extra lob steps requtred wtth cold-rolled channel suspension systems It prowdes 1-, 1Y2-, 2- and 3-hour Underwriters Laboratories Inc fire rabngs, and outstanding pedormanoe features and benefits Only 4 basic components to/ostall MB- 12 Mare Beam, a haavy-duty 12-ft standard prspunched and indexed Tee Beam, notched 8 m o c to permit 16 and 24 In 0 C cross furring channel to lock m Aisc allows integral sphc~ng w~thout chps or plates CFC-4 Cross Furrcng Channel ~s of 25-ga steel w~th knurled surface Channel s~mply locks rotc main beam CB~i Cross Beam allows mstallabon of standard lay-m hght fixtures Wall Angle stmphhes attachment o'[ cross furring channel, prowdes backup for gypsum panels Fast, easy installation-The new USG Suspension System hangs up as easdy as common exposed gnd tee systems Cross channels require 40% fewer screws than comparable fire-rated systems The system prowdes a rigid, stable base for secure attachment, there's no secbon twisting or racking F¢re-rated assembhes-USG Suspension Systems offer a vanety of UL Designs for hre-rated assembhes G529-2 and 3-hour rabngs under steel /o~sts plus concrete 3-hour beam protection G528-1 and 1Y2-hour ratings under steel bar jo~sts and concrete UNITED STATES GYPSUM USG irect Suspension ystem P506-1 and lY2-hour rahngs under steel bar ~o~sts and gypsum plank P507-1 and 1Va-hour rahngs under steel bar lo,sts and poured gypsum P510-1 and 1V2-hour ratings under steel bar ~orsts corrugated steel and gypsum board L525-1*hour rat,rig under wood tomts and decks Drop-m hgnts can be framed w~th bra-rated cross-beam, and tented w~th SHEETROCK® Brand FIRECODE'"' "0' Gypsum Panels Gap m flange of mare beam after sphce ~s locked m prowdes expansion rehef that gives this section superior pedormance under hre conditions Low cost-In add~hon to Iow-cost components and fewer fas- teners, factory dehned modules and snap4ock parts speed rnstallahon Sturdy durable performance-Mare beam has capacity of carrying 16 lb perhn ft Icad, and the system (except gyp- sum panels) can carry point loads of up [o 30 lb at any Iocahon on the Main Beam or Cross Furring channel without exceeding a deflechon of U360 Prowdes the same capabd- 4y as a heawer gauge cold-rolled channel gnd Heavy-duty galvamzed steel and 12-ga hanger w~res 48 m cc give celllngsng~d stable supporl Compact packaging-Provides easier handling requires less storage space to reduce inventory costs limitations 1 For s,ngle4ayer panels used as base for spray-apphed texture hnlsh, max~murn frame spacing ,s 16"o c for ~/a"th~ck panels apphed across framing apphcahon of panels 2 SHEETROCK Brand Gypsum Panels should not be ex temperature Specially formulated SHEETROCK Brand WR and other h~gh moisture areas 3 Non-load bearing to support only the dead Icad Heavy concentrated loads should be independently supported To prevent objectlonal sag m new gypsum panel ce~hngs the weight of overla~d Attach hangerw~res (12 ga mrn/tooverhead supporl and bend to desired level Connect mare b~',ams to pre-bent hanqor wlrpq [Islrl() I,~,~ Snap-lock cross furring channels m parallel rows perpen- d~cula r to mare beam Space rows 24" or 16" o c as spec for gypsum panel support Addlbonal rows of channels should be placed wdhm 6" of walls ~I angles are not used gypsum panel support F~x cut ends of cross furring channel towaH angle along startmgandfm~sh rowswdh V~ Type S~12 Screws rivets or by chnchlng Screw attach 12" e c (e/s'} (~'~"} S~EETROOK Brand Gypsum Panels to the cross furring channel only with 1 Type S Screws Apply the [cng d~rectton of the panel across the rows of cross furring channel Iocabng the panel so that side joints are centered along mare beam and bult inlets tall under a channel L~ght hxture altachment Use two standard 4 ft cross beams (CB-4j ln place of cross furring channels (CFC-4) for standard lay-m hght fixtures Use standard casing bead to finish gypsum panel opemng around per~meter of hght f~xtures Make sure that casing bead does not extend beyond flange edges of lower beam Fire-rated apphcat~on Support butt iomts of SHEETROCK Brand F~RECODE 'C ' Gyp- damper w~th a fusible link Individual openings should not exceed 113sq ~n per 100sq ft of ceding or 57sq m per 100 sq ft olentlre ceiling area Light f,xtures should no~ exceed 24 sq ft per 100 sq ft hxture as m detad on page 4 In addd~on cross furqng Wall Angle_ Part No Packaging MB-12 240 fl CFC-4 120 Il cra CB 4 240 fl c~n 400 tt ctn speclhcat~ons Part 1 general 1 1 scope-Spec/y to meet prolect requ/rements I 2 quahhcatlons All materials un~ess otherwise md~cated shall be manulaC tured by or for the Umted Skates Gypsum Company and shall be installed m accordance w~th ~tscurfent printed d~rect~ons I 3 enwronmental cond[tmns A m~mmum temperature of 55°F (13°C} shall be prowded and maintained ~n the budding at ,east 72 hours pnor to during and after apphoatlon ol gypsum panels gypsum base joint treatment or veneer finish Adequate un,form yen- Part2 products 2 1 materials a Mare Beam 124t long by ll/2" x ~ ~6" sections b Cross Furring Channel 27/8 x ~/8" hat-shaped %~-,chor~) Nommally4-ft long 25 ga hobd~pped galvamzed c Cross Beam Iv2"x ~s~6, x4ft long sechons WallAngle l¥8"xT/a"x 10ft long e Hanger W~res mm 12 ga 9aWamzed stee~ w~re Gypsum panels (max practical length to minimize lo~nts) (Regular} (FIRECODE "C"} (Foil Back} (V2"} (5~"} tl~ck 48' w~de SHEETROCK Brand Gypsum Panels or (Regular) (Foal- Back) (¥2") (%") thick 48" w~de IMPERIAL" Gypsum base g Fasteners (1'3 USG Type S Screws, Bugle head ("z"~ ( 1' USG Type S-12 Screws tow profde head h USG 200-A Metal Tnm Part 3 execubon Refer to mstallahon section at lett Detail--typical ~nstallabon wall ~ntegral splice main beam USG irect Suspension ystem Deta~l--cross-sechon at fixtures 1" type S-12 screws 200 meta~tnm Detad--hcjht fixture fire protecbon technical data Mam Beam 1~ I 0280 0290 (24 ga ) Cross I Channel ~"~ i .k~ud, U~'~ 0116 0260 (25 ga ) NOT~CE WE SHALL NOT BE LIABLE FOR INCIDENTAL AND CONSEQU£N TtAL DAMAGES DIRECTLY OR INDIRECTLY SUSTAINED nor to any Ios~ UN/TED STATES GYPSUM BUILDING AMERICA 101 South Wacker Drwe, Chicago, Ilhno~s 60606 CS38/USG/rev 681 Printed ,n USA October 19, 1987 Town of Southold Main Road Southold, New York 11971 Attn: Mr. Gary Fish Dear Mr. Fish : KE ILLQR ARCH I TECTS 1642 EDGEW00D AVENUE SOUTH ST. LOUIS PARK, MINNESOTA 55426 BLDG. DEFT ,TOWN,, OF, SOUTHOLD After dlsuussion with you and Gene Heacock concerning the ceiling system I did some investigation to determine structural capacity of the suspended ceiling system. Enclosed is a copy of the literature from USG explaining ~he materials, installation, and load capability of the system. Here are the actual loads we are dealing with in the system. Gypsum Board --- 5/8" thick --- 2.5# per square foot. Bart Insulation --- 18"thick --- 1.0# per square foot. (Bart Insulation weighs approx. .62~/cublc foot) Note: These are published weights of materials. For complete certainty of accuracy the weight of materials on job should be obtained. Hanger wire supports at 4~-0" on center attached to main grid beams at 4'-0"o.c. gives each hanger a ceiling area of 16 square feet to suppor~. The weight ceiling then for each wire is: (2.5# + 1.0#> X 1~ square feet 52,8 pounds/wire. A 12 gauge wire has diameter of .1055" for a cross section area of .0087 square inches. With A56 steel this wire will support 200# with normal 1.5 factor of safety. Limits set forth in the USG literature are the main beam capacity of 16# per lineal foot and insulation weight of 2.2# per square foot. Each main beam will carry 4 square feet of ceiling area per foot. 4 sq. ft. X (2.5# + 1.0#) = 1G,2~ per lineal ft, This falls with the 16# per lineal foot recommendation. We have an insulation weight of approximately 1# per square foot which is within the allowable. (Owner should verify this welqht> If the actual materials being used fall within the weight and strength limits specified above and installation is properly done the system will perform within deflection limits of L/560. Thank you for your concern on this matter. Richard Kelllor May 29, 1987 I ~L~. DEPT. [.___TOWN OF SOUTHOLD Open Door Ministries Southold, Long Island, New York, 11971 (516) 76~-2603 Mr. Victor Lessard Building Department Southold Town Hall Main Road Southold, New York 11971 Dear Mr. Lessard, Mr. Heacock has asked me to send you a copy of his temporary certificate with the Bureau of Electricity. Also, we have a question (see enclosed copy of your note dated 4-7-87 from our Site Plan) "if sign is l~ghted, not indicated" is this a question to us? if so, yes our sign will be lighted, or are you saying that this must be put on our Site Plan? Thank you for your patience. Sincerely, Barbara MacMillan Secretary TOWN OF $OUTHOLD OFFICF OF BUILDING INSPECTOR P O BOX 728 TOWN tlALL SOUTHOLD, N.Y. 11971 TEL. 765-1802 C E R T I F ! C AT I 0 D Date I certify that the solder used Ln the water supply system contains less than 2/10 of 1% lead. Sworn to before me this ~%~ day of z~ 19 FF . Notary Publ~c~ County Notary Publmc I~ t~ DE NOT. k~ PUBL C, ShOe o~ New No 47o~8m s~a ~n~,,~ Te~ Ex,res M4~mh ~0,1°---~ 765-1802 BUILDING DEPT. INSPECTION ~FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING FINAL DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION FOUNDATION 1ST [ ~ROUGH FOUNDATION 2ND [ ] FRAMING REMARKS: PLBG. INSULATION FINAL DATE 765-1802 BUI~.DING DEPT. INSPECTION [~FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING FINAL DATE 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [~OROUGH PI.B .~ FOUNDATION ~'ND [ ] INSULATION FRAMING ~-. [ ] FINAL DATE 765-1802 BUILDING DEPT. INSPECTION FOUNDATION 2ND [ ] INSULATION FRAMING FINAL REMARKS: INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]/t~OUNDATION 2ND [ ] INSULATION / [//] FRAMING [ ] FINAL REMARKS: ? ~, / / DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION FOUNDATION ~IST [~/ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FINAL FRAMING DATE 765-1802 BUILDING DEPT. FOUNDATION 1ST FOUNDATION ZND [ INSPECTION [ ~ROUGH PLBG. FRAMING REMARKS: ] INSULATION ] FINAL DATE ,, INSPECl'OR ~"~ /~'~ 765-1802 BUILDING DEPT. INSPECTION [ ] F~UNDATION 1ST [ ] ROUGH PLBG. / FOUNDATION 2ND [ ] INSULATION [ ] FRAMING REMARKS:, FINAL INSPECTOR THE NEW YORK BOARD OF FIRE UNDERWRITERS Plirx a, �Q85041. BUREAU OF ELECTRICITY 85 JOHN STREET. NEW YORK, NEW YORK 10098 Date OCTOBER 31 ,1988 ApplicationNo.onfile 4'ti52(}87/K N ()A3047 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant nomod an the above application number in the promism of CHURCH OSP THE OPEN DOOR, MAIN HAYV1l.H ROAD, 80IITH0110 N.Y. in thefollowinR location; © Basement R Ist Fl. ® End Fl. •SertionO69 Btoelfi Lot EVE uw examined on OCTOBER 12,1988 and found to be in compliance with the requirements of this Board. RKTIIR! RES R%TURGES AN - COOKNODECKS _O_ 04$HW -. E%NAUST-FANS OUiilTS ..� �� IMCANDESCEM nVOI1tSRM s1wMAT. I R.W. I AMT. K.W. AMT. R.W. AMI.j R W AMT. M.P. d DRYERS RR11AGl MOTORS I MME AMUANCE IMRMS AL NMI MM CW.Xl pu MT WATERS MSYE W 0111011011111111i _ AMT. R.W. OIL M.P. 04M.P. AMT. NO. A W.0. AMT. AMP. AMT. AMn. TRANS. AMT. M.P. t 0.OF MR AMT. WAM SERVICE DISCOWAU NO.OF ". ,•- S E R V I C E � AMT. AAv. TYP! A/tW 1/xW t R TV 7/AM• No.OPtCC.COND. Of Cf.<CMD. Mo.Ot MFLED ce N�'IEOC. MO.OP WwRALS OF t Ml OTMM AMARATU& PRACK 1.7CATfNt .-16 RBB GENE NEACOCK S;L1F. CONTE. CEDAR NENNH RD. SOUTHOLD, NY, 11971 004WAL R1BuwB! 17 1,Lt:ENSF. NO. 94:i f: Per £v This artificaN must not be aheadin any _ ; return to the office of the_Board if ineorrM. Inspectors mak. M idsMi({ed_ tMir credenHah. r� CM FOR BOLD06 DEPARTMENT.TINS COPY OF CERTIFWATE MUST NOT BE ALTERED IN ANY AIAIMER. — Southold Town Board of Appeals HAIN EDAD- I~TATE I~DAD 25 5DUTHIZ1LD, L.I,. N,Y. 11¢J71 TELEPHONE (516) 765 1809 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 3487-5E Application Dated March 19, 1986 TO: Paul A. Camln]ti, Esq. as Attorney for CHURCH OF THE Main Road, Box 992 Southold, NY 11971 OPEN DOOR [Appellant (s) ] At a Meetinq of the Zoninq Board of Appeals h~ld ~n November 20, 1986 the above appeal was considered, and the action ~nd~cated below was taken on your [ ] Request for Varzance Due to Lack of Acce~s e~ Property New York Town Law, Section 280-a IX] Request for Special Exception under the Zoning Ordinance Article III , Section ]00-30(8) [ ] Request for Variance to the Zoning Ordinance Article , Section [ ] Request ~or Application of CHURCH OF THE OPEN DOOR for a Special Exception to the Zoning Ordinance, Article III, Section 100-30(B)[2] for permission to construct and establish House of Worship with related religious activities on a five-acre tract of land referred to as Lot #3, Minor Subdivision of Salvatore Catapano, which received Sketch-Plan Approval 4/14/86 by the Town Planning Board, Location of Property. West Side of Main Bayv]ew Road, Southold, NY; County Tax Map District 1000, Section 69, Block 6, Part of Lots 8 and 2. (Current Owners: S. and J. Catapano). WHEREAS, a public 1986 ~n the Matter'of under Application No. hearing was held and concluded on October the Application of CHURCH OF Tile OPEN DOOR 3487; and WHEREAS, at said hearing all those who desired to be heard were heard and their testimony recorded; and WHEREAS, the board has carefully considered all 'testimony and documentation submitted concerning this application; and WHEREAS, the board members have personally viewed and are familiar with the premises in question, its present zoning, and the surrounding areas; and WHEREAS, the board made the following f~nd]ngs of fact: 1. By this application, applicant requests a Special Excep- tion under the Provisions of Article III, Section 100-30(B)[2] for a "House of Worship" to be located on a five-acre tract of land along the west s~de of Main Bayv]ew Road, Southold, re~erred to as Lot #3 in pending M~nor Subdivision of Salvatore Catapano and more particularly shown on sketched subdivision mapped October 15, 1985 by Roderick VanTuyl, P.C. 2. The premises in question is located ]n the "A-80" Residential and Agricultural Zoning District and has received Sketch-Plan approval from the Southold Town Planning Board on the pending subdivision on April 14, 1986. 3. The Site Plan under consideration shows a proposed new church building with a setback of 70 feet from the southerly property l~ne, 185 feet from the west property l~ne, DATED: November 20, 1986. CHAIRMAN, SOUTHOLD TOWN ZONING BOARD OF APPEALS Form ZB4 (rev. 1~/81) ~age 2 No. 3478 Matter of CHURCH OF THE OPEN DOOR Decision Rendered ~ovember 20, 1986 99 feet from the east property line. 4. It is noted for the record that this action is for a House of Worship, as more particularly shown on the S~te Plan prepared June 18, 1986 and ~s not deemed to be a Special Exception for any other construction which should be proposed in the future. 5, Located along the south property l~ne improved with single-family dwellings, as well to the west and to the northeast. are parcels as dwellings 6. It is also noted for the record that th~s project as shown on the s~te plan under consideration w~ll meet the requirements of sub-sections (a) and (b) of Section IO0-30B of the Zoning Code as to minimum setbacks and maximum lot coverage as noted there~n. In considering this application as shown with a minimum setback of 70 feet from the south property line depicted on Site Plan prepared June 18, 1986 by Ke~llor Arch.: (a) The House of Worship will not prevent the orderly and reasonable use of adjacent properties or of properties ~n adjacent use d~str~cts; (b) The House of Worship w~ll not prevent the orderly and reasonable use of permitted or legally established uses ~n the d}str~ct wherein the proposed use is to be located, or of permitted or legally established uses in ad3acent use d~str~cts; (c) the safety, health, welfare, comfort, convenience or order of the town will not be adversely affected by the proposed House of Worship and its location; (d) the House of Worship w~ll be in harmony with and promote the general purposes and intent of this chapter. The Board has also considered subsections Ia] through [1] of Article XIi, Section 100-121(C)[2] of the Zoning Code. Accordingly, on motion by Mr. Goehr~nger, seconded by Mr. Grigonis, it was RESOLVED, to GRANT a Special Exception for a "House of Worship" ~n the Matter of the Application of CHURCH OF THE OPEN DOOR, No. 3478, as shown by Site Plan prepared June 18, 1986 by Keillor Architects (indicating setbacks at 70 feet from the south property line, etc.), s~ub~ect to receiving final Site Plan approval by the Planning Board as required by Article III, Section lO0-30B of the Zon~n~ Code. Vote of the Board: Ayes: Messrs. Goehr~nger, Grlgon~s, Douglass, Doyen and Sawicki. This resolution was duly adopted. lk GERARD P. GO~HR~iNGER, C~IRMAN November 24, 1986 Examined . , I9 Approved , 19 Disapproved a/c Permit No 'FORM NO 1 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL $OUTHOLD, N,Y. 11971 TEL,: 765-1803 BLDG DEPT. TOWN OF SOUTHOLD Received ........... ,19.. (Building Inspector) APPLICATION FOR BUILDING PERMIT Date 4~ ~7oc~ , INSTRUCTIONS a Ttus application must be completely filled m by typewriter or in ink and submitted to the Building Inspector, with sets of plans, accurate plot plan to scale Fee according to schedule· b Plot plan showmg location of lot and of buildings on premises, relationship to adjoining premises or public sim. or areas, and glvmg a detailed descnptmn of layout of property must be drawn on the &agmm which is part of this app cation. c. The work covered by ttus application may not be commenced before issuance of Building Permit d Upon approval of this application, the Building Inspector will issued a Budding Permit to the applicant Such pern shall be kept on the premises avarlable for mspectmn throughout the work e No building shall be occupied or used in whole or m part for any purpose whatever until a Certificate of Occupan, shall have been granted by the Braiding Inspector APPLICATION IS HEREBY MADE to the Bufldmg Department for the issuance of a Building Permit pursuant to t Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances Regulations, for the construction of bmldmgs, additions or alterations, or for removal or demolition, as hereto describe The applicant agrees to comply with all applicable laws, ordinances, bufldmg code'Qhousmg co..4ee and regulations, and admit authorized mspectors on premises and m budding for necessary inspections /4 //~_ ~ (Slgj:m'ture of applmrant, or narrle, lf.~ corporation) (Mailing address of applicant) State whether apghcant is owner, lessee, agent, architect, ermmeer, general cgntract.or, electrician, plumber or bmldc (as'on the tax roll or latest deed) If apphcant is a ~corp~lon, sigl3~at~re of duly authorized officer tame an it e o co~pora~..~ o lcer) udder': License No.,L Plumber s License No Electrician's License No Other Trade's License No Location of land on which proposed work will be done ttouse Number Street County Tax Map No 1000 Section ~ 7 Block ~9~ . Lot Subdivision Fried Map No ....... Lot (Name) State existing use and occupancy of premises and intended use and occupancy of proposed construction , Existing use and occupancy /'/~0/C (/~(/~ .... ntended use and occupancy W~,/ff~' ~/ ~'b? .. ~ Nature of work (check which applicable) New Budding /% Addition . Alteration .. · Repair ·.. Removal ..... Demolition .... Other Work ....... '~'/~(~0) ~' (Descnpt]on) 4 Estimated Cost . ~.~ ...... Fee ..................... /~./.~f.~. .N .m ' (to be pa.ld on filing this application) 5. If dwelling, number of dwelling units ..... u her of dwelhng units on each floor If garage, number of cars . . ' 6 If business, commercial or mixed occupancy, specify nature and extent--'of'each'type'ofuse' · ·- --- - - ~r..At/.~' · ... 7. Dnnensions ofexlstlng structures, if any Front . . t~//~/--' .. Rear ..... Depth ........ Height .. Number of Stones .................... Dmaenslons of same structure with alterations or addmons Front .... Rear ....... Depth Height Number of Stones 8 Dimensions of entire new construction Front .~..~ . Rear .... .,~. ., Depth .. ~ ..... 9. sHl~hotflot'F~r~o/t' ' '/~fiq~mber°fSt°neS'Rear /' '~ff~'~' '['~'~'J~'?/D~e~il?'~f ..... 10 Dateofeurchase ~i~/~'~C~t../f~tl/~ ·. ... Name-~e'nnlr'O~vn'e;-ff.~'~ C~.~'~/.~'M~i. i,.. " 11 Zone or use district in which premises are situated ~ '. A~/('e*"f(,'~.~. .......... 12 Does proposed construction violate any zoning law, ordinance or regulation ...................... 13 W~I1 lot be regraded . .~...¢ . , ..... Will excl:ss fill be removed from premises: Ye, s 14. NameofOwnerofp.remlses ~.~-'.C~04~.p,~a/O Address D.e'f/].~.,~.£ ..... PhoneN~/~.~] ~./..~?...~'~"~ Name of Architect ~lt~,~ tl~¢l~.T'ec}~ ... Address ~ ~rl~t~/~t'" ~('~..~., .. Phone No(~4~. ~.~ ./~.~..~.. Name of Contractor/~/~,4~/,4'.7~/~...~r,,~.~,'/,.. Address J'~/~t~'~t~. fi/: ~ ..ehoneNo~ 7..c./)~.?f~ PLOT DIAGRAM Locate clearly and distinctly all bufldmgs, whether exlstmg or proposed, and. md~cate all set-back dn-nenslons from property hnes. G~ve stree~t arid block number or descnphon according to deed, and show street names and indicate whethm interior or~t~ ~~c°m' f STATE ~F NEWYORK _ cou n ov s.s .... /~ ~' ~/~ .. being duly swo~, deposes ~d says that he is the apphcant (Name of ~nd~wdual s~mg con~act) above nmed He ~s the ~f~f~..~ ............................. (Contractor, agent, co,orate officer, etc.) of smd owner or ownem, ~d ~s duly authorized to perfo~ or have perfomed the sa~d work and to m~e ~d file th~s apphcahon, that all statements contmed m this apphcatmn are true to the best of h~s ~owledge and behef; and that the work will be perfo~ed m the m~ner set fore m the apphcat~on filed therewith Sworn to before m~: :~:~~~C Nu ~ Public, . ....... ou / (S~ature of apphcar t, Examined ~.~-,.. ;~.~C.. , Approved ~ .~.~t. , 19~3. Pem~t No.~ Dmapproved a/c ...................... (Budding Inspector) APPLICATION FOR BUILDING PERMIT BOARD OF HEALTH ...... 3 SETS OF PLANS .~.~.- . suRvEY BUILDING DEPARTMENT SEPTIC FORM ............. : TOWN HALL NOTIFY SOUTHOLD, N Y. 11971 TEL,: 765-1802 CALL ................ MAIL TO' Date June ..... 198 INSTRUCTIONS a. This application must be completely filled m by typewriter or in ink and submitted to the Bmldmg Inspector, wit sets of plans, accurate plot plan to scale Fee according to schedule. b Plot plan showing location of lot and of buildmgs on premises, relationship to adjoining premises or public sin or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this ap cation. c. The work covered by ttus apphcahon may not be commenced before msuance of Buildmg Permlt d. Upon approval of this application, the Building inspector will issued a Bmldmg Permit to the apphcant. Such pen shall be kept on the premises avadable for mspechon throughout the work. e. No bmldmg shall be occupied or used m whole or in part for any purpose whatever untd a Certificate of Occupm shall have been granted by the Building Inspector APPLICATION IS HEREBY MADE to the Bmldmg Department for the issuance of a Bmldmg Permit pursuant to Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances Regulations, for the construction of buildings, addltmns or alterations, or for removal or demolition, as hereto descmb The applicant agrees to comply with all apphcable laws, ordinances, bmldmg code, housing code, and regulations, and admit authorhzed inspectors on premises and m building for necessary inspections. Church .of..the. Open Dcp. r..,.Oioe .nDoo. r' ~s .tri. e.s (Signature of applicant, or name, if a corporation) P.O. Box 643, $outhold, N.Y. 11971 (Madlng address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or bmId~ ~i~h~e% Jaqo~i,. Cha~ Boa~.r~ of .~lqe Corporation Name of owner of premises Ghuroh <~f ~he Opon DOOrr Open I]ooz: .Mo_nmat~zes ~c .............. (as on the tax roll or latest deed) If apphcant is a corporation, signature of duly authorized officer (Name and title of corporate officer) ALL CONTRACTOR'S MUST BE SUFFOLK COUNTY LICENSED Builder's License No .130 70 HI .. 634 P Plumber's License No ..... 943 E Electrician's License No ..... Other Trade's License No .. I Locatlonoflandon~inckp,ropgsedworkwdlbedone ~t ~'=. ~ ~ .R~.' .S.o.u.tt}ol~l~. 1~'5 {~ [~~-P~t Sou. thold¢ .N:Y. 11971 House Number Street Hamlet 69 6 F>/O 9.2 County Tax Map No 1000 Section Block Lot Subdivision Sal Catapano Flied Map No . .. Lot 3 . . (Name} 2 State existing use and occupancy of premises and intended use and occupancy of proposed construction a Exlstmg use and occupancy RA zoned lb Intended use and occupancy Construct Church 1 SPEC I F I CAT ION FOR s THE NEW CHURCH OU I LD I NO FOR Church of the OPEN DOOR ' MAIN BAYVIEW ROAD Southold , Long Isiand , New York 11971 COMMISSION NO. 386 MAY 29, 1%7 Keillor Architects i I1642 Edgewood Avenge South 612.545.1324 St Louis Park Minnesota 55426 COMMISSION NO. 386 PAGE 1 THE NEW CHURCH OF THE OPEN DOOR MAIN BAY VIEW ROAD SOUTHOLD, NEW YORK 11971 i OWNERS CHURCH OF THE OPEN DOOR P.O. BOX 643 BECKWITH & TRAVELERS STREETS SOUT14OLD , NEW YORK 11971 1 (516) 765-2603 ARCHITECT: KEILLOR ARCHITECTS 1642 EDGEWOOD AVENUE SOUTH ST. LOUIS PARK, MN 55426 1 (612) 545-1324 MECHANICAL & ELECTRICAL TAC ENGINEEERING CO. INC. ENGINEER: CONSULTING ENGINEERS 629 MENDELSSOHN AVENUE SUITE 161 MINNEAPOLIS, MN 55427 1 (612) 542-8855 I HEREBY CERTIFY THAT THIS SPECIFICATION WAS PREPARED BY ME UNDER BY DIRECT SUPERVISION AND THAT I AM A REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF NEW YORK\\ RICHARD KEILLOR REGISTRATION NO. 017984 �4EDASA A. � 101, 0 9� 017984 SOF NE`s PAGE 2 INDEX TO SPECIFICATIONS INSTRUCTIONS TO BIDDERS ------------------------------------ 4 ------------------------------------------------------------------ PROPOSAL FORM ---------------------------------------------- 6 --------------------------------------- ----- -------- ---------- �. DIVISION O CONDITIONS OF THE CONTRACT --------------------------7 ----------------------------------------------------------- --- DIVISION 1 GENERAL REQUIREMENTS SECTION 120 SAMPLES AND SHOP DRAWINGS ----- 9 SECTION 130 TEMPORARY FACILITIES ----------- 10 ----------------------------------------------------------------- DIVISION 2 SITE WORK SECTION 220 EARTH WORK ------------------- 11 SECTION 261 BITUMINOUS PAVING -------------- 14 ----------------------------- ---------------------------------- DIVISION 3 CONCRETE SECTION 310 CONCRETE FORMWORK ------------ 15 SECTION 320 CONCRETE REINFORCEMENT --------- 16 SECTION 330 CAST-IN-PLACE CONCRETE --------- 18 ------------------------------------------------------------------ DIVISION 4 MASONRY SECTION 410 MORTAR ------------------------ 20 SECTION 420 UNIT MASONRY ------------------- 21 ----------------------------------------------------------------- DIVISION 5 SECTION 510-------STRUCTURAL STEEL --------------- 23 ------------------------------------------------------------ DIVISION 6 WOOD SECTION 610 ROUGH CARPENTRY ---------- 26 SECTION 620 FINISH CARPENTRY ---- 28 --------------------------- DIVISION 7 THERMAL & MOISTURE PROTECTION SECTION 716 BITUMINOUS DAMPPROOFING -------- 30 SECTION 720 BUILDING INSULATION ------------ 31 SECTION 730 SHINGLES ----------------------- 33 SECTION 790 CAULKING AND SEALANTS ---------- 35 ------------------------------------------------------------------ DIVISION 8 DOORS, WINDOWS, AND GLASS SECTION 811 HOLLOW METAL FRAMES AND DOORS -- 36 SECTION 833 ROLLING COUNTER DOOR ---------- 38 SECTION 861 WINDOW UNITS ------------------- 39 SECTION 871 FINISH HARDWARE ---------------- 40 --------------------------------------------------------------- DIVISION 9 FINISHES SECTION 925 GYPSUM DRYWALL --------------- 43 SECTION 930 CERAMIC TILE ------------------- 46 SECTION 950 ACOUSTICAL TREATMENT ---------- 48 SECTION 965 RESILIENT TILE ----------------- 50 SECTION 990 PAINTING ----------------------- 52 ------------------------------------------------------------------ ' PAGE 3 ----------------------------------------------------------------- DIVISION 10 SPECIALTIES SECTION 1018 TOILET PARTITIONS ----_______-- 55 SECTION 1025 FIRE FIGHTING DEVICES - -- 56 SECTION 1080 TOILET ACCESSORIES ------------ 57 ------------------------------------------------------INCL-------- DIVISION 11 EQUIPMENT ( NOT INCLUDED ) ---------------------------------------------------------------- DIVISION 12 FURNISHINGS -------------r(-NOT INCLUDED ) --------------------------------- DIVISION 13 SPECIAL CONSTRUCTION ( NOT INCLUDED ) ------------------------------------------------------------------ DIVISION 14 CONVEYING SYSTEMS -------------( NOT INCLUDED ) ----------------------------------- ---------------- DIVISION 15 MECHANICAL ( SEPARATE > -------- -- -------------------------------------( SEPARA-------- DIVISION-16--ELECTRICAL SEPARATE) ----------------------------------------------------------- ----- INDEX TO DRAWINGS SHEET 7)A1 ________________�- SITE PLAN AND DETAILS SHEET #A2 - -- BASEMENT FLOOR PLAN, ROOM FINISH SCHEDULE, DOOR SCHEDULE, AND DETAILS. SHEET NA3 ---------------- MAIN FLOOR PLAN, ROOM FINISH SCHEDULE, DOOR SCHEDULE, AND DETAILS. SHEET #A4 ------------------- EXTERIOR ELEVATIONS, STAIR SECTIONS; AND DETAILS. SHEET NA5 ------------------- WALL SECTIONS SHEET NA6 ------------------- BASEMENT REFLECTED CEILING PLAN, BUILDING SECTIONS, INTERIOR ELEVATIONS AND DETAILS SHEET NA7 ------------------- MAIN FLOOR REFLECTED CEILING PLAN, INTERIOR ELEVATIONS, AND DETAILS. SHEET *Sl ------------------- FOOTING AND FOUNDATION PLAN AND DETAILS fSHEET BS2 ------------------- FLOOR FRAMING PLAN, SECTIONS AND DETAILS 1 SHEET «S3 ________________�- ROOF FRAMING PLAN AND DETAILS. SHEET NS4 - -- DETAILS COMMISSION NO. 386 PAGE 4 INSTRUCTIONS TO BIDDERS EXAMINATION OF SITE AND DOCUMENTS Bidders shall examine all documents, shall visit the site and record their own investigations, and shall inform themselves of all conditions under which the work is to be performed at the site of the work, the structure of the ground, the obstacles which may be encountered, all of the conditions of the documents, including superintedence of the work, requirements of temporary heat, time of completion, furnishing a list of subcontractors, and all other relevant matters which may affect the work or the bidding. The bidder shall base his bid on materials complying with the plans and specifications. INTERPRETATIONS AND CHANGES BY ADDENDA If any bidder is in doubt as to the meaning of any part of the Plans and Specifications, he may submit a written request to the Architect for an interpretation of that part. Any interpretation or change will be made only by addendum numbered, dated, and issued to each bidder on record of receiving a set of documents. The Owner or Architect will not be responsible for any other explanations or interpretations of the documents. PREPARATION OF PROPOSAL Proposals shall be submitted in duplicate on the bidder's letterhead in the exact form that accompanies this specification. The bidder shall indicate the section or sections of the specification being bid and the dollar amount stated in writing and figures. Each proposal , shall be securely sealed in an envelope bearing the following information: 1. Name and address of Bidder. 2. Name and location of the project. 3. Type of contract and specification section or sections. Proposals will be opened in private. WITHDRAWAL OF BIDS A bidder may withdraw his proposal at any time before the time set for the opening of the bids, and a bid may be withdrawn thirty (30) days after the scheduled closing time for the receipt of bids if the owner has not acted thereon. COMMISSION NO. 386 PAGE 5 INSTRUCTIONS TO BIDDERS l DEPOSIT A Deposit of $25.00 will be required for each set of drawings and specifictions issued. Such a deposit will be returned to the bidder upon return of the drawings and specifications in good and usable condition to the office of the Owner within fifteen (15) days after receipt of the bids. BID DATE Separate proposals for each section of the work to be bid will be received at the church offices of Church of the Open Door no later than __________ PAGE 6 COMMISSION NO. 386 PROPOSAL FORM PROPOSAL FORM CHURCH OF THE OPEN DOOR P.O. BOX 643 BECKWITH & TRAVELERS STREETS SOUTHOLD, NY 11971 DATE: Gentlemen: The undersigned proposes to furnish and install all material, labor, and equipment necessary and incidental to perform all work necessary for the portion of the job described below for the: The Church Building for the Church of the Open Door, located on Main Bay View Road, Southold, New York 11971, in accordance with the plans and specifications, Dated: May 29, 1987, Commission No. 386 and all subsequent addenda thereto, as prepared by Keillor Architects, 1642 Edgewood Avenue South, St. Louis Park, Minnesota for the consideration of the following amounts: Base Bid -------------------------------------- Dollars ($ ) Work Included: (Insert applicable cost breakdown for section or sections of the specifications being bid as per the Instruction to Bidders. ) We acknowledge the receipt of Addenda MM_____ The undersigned has carefully examined the drawings and specifications including the Instructions to Bidders, The Conditions of the Contract, and General Requirements, and furthermore, has carefully examined the site of the proposed work. If the above proposal is accepted, the undersigned hereby agrees to execute a lump sum contract with the Owner for the work involved. If this proposal is accepted within 30 days we will begin working in compliance with the schedule set up by the Owner for performance of the work bid. The Owner reserves the right to reject any or all bids, or waive any informalities in the bidding. X ------------------------------------ Legal Title of Contractor X 7----------------------------------- igned (Authorized Officer) COMMISSION NO.386 PAGE 7 DIVISION O CONDITIONS OF THE CONTRACT 0-1 GENERAL CONDITIONS Articles 1 through 14 of the General Conditions of the Contract for Construction, Standard Form of the American Institute of Architects document A-201, latest editions, are a part of each section of this specification as if bound herein. If desired, copies may be obtained from the owner or the architect for examination. It is the responsibility of the contractor to become familiar with these articles. 0-2 SPECIAL CONDITIONS The following items are special conditions that modify and take precedence over that article of the general conditions referred to in the heading of each item. ' 0-2. 1 CONTRACTOR, ARTICLE 4 1 DEFINITION - The term General Contractor shall refer herein to the owner as builder or owner/builder. The term Sub-Contractor or Contractor shall include and person or organization that has a direct contract with the Owner/Builder to perform any of the work set forth in these documents. 0-2.2 PERMITS AND REGULATIONS, ARTICLE 4 DEFINITION - The Contractor shall secure and pay for all permits required for the construction of this project. Permits required for any sub-contract work shall be secured and paid for by the applicable sub-contractor. The bidder is assumed to have made himself familiar with all federal , state, and local laws, ordinances, regulations and building code requirements applicable to work regulations and building code requirements applicable to work hereunder and no plea of misunderstanding will be considered on account of the ignorance thereof. The Contractor shall faithfully comply with the covenants of all such documents. 0-2.3 SALES TAX, ARTICLE 4 The state sales tax on all taxable items shall be paid by the contractor and included in this contract, unless provision is made by the owner to use his tax exempt status. i l COMMISSION NO.386 PAGE 8 DIVISION 0 CONDITIONS OF THE CONTRACT 0-2.3 SEPARATE CONTRACTS, ARTICLE 6 6.3 CUTTING AND PATCHING - The contractor(s) shall leave openings in the walls, floors ceilings, partitions, etc. , where shown an the drawings, or otherwise necessary to receive mechanical and electrical work, The electrical and mechanical contractors shall furnish full information as to locations and dimensions, including provisions and proper setting of sleeves and conduit in such time as to cause no delay to work of the General contractor. Should any cutting and patching be required on account of failure of other contractors to give the contractor(s) responsible proper information at the time required, such cutting and patching shall be done at the expense of the contractor at fault, by mechanics experienced in the particular trade involved. It shall be the responsibilty of the contractor to coordinate all trades in the proper and timely execution of their work and to notify them of the construction progress reasonably in advance of their work. 0-2.4 PAYMENTS AND COMPLETION, ARTICLE 9 9.2 PROGRESS PAYMENTS - On or about the first of each month, the Contractors shall make application to the owner for payment of the previous months work, based on an itemized breakdown of all moneys paid out or cost incurred by him on account of the work. 9.3.3 LEIN WAIVERS - At the Owner's request the contractor shall furnish lain waivers with each application for payment to the Owner in the full amount of all work furnished by the contractor, his subcontractors, materials suppliers, or other persons furnishing labor and/or materials to this project. 0-2.3 INSURANCE, ARTICLE 11 11. 1 CONTRACTOR'S LIABILITY INSURANCE - The contractor shall purchase insurance coverage which will be maintained during the life of the contract. The comprehensive general liability insurance shall provide all of the following coverages: Operations of the contractor Operations of the sub-contractors Products/completed operations Broad form contractual liability Broad form property damage [including completed operations] Personal injury liability [peril A,B,C. ] Employees as additional insureds Property damage hazards of explosions, collapse, underground. Worker's compensation coverage is to be provided as per state statutes and employer's liability. J COMMISSION NO.386 PAGE 9 DIVISION 0 CONDITIONS OF THE CONTRACT 11.2 OWNER' S LIABILITY INSURANCE - The owner shall purchase and maintain during the life of the contract owner's protective liability insurance. 11.3 PROPERTY INSURANCE - The owner shall purchase and maintain during the construction period Builder's Risk coverage for the full insurable value of the project. 11.4 HOLD HARMLESS AGREEMENT - The contractor shall effect and maintain public and protective liability and property damage and contingent liability insurance to cover the operations of subcontractors such that the architect will be protected from all claims for damage including bodily injury, disease, or death and care and loss of service. END OF SECTION COMMISSION NO.386 PAGE 10 DIVISION 1 GENERAL REQUIREMENTS 120 SAMPLES AND SHOP DRAWINGS Each contractor furnishing shop drawings shall submit four (4) blue line prints to the Owner/Builder. The field representative of the Owner/Builder shall correct the prints, fill in all field dimensions, approve, and send 3 prints to the architect for his correction and approval . 130 TEMPORARY FACILITIES The Owner/Builder will maintain a job office at the site, and will maintain a set of plans, specifications and shop drawings, in a neat and orderly manner. Telephone facilities shall be made available, however, long distance phone calls will be paid for by the contractor or person making the call . The Owner/Builder will provide sanitary facilities in accordance with state and local ordinances. Water will be provided only after service is complete. Each sub-contractor requiring water must make his own provision. Temporary power is provided under the electrical contract. END SECTION COMMISSION NO.386 PAGE 11 DIVISION 2 SITE WORK GENERAL REQUIREMENTS Instructions to Bidders; Division O, Conditions of the Contract; and Division 1, General Requirements, are part of this division of the specification as if bound herein. 220 EARTH WORK 220. 1 SITE CONDITIONS The contractor shall visit the site and examine and note all conditions as to the character and extent of the work involved. No extra compensation will be allowed for conditions visible by inspection or determinable by the construction documents. 220.2 PERMITS AND ORDINANCES Permits required for work under this section shall be paid by the owner. Contractor must comply with all applicable federal , state and local ordinances, including; city, county, and state highway department regulations. 220.3 LAYOUT A. Layout of all work under this section shall be made by qualified personnel experienced in land survey. B. Maintain all bench marks, control monuments and stakes, whether newly established by the surveyor or previously existing. Protect from damage or dislocation. C. If any discrepancies are found by the contractor between the drawings and actual conditions at the site, the architect reserves the right to make minor adjustments in the work specified as is necessary to accomplish the intent of the contract documents, without increased cost to the owner. 220.4 ADJACENT PROPERTY Restore any damage to adjacent properties, streets, and the like, caused by operations of this section, all to the original condition without additional cost to the owner. 220.3 STRIPPING AND STACKING Strip all vegatation, paving, top soil and unsuitable soil from the site. Stack all usuable topsoil for use in final grading operations. Haul all debris, vegetation and unusable material from the site and dispose of at the contractor's expense in a legal manner. COMMISSION NO.386 PAGE 12 DIVISION 2 SITE WORK 220.6 FILL AND COMPACTION Areas to be filled or backfilled shall be cleaned of all building ' material and debris. Fill shall be clean non-organic material from the site or clean granular material hauled to the site. Fill shall be placed in horizontal layers not exceeding 12" thick at optimum moisture content and thoroughly compacted with heavy vibratory equipment to a minimum of 957. of Standard Proctor Density (ASTM D-698) or equivalent. 220.7 EXCAVATION Excavate to elevations and dimensions indicated plus sufficent space to permit the erection of forms. All footings shall rest on original soils or equilvalent engineered fill . Footings have been designed for a maximum soil bearing capacity of 2000 PSF. It will be the responsibility of excavation contractor to verify the bearing capacity of the soils below footings. 220.8 BACKFILL Before backfilling, all foundations or retaining walls shall be adequately shored and braced. 220.9 FINISH GRADING The contractor shall do all grading required to provide the r finish grades indicated on the drawings, allowing for paving and base, sidewalks and sub-base, topsoil, as herein specified and indicated on the drawings. 220. 10 GRANULAR FILL BELOW SLABS All concrete slabs shall have a minimum of 4" of naturally or artifically graded mixture of natural or crushed gravel, or crushed stone, compacted and level ready for fine grading by the concrete contractor. 220. 11 TESTING The contractor shall engage a qualified soils laboratory and engineer to inspect and test any fill that is place below the footings to determine that the soil beneath the footings will be suitable for a minimum bearing pressure of 2,000 PSF. A minimum of one test for each two foot lift shall be made. Areas not attaining compaction specified shall be reworked at the contractor's expense. COMMISSION N0.386 PARE 13 DIVISION 2 SITE WORK When the work is complete the testing engineer shall submit in writing to the architect that suitable compaction has been attained and that the soil is suitable for a minimum bearing pressure of 2,000 psf. Cost of the test shall be paid for by the contractor including any retesting required due to failure of the contractor to reach the specified compaction. END SECTION 1 COMMISSION NO. 386 PAGE14 DIVISION 2 SITE WORK 261 BITUMINOUS PAVING 261. 1 SCOPE Provide complete bituminous paving and stabilized base where indicated on the drawing. 261.2 PAVING Lay a stabilized base course of 5" minimum thickness consisting of Class 85 materials compacted throughly with 7-10 ton rollers. Over the base course, machine apply a wearing surface of asphalt institute spec. A-2B hot mix bituminous material, 2" thick. 261.3 STRIPING After curing, apply paint stripes for parking areas, 6" wide where indicated on the drawing. Paint shall be material specifically recommended for this purpose by the manufacturer. END SECTION J COMMISSION NO. 386 PAGE 15 DIVISION 3 CONCRETE GENERAL REQUIREMENTS Instructions to Bidders; Division O, Conditions of the Contract; and Division 1, General Requirements, are part of this division of the specification as if bound herein. 310 CONCRETE FORMWORK 310.2 FORMWORK Furnish and install all formwork, shoring, form ties, and related items necessary and incidental to placing of all cast-in-place concrete work as indicated on drawings and as specified herein. 310.2 FORMS A. Forms shall accurately conform to the shapes, lines and dimensions of the members indicated on the drawings, and of such strength and construction, resting on adequate foundations to prevent any spread, shifting, or settling when concrete is deposited, and tight enough to avoid any leakage or washing out of cement mortar. Deflection shall be limited to 1/8" between supports. B. Concrete may be formed with wood, steel or fiberglass forms with particular care taken where concrete is exposed to view. forms shall be thoroughly wet down before pouring. Form oil may be used. r C. All forms shall be at a minimum temperature of 40 degrees at the time of placing concrete. If concrete is to be placed in freezing weather, recommendations for placement of concrete set forth in the P.C.A. manual shall be explicity followed. 310.3 PROVISIONS FOR WORK BY OTHERS This contractor shall give timely notice to all other contractors having work contained within the forms, to allow reasonable time for placing of all sleeves, inserts, piping, conduit, etc. Concrete shall not be placed until all said work is set and securely anchored in place. END SECTION I 1 I COMMISSION NO. 386 PAGE 16 DIVISION 3 CONCRETE 320 CONCRETE REINFORCEMENT 320. 1 WORK INCLUDED Furnish and install all reinforcing steel, mesh reinforcing, chairs, stirrups, wire and related items as indicated on the drawings and specified herein. 320.2 REFERENCE STANDARDS A. American Concrete Institute "Manual Of Standard Practice" latest addition. B. Concrete reinforcing steel institute "Manual Of Standard Practice" 320.3 MATERIALS A. Reinforcing bars shall be new billet intermediate grade deformed bars conforming to ASTM A615-60 having a minimum yield point of 60,000 P.S. I. , and bent as required by the drawings. B. Reinforcing ties shall conform to ASTM A615-40 having a minimum yield point of 409000 P.S. I. C. Welded steel wire fabric shall conform to ASTM A185. Provide 6x6-10/10 in all slabs on grade and structural topping except as noted. D. Tie wire shall be No. 16 American Wire Gauge or heavier, black annealed. E. All steel for reinforcement shall be new, unrusted stock, free from mill scale and delivered without rust other than what may have occured in prompt transportation to the job site. 320.4 Storage Store reinforcements up on timbers out of mud or dirt. Avoid excessive rusting or coating with grease, oil dirt, or other materials that may reduce bond to concrete. r t COMMISSION NO. 386 PAGE 17 DIVISION 3 CONCRETE 320.3 PLACING REINFORCING A. Reinforcement shall be accurately placed in accordance with shop drawings and securely tied at intersections with 16-gauge black annealed wire, and shall be maintained in proper position for pouring. B. Bars shall be lapped 30 diameters at splices unless otherwise indicated. Splices in adjoining horizonal bars shall be staggered 6 feet, wherever possible. Horizontal bars shall be hooked around corners not less than 24 diameters, with a minimun of 12 inches. C. Concrete protection of reinforcing shall be not less than the following: 1. 3 inches exterior face of concrete. 2. 1 inch interior face of concret. 3. 1 inch top and bottom for structural slabs. 4. Center of slab for slab on grade. D. Wire mesh shall be lapped a minimum of 6", and shall be tied 1 securely. Mesh in slabs on grade shall be pulled to center of slab. END SECTION l 1 1 1 r COMMISSION NO. 386 PAGE 18 DIVISION 3 CONCRETE 330 CAST-IN-PLACE CONCRETE 330. 1 MATERIALS PORTLAND CEMENT - type 1 - conforming to standard specifications for Portland cement - ASTM design C-150 AGGREGATE - conforming to standard specifications for concrete aggregate ASTM design C-33. Maximum size of aggragate for footings shall be 1 1/2" and for all other work 3/4". BITUMINOUS EXPANSION JOINT MATERIAL - shall be resilient, non-extruding, fibre uniformly impregnated with asphalt to meet ASTM D-1751-73. FLOOR SEALER-shall be Brock-White Crete Seal, Sonneborn-Contech Kure-n-Seal , or Horn Clear Seal . Apply to slabs not recieving other adhered finishes. 330.2 MIX Ready mix concrete or job mixed concrete may be used. If job mix is used, all material shall be weighed. CONCRETE - shall be of the strength (PSI listed below at 28 days minimum 5 1/2 sacks cement per yard) allowable slump 3 1/211. No retempered concrete shall be used. FOOTINGS, AND SLABS - 3,000 PSI, standard weight EXTERIOR SLABS ON GRADE - air entrained, 4,000 PSI, standard wt. INTERIOR STAIRS - 4,000 PSI, standard weight. 330.3 PLACING The architect shall be advised when forms will be complete so that he may arrange to see them before concrete is placed. Concrete shall be continuously delivered from the mixer to the place of final deposit so as to prevent dropping of separation of the materials, The concrete shall be delivered to its final location for deposit at such a rate that at all times the concrete is plastic and flows into forms and around the reinforcing. No concrete that has hardened or been contaminated by foreign material shall be deposited in the work, When work is started it shall be carried as a continous operation until the panel or section is completed. All concrete shall be thoroughly compacted by suitable means during the operation of placing, and shall be thoroughly worked around reinforcement and embedded items and into the corners of the forms. COMMISSION NO. 386 PAGE 19 DIVISION 3 CONCRETE 330.4 WEATHER PROTECTION A. COLD WEATHER - when the main daily air temperature is 40 degrees F. or below, provide suitable protection for concrete work to maintain a minimum concrete temperature of 50 degrees F. for 5 days. After the protective period do not allow concrete to coal more than 20 degrees each day. B. HOT WEATHER - employ suitable means to prevent too rapid drying. Shade fresh concrete as soon as possible without marring surface. C. WET WEATHER - unless adequate protection is provided do not place concrete in rain, sleet, or snow. 330.5 CONCRETE FINISHES A. FLOATED FINISH - provide at slabs to receive quarry tile or ceramic tile. Do not seal . B. TROWELED FINISH - provide at slabs receiving carpet or left exposed. Seal with two coats of sealer. C. BROOM FINISH - provide on all exterior finish slabs with a light broom finish. Seal with two coats of sealer. END SECTION r r r COMMISSION NO.386 PAGE 20 DIVISION 4 MASONRY 400 GENERAL REQUIREMENTS Instruction to Bidders, Division 09 Conditions of the Contract, and Division 19 General Requirements are a part of this division of the specification as if bound herein. 401 CODE REQUIREMENTS All work under this division shall be in strict accordance with the applicable building codes. 410 MORTAR 410. 1 MORTAR MATERIALS All mortar materials shall conform to the latest standard specifications for ASTM as follows: A. Portland cement C-150 B. Masonry cement C-91 type 1 C. Quicklime C-5 D. Hydrated lime C-27 Type S E. Aggregates C-144 F. Water - shall be clean and free from deleterious amounts of acids, alkalis, or organic materials. 410.2 MORTAR TYPES FACE BRICK- Mortar for all face brick shall be type "N" mortar. Mortar shall consist of 1 part portland cement, 1 part maxium lime putty and not less than 2 1/4 parts nor more than 3 parts sand by volume. Mortar for face brick units shall be uniform in color throughout, light gray in color. Portland cement used for mortar shall be the same brand material throughout the entire project. 410.3 MIXING A. Mix mortar in mechianical type batch mixer for not less than 3 minutes after all materials including water have been added. B. Mix in quantities required for immediate use and place before bad loss of slump occurs. r COMMISSION NO.386 PAGE 21 DIVISION 4 MASONRY 420 UNIT MASONRY 420. 1 SCOPE OF WORK The work included under this section includes the furnishing of • all labor, materials, tools, equipment, and services necessary for the complete installation of all masonry work shown on the drawings and specified hereinafter. 420.2 MATERIALS A. Thru-wall flashings - fabric wall flashings shall be a flexible PVC vinyl flashing embossed for better key. Adhesive for fabric wall flashing shall be manufacturer's recommended product. Vinyl shall not be left exposed to sunlight for extended periods. B. Weep holes - ropes of braided nylon or 1/4" clear plastic tubes. C. Brick veneer masonry ties - shall be minimum 9 gauge galvanized wire ties, (corrugated veneer ties shall not be used) spaced at 24" maximum vertically and horizontally and shall be anchored with screws through the sheathing to a metal stud only. Do not anchor to sheathing only. Dur-O-Wall adjustable "z" type or equal . D. Face brick - modular unit as selected by the owner from samples provided by the brick supplier. Conform to Grade SW in ASTM C 62, C216, or C652. 420.3 PROVISION FOR OTHER WORK Coordinate the work of this section with all trades whose work relates to the installation of masonry. All necessary openings, chases, recesses, etc. , shall be provided to take the work of the mechanical , electrical and equipment contractors. All sleeves, hangers, supports or other forms shall be located, furnished and placed by the mechanical , electrical , and equipment contractors and shall be built into the masonry work by the masons. All anchors, ties, plates, joists, beams, lintels, flashing, inserts, and etc. , which come in contact with masonry shall be built in with the masonry work. No cutting and drilling of masonry that affects the structural strength shall be done without permission of the engineer and architect. r i COMMISSION NO.3S6 PAGE 22 DIVISION 4 MASONRY 420.4 MASONRY WORKMANSHIP All masonry work shall be accurately laid out to eliminate cutting, to be plumb and true to line with level and accuretely spaced courses, and with corners plumb and true, with each course breaking joints with the course below, and keyed, secured and banded together. Watertight construction shall be provided in all exterior masonry. All plates, beams, anchors, etc, . shall be set up in full bed of mortar. 420.5 PROTECTION Protect all facing material against staining, and keep top of walls covered with non-staining waterproof coverings when work is not in progress. When work is resumed, clean off all loose mortar from top surface. No masonry work shall be laid when the temperatures of the outside air is below 40 degrees F. , unless suitable means of protection are provided to heat the masonry materials and protect the completed work from freezing. When the outside air is below 40 degrees F. , masonry materials shall be heated to a least 40 degrees F. , and air temperature above 40 degrees F. , shall be maintained on both sides of masonry for at least 4B hours. Sills and jambs shall be protected against damage during the construction period. 420.6 LAYING MASONRY UNITS A. No steel shall be enclosed until all painting and waterproofing has been done as is called for under other sections. B. Face brick shall be laid in straight uniform courses in running bond except at rowlock courses as indicated on the drawings, Brick shall be carefully laid out to eliminate cutting, Units shall be set with full mortar joints and bed. Joints shall be tooled concave. C. At the completion of the work, point all holes and defective mortar joints. 420.7 CLEANING A. Brick - All brick work shall be cleaned with "Sure Klean 600" or equal masonry cleaner and carefully rinsed. Protect all metal with water proof coverings prior to cleaning. END SECTION COMMISSION NO.386 23 DIVISION 3 METALS GENERAL REQUIREMENTS Instructions to Bidders; Division O, Conditions of the Contract; and Division 1, General Requirements, are part of this division of the specification as if bound herein. 510 STRUCTURAL METAL 310. 1 SCOPE OF WORK The work required under this section consists of all sturctural steel , steel fabrication, erection, painting and related items necessary to complete the work indicated on drawings and described in these specifications. In general , this shall include but is not limited to, structural shapes of beams, columns, channels and roof angles, loose lintels, shelf angles, anchor bolts, bearing plates, roof and floor opening framing and other items of structural steel work, including bolts, anchors, inserts and fastenings. 310.2 SHOP DRAWINGS Shop drawings in accordance with Section #120. Shop drawings shall include all information necessary for the fabrication of the component parts of the structure. They shall indicate size and weight of members, type and location of shop and field connections, the type, size and extent of all welds, and the welding sequence when required. The welding symbols used on the shop drawings shall be as adopted by the American Welding Society. 510.3 TESTS AND INSPECTION Structural steel shall be subject to inspection and tests in the mill , shop, and field by the engineer or by qualified representatives retained by the owner. Mill reports on all materials shall be available for review. Inspection shall not relieve the contractor from full responsibility for the accuracy ' and character of the work in all details. All welds in accordance with AWS specifications, and high-strength bolt commections, in accordance with AISC specifications, shall be subject to inspection and testing by an independent testing agency approved by the engineer and paid for by the owner. 511 STEEL MATERIALS 511. 1 STRUCTURAL STEEL Structural steel for all work, except at otherwise indicated and shown on the drawings, shall conform to ASTM A-36. COMMISSION NO.386 24 DIVISION 5 METALS 511.2 BOLTED CONNECTIONS Bolted connections shall use A-325 bolts unless otherwise specified on the drawings. 511.3 WELDING All welding shall be made with AWS A5. 1 or A5.5 class series electrodes or by submerged arc welding grade E70XX AWS A5. 17 F7XEXXX. 512 DESIGN AND FABRICATION OF STEEL 512. 1 DESIGN AND FABRICATION Unless otherwise indicated or specified, the fabrication of structural steel shall be in accordance with the AISC Specification for the Design, Fabrication and Erection of Structural Steel for Buildings, latest edition, and the State �. Building Code. 512.2 CONNECTIONS Unless otherwise indicated on the drawings or herein specified, use bolted or welded standard framing connections equal to those in the AISC manual of steel construction, latest edition and the State Building Code. ' 512.3 SUBSTITUTIONS Substitutes must be approved by the engineer and architect in writing and shall be equal or greater sections than those AISC sections shown on the drawings. 512.4 DELIVERY AND HANDLING Deliver all structural steel to the job and handle and store in such a manner as shall not damage or distort material , All mishandled material will be replaced. 513 ERECTION OF STEEL 513. 1 REQUIREMENTS Unless otherwise indicated or specified, the erection of structural steel shall be in accordance with the AISC , Specification for the Design, Fabrication and Erection of Structural Steel for Building, and Code of Standard Practice for Steel Buildings and Bridges, latest editions. 513.2 FIELD CONNECTIONS Field connections shall be as indicated in drawings, No field fabrication or revision by flame cutting will be allowed without COMMISSION NO.386 25 DIVISION 5 METALS prior approval of the engineer and architect. 513.3 WELDED JOINTS For welded joints, the details of all joints, the techniques of welding employed, the appearance and quality of welds made and the methods used in correcting defective work shall be in accordance with requirements of the AISC Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings and ASW Code for Welding in Building Construction. In addition, welding operators must have been previosly qualified by tests, as prescribed in the standard qualifications procedure of the AWS to perform the work required. 1 514 PAINTING OF STEEL 514. 1 SHOP PAINTING Before leaving the shop, thoroughly clean steel of all loose mill scale, rust, spatter, slag or flux deposit, oil , dirt and other foreign matter. Apply one shop coat of rust inhibitive primer to all steel surfaces except machined surfaces, surfaces adjacent to field welds, contact surfaces of joints using A 325 bolts in friction type connections and top of top flanges of composite designed beams that are to receive shear connectors, Parts inaccessible after assembly or erection shall be given two shop coats of paint of different colors. 1 514.2 FIELD PAINTING After erection, steel erector shall touch-up field connections and abraded surfaces with same type of paint as used for primer and finish coat. Damaged paint finish shall be treated the same as unpainted metal . END SECTION r r� COMMISSION NO.386 PAGE 26 DIVISION 6 WOOD AND PLASTICS 600 GENERAL REQUIREMENTS Instructions to Bidders, Division 09 Conditions of the Contract and Division 1, General Requirements, are a part of this division of the specifications as if bound herein. 610 ROUGH CARPENTRY 610. 1 SCOPE OF WORK Furnish and install all rough carpentry and related items. Items shall include but not be confined to: Framing of platform Eave and fascia framing Roof decking Wall sheathing Window and door framing Bracing for items attached to wall . Miscellaneous blocking and framing. Provide all labor, materials, equipment, services and perform all operations required for complete installation of all rough carpentry and related work shown on the drawings or specified herein. Furring, grounds and bucks: Provide wood furring, grounds, sleepers, nailers, etc, . where required for general construction including backup at wall or ceiling mounted fixtures, cabinets, grab bars, doors, windows, soffits and etc. Rough hardware: Provide and install all rough hardware, nails, screws, spikes, bolts, anchors, etc. , to rigidly secure all members in place. Miscellanous: Provide all miscellanous wood members not specified elsewhere including all bracing, blocking, framing, etc, . and to secure items specified in the following sections Section 811 Hollow Metal Doors & Frames. Section 833 Rolling Counter Door. Section 861 Window Units Section 1018 Toilet Partitions Section 1025 Fire Extinguishers Section 1080 Toilet Accessories Section 1545 Plumbing Fixtures , Section 1650 Lighting Fixtures 610.2 MATERIALS LIGHT FRAMING - Non-Load Bearing - Minimum Grade Shall be Standard Grade, kiln dried, as graded under WWPA grading rules. COMMISSION NO.386 PAGE 27 DIVISION 6 WOOD AND PLASTICS STUDS (2" to 4" thick, 6" wide) Load Hearing - Minimum grade shall be No. 2 grade kiln dried Hem fir as graded under WWPA grading rules. PRESERVATIVE TREATMENT - Shop treat all buck, cants, or equipment curbs that come in contact with masonry or weather with Wolman Salts as manufactured by the Koppers Company or equal . Contractor may have the option of using construction grade redwood in lieu of treated lumber. PLYWOOD SHEATHING AND ROOF DECK - APA C-D interior grade with exterior glue. Rated for 2' D.C. framing spacing. FELT - shall be 15k asphalt saturated felt, installed over all sheathing prior to installation of wood siding or face brick. 610.3 WORKMANSHIP All work shall be done by first-class mechanics experienced in their trade. Work shall be true to line and plumb and all work shall be accurately cut and fit and securely fastened in the best possible practice of the trade. END OF SECTION i t M 1 COMMISSION NO.386 PAGE 28 DIVISION 6 WOOD AND PLASTICS 620 FINISH CARPENTRY 620. 1 WORK INCLUDED Furnish and install items included in this section including: exterior siding and trim, wood trim, wood paneling, handrails, paneling, cabinet work, shelving, doors, and any miscellaneous millwork items. Also included in this section is installation of the following items supplied elsewhere in the specification: Section 811 Hollow Metal Frames. Section 833 Rolling Counter Door. Section 871 Finish Hardware Section 1018 Toilet Partitions Section 1025 Fire Extinguishers Section 1080 Toilet Accessories 620.2 MATERIALS GRADES - To conform to specifications of the national woodwork manufacturing association producing materials specified. SEASONING - Live, sound commercial kiln-dried to moisture content recommended by Forest Products Laboratory, Madison, Wisconsin. MATERIAL - Free from warp or twist. HARDWOOD TRIM - Shall be plain sliced red oak, select quality, size as indicated on the drawings, suitable for natural finish. HARDWOOD DOOR FRAMES - Shall be plain sliced red oak, select quality, size as indicated on the drawings, suitable for natural finish. INTERIOR DOORS - Doors shall be Paine, Eggers, Weyerhaeuser, or equal , solid core door with select plain sliced red oak veneer, select quality with size and U.L. Label required as shown in the Door Schedule. Provide safety glazing where indicated on drawings. EXTERIOR WOOD TRIM - Kiln dried clear A and better grade western red cedar smooth finish. Fasten with High Tensile Strength Aluminum Nails. EXTERIOR WOOD SIDING - Kiln dried Incense Cedar, thick butt 1 X 6 rabbeted bevel siding, saw textured face, Newport grade. WWPA 3 & better common. Fasten with blunt pointed, threaded shank, high tensile nails. Nails shall be placed in thick part of the siding high enough on the board to miss the overlap portion below. Refer to standards of the Western Woods Products Association. COMMISSION NO.386 PAGE 29 DIVISION 6 WOOD AND PLASTICS VENTED SOFFIT - .040 Aluminum with baked on enamel finish vented panels with matching trim. 620.3 CABINET WORK Counter tops and shelving shall be furnished under this section. The counter tops shall be plastic laminate finish, glued to 3/4" marine grade plywood or particle board with water proof glue. Vanity counter tops shall have a balancing sheet on the underside to prevent warpage. All glueing shall be done under pressure to insure perfect bond. Plastic Laminate - shall be Parkwood, Texclite, Formica, Dura or approved equal . Color and pattern as selected by owner. 620.4 INSTALLATION AND WORKMANSHIP Millwork items shall not be brought on the job until the building 1 is thoroughly dry, enclosed and heated. All finished carpentry shall be done by first-class mechanics experienced in their trade. Work shall be true to line and plumb. All work shall be accrately set and nail holes drilled where required to prevent splitting. Finishing nails shall be used on all exposed work and nail holes shall be countersunk, ready for finishing under section 990 painting. All work shall be free from hammer marks, splits, or other 1 defects. Any defects shall be cause for rejection and will be replaced by the contractor at his cost. END OF SECTION COMMISSION NO.386 30 DIVISION 7 THERMAL & MOISTURE PROTECTION GENERAL REQUIREMENTS Instructions to Bidders; Division O, Conditions of the Contract; and Division 1, General Requirements, are part of this division of the specification as if bound herein. 716 BITUMINOUS DAMPPROOFING 716. 1 SCOPE Provide dampproofing on all exterior walls below grade. The dampproofing shall start at the finish grade and run down on to the top and onto 4" of the footing. 716.2 MATERIALS HYDROCIDE COATING - Sonneborn's "Hydrocide" Mastic or equal . 716.3 APPLICATION Apply with trowel at a rate of 100 square feet per gallon in the consistancy furnished to a thickness of 1/8". Apply in strict accordance with the manufacturer's printed instructions. ' END SECTION COMMISSION NO.386 PAGE 31 DIVISION 7 THERMAL is MOISTURE PROTECTION 700 GENERAL REQUIREMENTS LInstructions to Bidders, Division O, Conditions of the Contract, and Division 1, General Requirements, are a part of this division of the specifications as if bound herein. 720 BUILDING INSULATION 720. 1 SCOPE OF WORK Furnish and install all building insulation to provide a complete thermal envelope as detailed on the drawings. This section shall include vapor barrier. 720.2 MATERIALS BATT INSULATION - Shall be Manville, Owens/Corning, or equal batt insulation, full thickness of stud space or as 1 indicated on the drawings and meeting the minimum "R" values specified. RIGID INSULATION - Shall be Styrofoam S.M. , Foamular polystyrene insulation or equal of size and thickness indicated on drawings but with "R" values no less than herein specified. VAPOR BARRIER - 4 MIL polyethylene sheeting on warm side of insulation. INSULATING SHEATHING - Shall be Thermax insulation board as shown on the drawings with plan factory finish as manufactured by the Celotex Corp. R-VALUES WALL BATT INSULATION ------- R-value of 30 WALL BATT AT BRICK VENEER R-value of 19 WALL SHEATHING - - R-value of 8 ATV at 40 Deg. CEILING BATT INSULATION ----- R-value of 60 PERIMETER RIGID INSULATION -- R value of 10 ATV at 40 Deg. 720.3 INSTALLATION General - comply with the manufacturer's written instructions for the particular conditions of installation. If printed instructions are not available install using the best methods ' known to the trade or consult the manufacturer's technical representative. Extend insulation the full thickness as shown over entire area to be insulated. Cut and fit around obstructions and fill voids with insulation. COMMISSION N0.386 PAGE 32 DIVISION 7 THERMAL Q MOISTURE PROTECTION 720.4 CLEAN-UP Clean up is the responsibility of the insulation contractor. Area shall be swept clean and all debris removed and disposed of in a legal manner. END OF SECTION i 1 COMMISSION NO. 386 PAGE 33 DIVISION 7 THERMAL & MOISTURE PROTECTION GENERAL REQUIREMENTS Instructions to Bidders; Division 00 Conditions of the Contract; and Division 1, General Requirements, are part of this division of the specification as if bound herein. 730 SHINGLES 730. 1 SCOPE OF WORK Furnish and install a complete watertight roof over the building including all base flashing, felt underlayment and asphalt shingles. 730.2 MATERIALS FELT UNDERLAYMENT - 15M asphalt saturated felt. SHINGLES - shall be Johns-Manville, "Fire-King III", Owens Corning "Supreme Plus" or equal , glass fiber, self-sealing, Class "A asphalt shingle. Color, will be selected by the architect. ROOFING NAILS - Galvinized roof nails or staples as recommended by the shingle manufacturer. METAL FLASHING - Provide metal Style "D" roof edge strip. Valley flashing shall be 24 SA prefinished galvanized sheet metal . ROOF VENT - Shall be Ridge Univent with weather filter, with all end plugs, connector plugs and straps necessary for a complete installation. Manufacturer: Air Vent Inc. , 4801 North Prospect Road, Peoria Heights, IL 61614 Tel . 800-247-8368. 730.3 INSTALLATION UNDERLAYMENT - Over plywood deck, nail down one layer of 15N felt horizontally in accordance with the shingle manufacturer's recommendations. Use Salvinized roofing nails or staples recommended by the manufacturer. Lap felt to provide watertight protection over deck in accordance with the shingle manufacturer's 1 recommendations. Double layer as required in accordance with the Building Code requirements. COMMISSION NO. 386 PAGE 34 DIVISION 7 THERMAL & MOISTURE PROTECTION SHINGLES - Over underlayment, nail down shingles using approved Galvanized roofing nails or staples. Installation shall be in strict accordance with the shingle manufacturer's instructions starting at the lowest edge of the roof with a starter strip. All shingles placed over flashings shall be set in roofing cement. CAULKING AND SEALANTS - Caulk all expansion joints and other joints in flashings, counter flashings, facial, copings and scuppers, that may require caulking to make the installation water tight. 730.4 CLEAN UP When work is complete, submit at least three bundles of remaining shingles to the owner for future roof repair. Remove all boxes, debris, pieces of shingles and leave premisies in a neat orderly condition. END SECTION r COMMISSION NO. 386 PAGE 35 DIVISION 7 THERMAL & MOISTURE PROTECTION GENERAL REQUIREMENTS Instructions to Bidders; Division O, Conditions of the Contract; and Division 1, General Requirements, are part of this division of the specification as if bound herein. 790 CAULKING AND SEALANTS 790. 1 SCOPE OF WORK Provide caulking and sealant to provide a complete weathertight installation. Refer to the following related sections: Section 620 - Finish Carpentry Section 811 - Hollow Metal 1 Section 861 - Window units 790. 1 WORK INCLUDED 1 Caulk all expansion joints, control joints, opening at windows, doors and mechanical equipment and where indicated on the drawings, to make the project watertight. 790.2 MATERIALS 1 CAULKING A. Interior Joints - Acceptable Material : 1. Tremco - Acrylic Latex Caulk 2. Sonneborn - Sonolac B. Exterior Joints - Acceptable Material : 1. Tremco - Mono 2. Sonneborn - Sonolastic NPI BACKER - Shall be ethafoam or approved equal backer rod. 790.3 INSTALLATION Sealant and backer rod shall be installed as is necessary in strict accordance with the manufacturers most recent instructions. All joints shall be smooth and uniform with no sags or runs. Caulking shall be placed in strict accordance with the manufacturers instructions at the recommended temperatures. Color shall be selected by the architect from the manufacturers standard colors. END OF SECTION COMMISSION NO. 386 PAGE 36 DIVISION 8 DOORS, WINDOWS, & GLASS GENERAL REQUIREMENTS Instructions to Bidders; Division O, Conditions of the Contract; and Division 1, General Requirements, are part of this division of the specification as if bound herein. 811 HOLLOW METAL FRAMES AND DOORS 811. 1 SCOPE OF THE WORK Furnish all hollow metal doors and frames as indicated on the door schedule and elsewhere on the drawings. Installation is specified under Section 620 for frames and doors. Related work specified elsewhere: , Section 620 - Finish Carpentry (Wood Doors) Section 790 - Caulking and Sealants Section 925 - Drywall Section 871 - Finish Hardware Section 990 - Painting 811.2 SHOP DRAWINGS , Submit in accordance with Section #120 811.3 MANUFACTURERS Doors and frames shall be Republic Steel , Coco, Curries, Castlegate, Steelcraft or equal . 811.4 MATERIALS All steel shall be cold rolled, pickled and annealed, free from all defects. 811.5 FRAMES INTERIOR FRAMES - Interior frames shall be stock size K-D frames at all doors. K-D frames shall be formed with additional return leg for installation into completed drywall partitions; mortise, reinforced, drilled and tapped for standard weight, full mortise template hinges and template strike. All interior frames shall be 18 Ga. All frames shall be complete with jamb anchors as required by the particular installation. Frames shall bear a U.L. label as required by the door schedule. COMMISSION NO. 386 PAGE 37 DIVISION 8 DOORS, WINDOWS, & GLASS EXTERIOR FRAMES - Exterior frames shall be 14 GA steel frames of size indicated on the drawings. Frames shall be mortised, reinforced, drilled and tapped for all hardware. All frames shall be complete with jamb anchors as required by the particular installation. FINISH - Finish an all frames shall be bonderized and baked-on rust inhibitive primer. 811.6 HOLLOW METAL DOORS 1 Doors shall be full flush or style & rail design, with solid core construction, 1-3/4" thick, completely filled with 2 to 2.5 pcf density foamed poly ureathane insulation, enclosed by thermal-break steel stiles break, mortised drilled and tapped for hardware. Skins shall be of nominal 20 ga. with flanged return on top and bottom edges and thermal-break lock seam on the stiles. Glazing shall be as indicated on drawings. END OF SECTION COMMISSION NO. 386 38 DIVISION 8 DOORS, WINDOWS, & GLASS GENERAL REQUIREMENTS Instructions to Bidders; Division 09 Conditions of the Contract; and Division 1, General Requirements, are part of this division of the specification as if bound herein. 833 ROLLING COUNTER DOOR 833. 1 SCOPE ' Furnish rolling counter door and frame as indicated on the drawings and specified hereinafter. Installation shall be under Division 6. 833.2 MANUFACTURER Rolling counter door shall be as manufactured by The Cookson 1 Company, 800 Tulip Drive, Gastonia, NC 28052 Tel . (704)866-9146. ; North American Rolling Door Inc. P.O. Box 500, U.S. 30 West, Dalton, OH 44618 (216)828-2247; J.G. Wilson Corp. P.O. Box 599, Norfolk, VA 23501, (804)545-7341. 833.3 MATERIALS WOOD SHUTTER - Shall be made of rabbetted oak slats with bottom bar of same material and metal guides. HOOD - Furnish standard shutter enclosre coiling box. LOCKING DEVICE - Bottom bar shall have latching device to secure door in closed position. OPERATION - Operation shall be manual . HARDWARE - Doors shall be supplied complete with screws, latches, tracks and installation hardware for a complete installation. 833.4 FINISH Units shall be ready for stain and varnish finish. END OF SECTION , COMMISSION NO. 386 PAGE 39 DIVISION 8 DOORS, WINDOWS,& GLASS GENERAL REQUIREMENTS Instructions to Bidders; Division O, Conditions of the Contract; and Division 1, General Requirements, are part of this division of the specification as if bound herein. 861 WOOD WINDOW UNITS 861. 1 SCOPE Furnish all clad wood window units and panels indicated on the 1 drawings. Installation shall be under Section 620. 861.2 SHOP DRAWINGS Submit in accordance with Section *120 861.3 WINDOW UNITS All windows shown on the drawings shall be Anderson "Perma-Shield, window units in the size and configuration as indicated on the drawings. All units shall be double glazed complete with all hardware, screens and trim as detailed and as neccessary for a complete installation. 861.4 GLAZING All windows shall be standard double glazing except the windows on I each side of door *1. These units shall be glazed with tempered thermal pane glass. Provide cost for Anderson High-Perfomance insulating glass as an option to the owner. 861.3 ASSEMBLY Individual units shall be furnished factory assembled with sash installed in the frame and factory glazed. Color shall be as selected from standard colors. END OF SECTION COMMISSION NO. 386 PAGE 40 DIVISION 8 DOORS, WINDOWS, AND GLASS GENERAL REQUIREMENTS Instructions to Bidders; Division O, Conditions of the Contract; and Division 1, General Requirements, are part of this division of the specification as if bound herein. 871 FINISH HARDWARE 871. 1 SCOPE Furnish all hardware complete as described in the specification , and as required for a complete installation of all doors. Installation is specified under section 620. 871.2 SHOP DRAWINGS Submit shop drawings in compliance with section #120. 871.3 MATERIALS FINISHES - All hardware shall be finished with -US-10B or as called out in the schedule. BUTTS - Provide Stanley 4 1/2 X 4 1/2 butt hinges for the following application : A. Spring loaded hinges at rated doors not receiving a closer. B. Ball bearing hinges where closers are furnished. C. Standard hinges at other doors. D. Exterior. door hinges shall be rust proof finish or stainless steel , ball bearing. LOCKSETS AND LATCHSETS - All interior latch and lock sets shall be Schlage - Light Commercial Series "A" locks Orbit design. STOPS - Provide wall or floor mounted stops at all doors. PULLS - Trimco 1195 - 2 EXIT DEVICE - Adams Rite Series 8700 No. 8701-36 or No. 8701-44. TRESHOLDS - Shall be 4" aluminum thresholds as shown on drawings. REMOVEABLE MULLION - Shall be steel compatible with the exit device at double exit door. , COMMISSION NO. 386 PAGE 41 DIVISION S DOORS, WINDOWS, AND GLASS 870.4 HARDWARE GROUPS (refer to door schedule sheet NA-2 and MA-3 of the plans. ) GROUP N1 1 1/2 pair - butts (spring loaded) 1 - lockset (Classroom) 1 - stop GROUP *2 (each leaf at double doors) 1 1/2 pair - butts 1 - pull 1 1 - panic device 1 - closer 1 - stop 1 - threshold (at exterior door) 1 - cylinder 1 - removeable mull (at double doors) GROUP N3 1 1/2 pair - butts 1 - lockset 1 - stop GROUP k4 1 1/2 pair - butts 1 - lockset 1 - closer 1 - aluminum threshold GROUP Its 1 1/2 pair - butts (spring loaded) 1 - lockset 1 - stop GROUP N6 1-1/2 pair - butts 1 - lockset (Utility Room) 1 - closer 1 - stop GROUP *7 (each leaf at double doors) 1-1/2 pair - butts 1 - pull 1 - push plate 1 - closer ' GROUP 88 (DUTCH DOOR) 2 pair - butts (ane pair each leaf) 1 - lockset (classroom) 1 - dutch door bolt 1 - holder (top leaf) 1 - stop (bottom leaf) COMMISSION NO. 386 PAGE 42 DIVISION 8 DOORS9 WINDOWS, AND GLASS GROUP #9 ' 1-1/2 pair - butts (each leaf) 1 - lockset 2 - flush bolts (top and bottom inactive leaf) GROUP M10 1-1/2 pair - butts 1 - lockset (privacy) 1 - stop 871.3 APPLICATION , A. Install hardware in accordance with manufacturers printed instruction at the mounting height standard for that particular application. B. Holes and mortises in wood doors for locksets and other hardware shall be cut with a jig approved or provided by the manufacturer of the item being supplied. C. Turn over all keys with the proper labels to the owner. D. All wrenches and adjusting tools as provided with the hardware shall be turned over to the owner. END OF SECTION COMMISSION NO.386 PAGE 43 DIVISION 9 FINISHES GENERAL REQUIREMENTS Instructions to Bidders; Division O, Conditions of the Contract; and Division 1, General Requirements, are part of this division of the specification as if bound herein. 923 GYPSUM DRYWALL 923. 1 SCOPE OF WORK Furnish all materials and labor required to install and finish I gypsum board ready for painting or other finishes. This section includes the gypsum board, gypsum sheathing, metal trim, metal studs, tape cement, and all items necessary or incidental to a complete installation. Installation of hollow metal frames specified in Section 811 shall be installed under Section 620. Textured ceiling is specified in Section 990. 923. 1 GENERAL A. Examine base material and report to the contractor and architect in writing any defects which should be corrected before installing dry wall . Do not install gypsum drywall material until the work of other sections is in compliance with applicable portions of ASA M A97. 1. Beginning work in any area shall indicate an acceptance of base material for that area and the responsibility for the results. I B. Cooperate and coordinate with mechanical and electrical contractor to obtain correct placement of outlet and switch boxes, conduit, plumbing fixtures, ducts, grilles, access panels, and to insure minumum penetration thru fire and sound rated assemblies. Do not install gypsum drywall material in any area where mechanical and electrical penetrations thru masonry or concrete have not been sealed to retain fire ratings. C. All materials shall be delivered to the job site in original unopened containers or bundles, protected from damage and exposure to the elements. 923.3 MATERIALS GYPSUM BOARD - Shall be USS, National Gypsum, or Georgia Pacific, Type X, fire rated gypsum board. Provide thickness as indicated on the drawings with tapered or eased edges where sanding or taping is required as shown an the drawings and hereinafter specified. M-R GYPSUM BOARD - Shall be USG, National Gypsum, or Georgia Pacific, moisture resistant gypsum for use in wet areas which includes toilet rooms and where ceramic tile is set on walls. COMMISSION NO.386 PAGE 44 DIVISION 9 FINISHES METAL STUDS AND RUNNERS - Shall be screw type steel studs of a size indicated on the drawings and in conformance with the , manufacturers recommendations: 1. Interior non bearing studs - non-load bearing type steel studs with the corresponding runner channels for interior application, 25 SA "Cu type. Heights over 101- 0" shall be spaced at 16" O.C. 2. Exterior wall and window framing at masonry - USG 18 8A - 6" SJ type stud at 16" O.C. to 15'-011 high, hot dipped galvanized curtain wall studs with corresponding runner channels. , 3. Exterior wall and window framing at double stud wall - USG 18 8A - 3-5/8" SJ type stude at 16" O.C. , hot dipped galvanized curtain wall studs with corresponding runner channels. CEILING SUSPENSION SYSTEM - Shall be USG Direct Suspension Syst:a. m, U.L.- rated, direct-hung for screw application of gypsum board. Main beams shall beams at 4'-0" suspended to structure with 12 wire at 48"o.c. Cross furring channels shall be placed at 1611o.c. and a continuous angle shall be at the wall . Screw attach 12"o.c. 5/8" gypsum board to the cross furring channel only with 1" Type S Screws. Apply gypsum board the long direction across furring channels with edges aligned to main channels. ALTERNATE SYSTEMS: CEILING SUSPENSION SYSTEM - 2 1/2" metal channels at 4'-0" O.C. , with 12 8A galvanized hanger wire at 4'-0" O.C. suspended from the steel structure, and metal furring channels at 2'-0" O.C. CEILING JOIST SYSTEM - 3 5/8" steel studs at 2'0" O.C. with 1 5/8" stud cross bracing at 4'0" O.C. Hanger wire shall be attached to steel structure at max. 6'0" O.C. with 12" long stud section for box reinforcing at hanger connection to ceiling joist. JOINT TREATMENT - Shall be USG joint system installed according to the manufacturer's direction. Spot exposed fastners on face layers and finish corner bead, control joints and trim as required, with at least three coats of joint compound, feathered out onto panel faces and sanded smooth. DRYWALL FASTNERS - Drywall screws and adhesive as recommended by the manufacturer of wall board, to meet fire ratings indicated. METAL ACCESSORIES - As recommended by the manufacturer of , wallboard. Similar to ASA-LS, ASA-LK or ASA-LC at other areas as recommended by the manufacturer. Use ASA-US bead (similar to USG 400) where gypsum board abuts dissimilar materials. ' ' COMMISSION NO.386 PAGE 45 DIVISION 9 FINISHES i 923.4 EXECUTION A. Workmanship shall comply with applicable parts of the recommended specifications for the application and finishing of gypsum board as published by the "Gypsum Association", but in no case less than required by manufacturers and specified herein. B. Where conflict occurs between publications the manufacturer's current manuals shall govern. C. Maintain a minumum or maximum temperature in conformance with the manufacturer's instructions prior to, during, and after application of material furnished under this section. Provide i adequate ventilation to excessive moisture. Space panels to use full size sheets as far as possible to minimum taping. D. Install furred ceilings and soffits as recommended by the manufacturer and USG specification SA923. E. Install gypsum drywall using screws and adhesive as recommended by the manufacturer and USG specification bulletins SA923 and SA927. F. Type and fill all joints, nail and screw holes as recommended by the manufacturer, using sufficient number of coats to fill all depressions and leaving surface smooth and free of blemishes. Keep sanding to a minimum. G. Provide blocking, anchoring devices, corner beads, casing beads and other necessary accessories of size and spacing as recommended by the manufacturer whether specified or not, but required for proper construction of systems. Install blocking and reinforcing as required for wall mounted or hung equipment, including but not limited to cabinets, shelving, bathroom accessories, railings and grab bars if not specified in other sections. Installation of wood blocking is specified in section 610 rough carpentry. ' H. Provide double stud framing at partition terminations and elsewhere as required to stiffen the wall . I. Provide expansion joints such as USS 093 as indicated on the drawings and elsewhere in conformance with the manufacturer's recommendations. iJ. Metal channel runner track at floor and structure above shall be securely attached with approved anchors spaced not over 2'-0" O.C. . Caulk track to concrete surfaces. ' K. Brace wherever necessary to support partitions, openings, etc. for a sturdy installation, using concealed bracing. END OF SECTION COMMISSION NO.386 PAGE 46 DIVISION 9 , FINISHES GENERAL REQUIREMENTS Instructions to Bidders; Division O, Conditions of the Contract; ' and Division 1, General Requirements, are part of this division of the specification as if bound herein. 930 CERAMIC TILE 930. 1 SCOPE Furnish and install all ceramic the floors and walls where indicated on the drawings and as herinafter specified complete , with all adhesives, mortar beds, grout, and etc. for a complete installation. 930.2 STANDARDS All work shall conform with applicable requirements of the American Standards Association Specifications (A-108 series) and the Tile Council of America Handbook for Ceramic Tile Installation. 930.3 COORDINATION Coordinate with all other trades whose work affects, connects or is concealed by materials installed in this section of the specifications. Before proceeding, make certain all required inspections have been make and the work is approved. 930.4 INSPECTION t Examine all subsurfaces that are to receive work and report any conditions that are detrimental to both the general contractor and architect. Commencment of work is construed as acceptance of all subsurfaces. 930.3 MATERIALS , CERAMIC FLOOR TILE - American Olean or equal , 2" X 2" unglazed , ceramic mosaics. Color to be selected from price group N1. CERAMIC WALL TILE - American Olean or equal , 4-1/4"X 4-1/4" glazed tile, with color to be selected from standard colors. Include all necessary trim pieces for bases, bullnose at top of wainscots and corner pieces. QUARRY TILE - American Olean or approved equal, 6" X 6" unglazed quarry tile with matching base. GROUT - UPCO hydroment or approved equal with gray color. ' FLOOR TILE SETTING - Shall be dry set method in accordance with ANSI A118. 1. ' 1 COMMISSION NO.386 PAGE 47 DIVISION 9 FINISHES 930.6 INSTALLATION A. All tile shall be set by expert journeyman tile setters. B. Lay out all work so that where possible no tiles less than half size occur. Align all joints, verically and horizontally. Provide an expansion joint between base and floor at perimeter of all rooms, and where required to break up large areas. Joint shall be entirely filled with flexible grout of matching color. Cut and drill neatly without marring tiles, rub smooth any necessary cuts with a fine 1 stone and set no cut edge against any fixture, cabinet or other tile without a joint at least 1/8" wide, cut, fit, adjust and establish tiles neatly and accuratley to accomodate accessories, interruptions, chases, returns, mechanical and electrical outlets, and finish at their exact location (as determined by jobsite conditions) . Maximum variations shall be 1/8" in 10' when a straightedge is laid ' on the surface in any direction. C. Thoroughly clean out joints and dampen with clean water / before grouting, thoroughly grout into all joints to fill 1 entire length and depth. Fill flush with face of tiles and rub with burlap or rags to provide slightly concave joints. Prevent staining of grouted joints. 1 930.7 CLEANING AND PROTECTION A. Wipe surfaces clean after grouting, remove all traces of mortar and grout. Any open or cracked joints shall be pointed up. Do not use acid solution for cleaning glazed tile. B. Close spaces to traffic or other work until the is firmly set. Protect from damage until acceptance. ' END OF SECTION i 1 1 1 COMMISSION NO.386 PAGE 48 DIVISION 9 , FINISHES GENERAL REQUIREMENTS Instructions to Bidders; Division O, Conditions of the Contract; ' and Division 1, General Requirements, are part of this division of the specification as if bound herein. 950 ACOUSTICAL TREATMENT , 950. 1 SCOPE Furnish and install including labor, material , and equipment necessary and incidental to the installation of a complete, finished acoustical treatment where indicated on the drawings and , as hereinafter specified. 950.2 JOB CONDITIONS Acoustical materials shall not be brought on the job until the building is thoroughly dry, enclosed and heated to interior , conditions which closely approximate the normal occupied conditions. All plastering, concrete, cermaic the setting, terrazzo work, or any other wet installation products shall be complete and dry before acoustical treatment is commenced and no such work shall be done during and after the installation of acoustical materials. 950.3 ACOUSTICAL MATERIALS , ACOUSTICAL BOARD - Shall be Armstrong, Travertone, Fissured, , Product N536A, White in color, 24" X 48" X 3/4" Lay-in ceiling panel as indicated on the drawings. Panels shall have a flame spread rating not to exceed 25 in accordance with ASTM-ES4, Class A (Fed. Spec. SS-S-118B) and UL Label. NRC rating of .60 - .70 ' and an STC of 30-40. CEILING SUSPENSION SYSTEM ' Wire - M12 Gauge Galvanized steel wire. Structural Capacity - Grid system shall conform to requirements of intermediate duty structural classification , ASTM C-635. Finish - All steel roll formed parts shall be chemically cleansed, electro Galvanized, Bonderite treated, and finished in baked enamel. Grid - Shall be Chicago Metallic 250 Snap Grid UL fire rated acoustical grid system or approved equal of spacing indicated on the drawings. COMMISSION NO.386 PAGE 49 DIVISION 9 FINISHES ' 930.4 INSTALLATION Installation of acoustical materials shall be make by experienced mechanics in strict accordance with manufacturer's printed instruction. All acoustical materials shall be supported at all edges by suspension system approved by the architect and conforming to the ' requirements of ASTM-C-636. Suspension systems shall be placed true to line, accuratley spaced and level , and securely anchored to the supporting building structure, not from mechanical or electrical equipment, piping, ductwork, or other non-structural elements of the building. Finger marks on acoustical products will be cause for rejection of the work. Extra hanger wires shall be installed at the corners of all light ' fixtures as required to support the additional weight. 930.3 CLEANING Remove all rubbish and accumulated material or debris, leaving the premises in a neat and orderly condition on a daily basis. ' 930.6 EXTRA MATERIAL The contractor shall leave any already opened cartons of matching material for the owner's use. END OF SECTION COMMISSION NO.356 PAGE 50 DIVISION 9 ' FINISHES GENERAL REQUIREMENTS ' Instructions to Bidders, Division O, Conditions of the Contract. and Division 1, General Requirements, are part of this division of the specification as if bound herein. ' 965 RESILIENT FLOORING 965. 1 SCOPE , Furnish and install all resilient floor tile and base over wood, ' concrete and gypsum board surfaces where indicated on the room finish schedule and drawings. 965.2 INSPECTION ' Examine all surfaces to receive floor tile and base and report in writing to the general contractor, with a copy to the architect, , any conditions detrimental to the work and finish product. Failure to observe this injunction constitutes a waiver to any subsequent claims to the contrary and hold flooring contractor responsible for any corrections required. Commencement of work will be construed as acceptance of all subsurfaces. 965.3 PREPARATION ' Subsurfaces shall be thoroughly dry, free of unevenness, foreign material (oil , grease, paint, etc. ) and broom-clean. Maintain , temperature recommended by the manufacturer in spaces where work is being done and where material is stored for periods of time. 965.4 MATERIALS RESILIENT TILE - Shall be Armstrong imperial series or equal 12" X 12" X 1/8" vinyl asbestos tile, color selected from standard ' colors. RESILIENT BASE - Shall be V.P. I. or equal coved vinyl base 4" high at resilient tile floor and concrete. Provide 4" straight base at ' carpet. Color shall be selected from standard colors. Base shall be applied in as long pieces as possible. Small pieces will not be acceptable. RESILIENT TREAD AND RISER - Roppe, RCA Rubber,R.C.Musson, Melflex, Johnsonite, Flexco, American Floor, AFCO, or equal, Heavy Duty , Vinyl tread with safety rib tread. Provide riser to match. ' COMMISSION NO.386 PAGE 51 DIVISION 9 FINISHES 1 965.5 INSTALLATION ' Comply with manufacturer's written instructions for installation. A. Lay tile symetrically about centerlines of spaces, with either joint or centerline of tile occurring in center. cutting of tiles other than those at the edge of the room is ' not acceptable. B. Seat all units firmly into adhesives; make joints tight, ' straight, and inconspicuous. Any door opening between spaces having different types of flooring shall have a material change under the door in closed position. Roll all the in accordance with manufacturer's recommendations. iC. Make finish work free of buckles, cracks, breaks, waves, and projecting edges, neatly fitted to projections. Apply edging ' strips at exposed edges of material not otherwise protected so top of strip is at the same height as the flooring. D. Set all specified bases in adhesive thoroughly coated and firmly set so lower edge fits tightly against flooring. Make all joints in bases, including those at any preformed corners, plumb, flush, tight, and inconspicuous. Seat top edge and back of base firmly against wall . Miter and tightly fit interior corners. 965.6 CLEANING After installation, sweep and clean floors in accordance with the manufacturer's instructions. Provide owner with maintenance ' instructions from the manufacturer. END OF SECTION COMMISSION NO.386 PAGE 32 DIVISION 9 , FINISHES GENERAL REQUIREMENTS , Instructions to Bidders; Division O, Conditions of the Contract; and Division 10 General Requirements, are part of this division of the specification as if bound herein. , 990 PAINTING 990. 1 SCOPE , This contractor shall do all interior texture finish work and interior and exterior painting indicated on the drawings and as ' hereinafter specified. The color of all materials shall be selected by the owner or architect. 990.2 STANDARDS i Comply with all applicable requirements of Painting and Decorating Contractors of America manual (type 1) unless otherwise ' specified herein. 990.3 INSPECTIONS , Examine all subsurfaces to receive work and report in writing to the contractor, with a copy to the architect, any conditions ' detrimental to the work. Failure to observe this injunction constitutes a waiver to any subsequent claims to the contrary and holds painting contractor responsible for any corrections of his work the architect may require. Commencement of work will be construed as acceptance of all subsurfaces. 990.4 DELIVERY AND STORAGE ' Deliver materials to site in manufacturer's sealed containers, legends and labels intact. Store materials and equipment in one ' place where directed by the contractor. Protect floors and walls of storage room. Remove oily rags, waste, etc. , from the building every night and under no circumstances allow them to accumulate. ' 990.3 MANUFACTURERS All materials shall be of the best grade, made by the following , companies or approved equal: O'Brien, Standard Varnish, Pratt & Lambert, Luminal Company, Sengamin Moore, PPG, Sherwin Williams, ' Glidden Co, Rez, Olympic, De-Voe, Standard Dry Wall Products, USG, and Samual Cabot. 1 COMMISSION NO.386 PAGE 33 ' DIVISION 9 FINISHES 990.6 MATERIALS ' A. Hardwood doors and all hardwood frames, stops, trim, base, barriers, handrails, paneling,etc. One coat penetrating stain, one coat paste wood filler sanded and two coats of ' ureathane finish. B. All painted metal - one coat alkyd enamel underbody and one coat egg-shell enamel over prime coat by others. C. Gypsum board - One coat prime and seal and one coat alkyd satin enamel . D. Textured ceiling - USG or equal imperial OT with vermiculite aggregate spray applied to all surfaces indicated on the ' drawings. E. Soft wood paneling and trim - one coat stain wax. ' F. Exterior Stain - one coat semi-transparent stain rolled or brushed into surface on all wood trim and siding. 990.7 WORK INCLUDED EXTERIOR WORK - Paint all exposed duct work, piping, conduit, hood vents and louvers installed under the mechanical contract. Stain all exterior wood siding and trim. INTERIOR WORK - Paint all interior gypsum board as scheduled. Paint all prime coat ferrous metals where exposed to view, Stain and varnish all doors, and hardwood trim. ' 990.8 SURFACE PREPARATION A. Protect items not to be painted or remove prior to painting. If required to be removed, reposition after painting. B. Make any exposed miscellaneous metal items, such as steel supports, anchors, bucks, hollow metal frames and the like clean, free of rust, dust, grease, and dirt. Marred shop coats shall be treated the same as uncoated metal and touched up with red lead and oil or gray lead and oil, depending on the color of the marred surface. C. Wash any unprimed galvanized metal with a solution of ' "GALVA-CLEANER" and allow to dry. D. Make and wood surfaces to be painted or stained clean, smooth, dry and fully sanded. Knots and pitch pockets under paint finish shall be sealed with shellac. Fill joints, cracks nail holes, disfigurations,etc. , with putty after priming: Then sand smooth. 1 COMMISSION NO.386 PAGE 34 ' DIVISION 9 FINISHES 990.9 WORKMANSHIP A. Do all work under supervision of capable foreman, per ' reference standard above. B. Thoroughly cover with uniform color and finish, the number of ' coats specified being a minimum. Undercoats shall be colored to approximately match the final coat. 990. 10 APPLICATION ' A. During interior application, maintain minimum temperature of ' 65 degrees F. , unless otherwise directed by architect or manufacturer's printed instructions. Hold temperature constant as possible. Provide adequate ventilation at all times so the humidity cannot rise above the dew point of the ' coldest surface to be painted. Do no exterior painting below 50 degrees F. temperature. B. Paint all exposed surfaces of every member: Paint anything ' inaccessible after installation before installation, if required to be painted. C. Where coverage is incomplete or not uniform, provide an additional coat at no extra expense to owner. D. Apply all coatings without reduction except as specifically ' required by label directions, or required by this specification. In such cases, reduction shall be the minimum , permitted. 990. 11 COMPLETION AND CLEANING On completion of work, carefully clean all glass, hardware, etc. , , and remove all misplaced paint and stain spots or spills and leave work in a condition acceptable to architect. ' END OF SECTION ' COMMISSION NO.386 PAGE 55 DIVISION 10 SPECIALTIES GENERAL REQUIREMENTS Instructions to Bidders; Division 09 Conditions of the Contract; and Division 1, General Requirements, are part of this division of ' the specification as if bound herein. 1018 TOILET PARTITIONS 1018. 1 WORK INCLUDED ' Furnish all toilet partitions and related items as indicated on the drawings and as hereinafter specified. Submit shop drawings as per Section 120. ' 1018.2 GENERAL Units shall be complete assemblies as manufactured by Weis, Fiat, American Sanitary Partition Corp. ,Ferrometal , Accurate, Sanymetal , Met Par, Milles, Global , Flush Metal, etc. , meeting the specifications for overhead braced floor-mounted units. 1018.3 MATERIALS MINIMUM ZINC GALVANIZING - .00015 each side. STILES - 1 1/4" thick, 18 GA. FLUSH PARTITIONS - 1" thick minimum 20 GA. FLUSH DOORS - minimum 22 GA. BRACKETS - minimum 2" deep anodized aluminum, stainless fasteners PARTITION,DOOR AND STILE CORNERS - Galvanized, stainless steel cover. STEEL - Galvanized-bonderized stretcher leveled furniture steel . BASES OR CAPS - Stainless steel . GRAB BARS - Provide reinforcement necessary to support grab bars. 1018.4 FINISH Clean and degrease and apply one rust-inhibitive prime bonding ' paint coat and one or more finish coats of synthetic baking enamel electrostatically applied and baked at high temperature. 1018.5 HARDWARE All operating hardware shall be chrome plated brass or stainless steel, other hardware anodized aluminum. HINGES - shall be gravity type, surface mounted. LATCH - Shall be positive privacy lift-free latch, brass with stainless bolt, elergency access feature, rubber bumper, and ' rubber tipped bumper coat hook. END OF SECTION COMMISSION NO.386 PAGE 56 DIVISION 10 ' SPECIALTIES 1 GENERAL REQUIREMENTS ' Instructions to Bidders; Division O, Conditions of the Contract; and Division 1, General Requirements, are part of this division of the specification as if bound herein. ' 1025 FIRE FIGHTING DEVICES 1025. 1 SCOPE OF WORK ' Provide fire extinguisher cabinets as shown on the drawing. Cabinets shall be installed under section 620 carpentry. ' 1025.2 SHOP DRAWINGS Submit shop drawings as per section 120 , 1025.3 GENERAL ' Furnish at locations indicated on the drawings Larsen, J.L. Industries, or equal , fire extinguisher cabinets. 1025.4 FIRE EXTINGUISHER CABINET ' Shall be equivalent to J.L. Industries, Panorama 1017 Identity P- ' V43. Cabinet shall be semi-recessed, steel , painted white, with a white acrylic door panel with red letters. END OF SECTION , COMMISSION NO.386 PAGE 57 DIVISION 10 SPECIALTIES ' GENERAL REQUIREMENTS Instructions to Bidders; Division O, Conditions of the Contract; and Division 1, General Requirements, are part of this division of ' the specification as if bound herein. 1080 TOILET ACCESSORIES 1080. 1 SCOPE Furnish the following toilet room accessories as hereinafter ' specified complete with all mounting hardware. Submit with shop drawings in triplicate. 1080.2 ACCESSORIES Numbers listed below are taken from catalogs of the American ' Dispenser Co. Manufacturers of products of equal quality will be accepted. A. MIRRORS - Furnish mirrors in each toilet room of size ' indicated on the drawings. Mirrors shall be model #529 with 5/8" X 5/8" stainless steel frame and concealed mounting. B. TOILET PAPER DISPENSER - Furnish model # 835 surface twin roll in each toilet stall . C. GRAB BARS - Provide 2 stainless steel grab bars of thickness ' and length that meet the requirements of the state building code and as shown on the drawings. ' END OF SECTION i COMMISSION NO. 386 PAGE 1 THE NEW ' CHURCH OF THE OPEN DOOR MAIN BAY VIEW ROAD SOUTHOLD9 NEW YORK 11971 1 OWNERi CHURCH OF THE OPEN DOOR P.O. BOX 643 BECKWITH & TRAVELERS STREETS SOUTHOLD , NEW YORK 11971 1 (516) 765-2603 ARCHITECTS KEILLOR ARCHITECTS 1642 EDGEWOOD AVENUE SOUTH ST. LOUIS PARK. MN 55426 1 (612) 545-1324 MECHANICAL & ELECTRICAL TAC ENGINEEERING CO. INC. ENGINEERS CONSULTING ENGINEERS 629 MENDELSSOHN AVENUE SUITE 161 MINNEAPOLIS, MN 55427 1 (612) 542-8855 I HEREBY CERTIFY THAT THIS SPECIFICATION WAS PREPARED BY ME UNDER BY DIRECT SUPERVISION AND THAT I AM AREGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF NEW YOR:;,, K / SI RICHARD KEILLOR REGISTRATION NO. 017984 A. O 3 1 91 017984 SOF NES COMM. NO. 386 INDEX TO SPECIFICATIONS PAGE 2 -------- INSTRUCTIONS TO BIDDERS DIVISION 0 CONDITIONS OF THE CONTRACT DIVISION 1 GENERAL YMUIItIIMM DIVISION 16 SECTION 16000 GENERAL CONDITIONS SECTION 16050 BASIC MATERIALS AND METHODS SECTION 16400 SERVICE AND DISTRIBUTION SECTION 16500 LIGHTING SECTION 16700 COMMUNICATION SYSTEM CCW. NO. 386 PAGE 3 INSTRUCTIONS TO BIDDERS EUXI ATION OF SITE AND DOCUMENTS Bidders shall examine all documents, shall visit the site and record their own investigations, and shall inform themselves of all conditions under which the work is to be performed at the site of the work, the structure of the ground, the obstacles which may be encountered, all of the conditions of the documents, including superintendence of the work, requirements of temporary heat , time of completion, furnishing a list of subcontractors, and all other relevant matters which may affect the work or the bidding. The bidder shall base his bid on materials complying with the Plans and Specifications. INTERPRETATIONS AND CHANGES BY ADDENDA If any bidder is in doubt as to the meaning of any part of the Plans and Specifications , he may submit a written request to the Engineer for an interpretation of that part. Any interpretation or change will be made only by addendum numbered, dated, and issued to each bidder on record of receiving a set of documents. The Owner or Engineer will not be responsible for any other explanations or interpretations of the documents. PREPARATION OF PROPOSAL Proposals shall be submitted in duplicate on the bidder's letterhead in the exact form that accanpanies this specification. The bidder shall indicate the section or sections of the specification being bid and the dollar amount stated in writing and figures. Each proposal shall be securely sealed in an envelope bearing the following information: 1. Name and address of Bidder. 2. Name and location of the project. 3. Type of contract and specification section or sections. Proposals will be opened in private. WMEERMIAL OF BIDS A bidder may withdraw his proposal at any time before the time set for the opening of the bids , and a bid may be withdrawn thirty (30) days after the scheduled closing time for the receipt of bids if the Owner has not acted thereon. DEPOSIT A Deposit of $25 . 00 will be required for each set of drawings and specifications issued. Such a deposit will be returned to the bidder upon return of the drawings and specifications in good and usable condition to the office of the Owner within fifteen (15) days after receipt of the bids. 1 BID DATE Separate proposals for each section of the work to be bid will be received at the church offices of Church of the Open Door no later than COW. NO. 386 PAGE 4 PROPOSAL FORM PROPOSAL FORM CHURCH OF THE OPEN DOOR P.O. BOX 643 BECKWITH & TRAVELERS STREETS SOUTHOLD, NEW YORK 11971 Date: Gentlemen: , The undersigned proposes to furnish and install all material , labor and equipment necessary and incidental to perform all work necessary for the portion of the job as described below for: The Church Building for the Church of the Open Door located on Main Bayview Road, Southold, New York 11971, in accordance with the plans and specifications, dated May 29, 1987 , Commission No. 586 , and all subsequent addenda thereto, as prepared by TAC Engineering Co., Inc. , 620 Mendelssohn Avenue, Minneapolis, Minnesota , 55427 for the consideration of the following amounts: BASE BID DOLLARS ($ ) Work Included: (Insert applicable cost breakdown for Section or Sections of the Specifications being bid as per , the Instructions to Bidders. ) We acknowldge receipt of Addenda # , # , #_ The undersigned has carefully examined the drawings and specifications including the Instructions to Bidders, the Conditions of the Contract, and General Requirements, and furthermore, has carefully examined the site of the proposed work. If the above proposal is accepted, the undersigned hereby agrees to execute a lump sum contract with the Owner for the work involved. If this proposal is accepted within 30 days, we will begin working in compliance with the schedule set up by the Owner for performance of the work bid. The Owner reserves the right to reject any or all bids, or %,Rive any informalities in the bidding. X Legal Title of Contractor X Signed (Authorized Officer) COW. M. 386 PAGE 5 DIVISION 0 CONDITIONS OF THE CONTRACT 0-1 GENERAL ODNDITIONS Articles 1 through 14 of the General Conditions of the Contract for Construction, Standard Form of the American Institute of Architects, document A-201 , latest editions, are a part of each section of this specification as if bound herein. If desired, copies may be obtained from the Owner or the Architect for examination . It is the responsibility of the Contractor to became familiar with these articles. D-2 SPECIAL CONDITIONS The following items are special conditions that modify and take precedence over that article of the General Conditions referred to in the heading of each item. D-2.1 ODNTRACTOR, ARTICLE 4 DEFINITION - The term General Contractor shall refer herein to the owner as builder or owner/builder. The term Subcontractor or Contractor shall include any person or organization that has a direct contract with the Owner/Builder to perform any of the work set forth in these documents. D-2.2 PERMITS AND RFSUTATIODS, ARTICLE 4 DEFINITION - The Contractor shall secure and pay for all permits required for the construction of this project. Permits required for any subcontract work shall be secured and paid for by the applicable Subcontractor. The bidder is assumed to have made himself familiar with all federal , state, and local laws , ordinances , regulations and building code requirements applicable to work regulations and building code requirements applicable to work hereunder and no plea of misunderstanding will be considered on account of the ignorance thereof. The Contractor shall faithfully comply with the covenants of all such documents. 0-2.3 SUM TAX, ARTICLE 4 The state sales tax on all taxable items shall be paid by the Contractor and included in this contract, unless provision is made by the Owner to use his tax exempt status. 0-2.4 SEPARATE CONTRACTS, ARTICLE 6 ' 6 .3 CUTTING AND PATCHING - The Contractor(s) shall leave openings in the walls, floors, ceilings, partitions, etc., where shown on the drawings , or otherwise necessary to receive mechanical and electrical work. The electrical and mechanical contractors shall furnish full information as to locations and dimensions, including provisions and proper setting of sleeves and conduit in such time as to cause no delay to work of the General Contractor. COW. ND. 386 PAGE 6 DIVISION 0 CONDITIONS OF THE CONTRACT Should any cutting and patching be required on account of failure of other Contractors to give the General Contractor proper information at the time required, such cutting and patching shall be done at the expense of the Contractor at fault, by mechanics experienced in the particular trade involved. It shall be the responsibility of the Contractor to coordinate all , trades in the proper and timely execution of their work and to notify them of the construction progress reasonably in advance of their work. 0-2.5 PAYMM AND CQ'lPLE•PION, ARTICLE 9 9 .2 PROGRESS PAYMENTS - On or about the first of each month, the Contractors shall make application to the Owner for payment of the previous month 's work, based on an itemized breakdown of all monies paid out or cost incurred by him on account of the work. 9 .3 . 3 LIEN WAIVERS - At the Owner's request the Contractor shall furnish lien waivers with each application for payment to the Owner in the full amount of all work furnished by the Contractor, his Subcontractors , materials suppliers, or other persons furnishing labor and/or materials to this project. 0-2.6 INSURANCE, ARTICLE 11 11 . 1 CONTRACTOR' S LIABILITY INSURANCE - The Contactor shall purchase insurance coverage which will be maintained during the life of the contract . The comprehensive general liability insurance shall provide all of the following coverages: Operations of the Contractor Operations of the Subcontractor Products/canpleted operations Broad form contractual liability Broad form property damage [including completed operations] Personal injury liability [peril A,B,C.] Employees as additional insureds Property damage hazards of explosions, collapse, underground. Worker ' s compensation coverage is to be provided as per state statutes and employer's liability. 11 .2 OWNER' S LIABILITY INSURANCE - The Owner shall purchase and maintain during the life of the contract Owner's protective liability insurance. 11 .3 PROPERTY INSURANCE - The Owner shall purchase and maintain during the construction period Builder's Risk coverage for the full insurable value of the project. , 11.4 HOLD HARMLESS AGREEMENT - The Contractor shall effect and maintain public and protective liability and property damage and contingent liability insurance to cover the operations of Subcontractors such that the Engineer will be protected from all claims for damage including bodily injury, disease, or death and care and loss of service. -End of Section- ' 0OM. NO. 386 PAGE 7 DIVISION 1 GENERAL REQUIREMENTS 120 TEK?ORARY FACILXrIFS The Owner/Builder will maintain a job office at the site, and will maintain a set of plans, specifications and shop drawings, in a neat and orderly manner. Telephone facilities shall be made available, however, long distance phone calls will be paid for by the Contractor or person making the call. The Owner/Builder will provide sanitary facilities in accordance with state and local ordinances. Water will be provided only after service is complete . Each Contractor requiring water must make his own provision. Temporary power is provided under the electrical contract. -End of Section- 1 C0W. NO. 386 PAGE 8 DIVISION 16 GENERAL CONDITIONS SECTION 16000 GENERAL CONDITIONS 16001 CONTRACT REQUIREMENTS All provisions and conditions of Division 0 and Division 1 with the modifications and references noted shall be pert of this Specification (Divisions are included) . It shall be this Contractor 's responsi blity to , understand and comply with these requirements without exception. All references to "this Contractor" or "the Contractor" shall be construed to indicate the Electrical Contractor. Indication of the drawings or in the specifications of material, articles , systems or methods requires that the Contractor supply each item mentioned of no less than quality noted, perform each operation indicated and provide all labor , equipment and material necessary for a complete installation. Refer to other sections and schedules for work related to and in conjunction with this work. 16002 SCOPE OF WORK It is the purpose of the specifications to provide a complete and operating electrical installation for the building. The electrical installation shall include general wiring for light and power. It shall include all auxiliary electrical systems and all exterior electrical installations pertinent to the building electrical system. The Electrical Contractor shall furnish all labor, material, equipment and other items necessary to complete the installation as specified and as shown on the accompanying plans. 16003 PERMITS, LICENSES, FEES AND SERVICE CHARGES Refer to Division 0, Conditions of the Contract. 16004 GOVERNING CODES The work shall be carried out in accordance with the latest regulations of the National Electrical Code and all applicable state and municipal codes and regulations. In no instance, however, shall the standard established by the drawings and specifications be reduced by any of the codes referred to above. The work shall also comply with the requirements of the Occupational Safety and Health Act. All requirements of the applicable codes and regulations shall be considered as minimum requirements and shall be taken into account when bidding. Extra payments wil not be allowed to cover work required to have the installation meet the requirements of any code or regulation. 16005 CORRELATION OF WORK The Contractor shall be fully responsible for laying out his work and for any damage caused to the Owner or other trades by improper location or , carrying out of his work. COMM. NO. 386 PAGE 9 DIVISION 16 GENERAL CONDITIONS 16005 CORRELATION OF WORK (Cont'd) The contract documents show only the approximate locations of equipment and outlets . Where dimensions for mounting heights are shown or specified, they always refer to the center of equipment or outlets , unless otherwise stated on the drawings . The Engineer reserves the right to revise the location of equipment and outlet by a distance of 10 feet or less , from the ' approximate locations shown on the contract drawings without altering the contract price, provided the contractor is advised of the change prior to installation. The location of any equipment or outlet may be altered by the Contractor subject to Engineer 's approval in order to meet existing building conditions. Prior to installation, the Contractor shall examine the mechanical drawings to check if any equipment or outlets are shown at locations designated for any mechanical equipment. In case of conflict between mechanical equipment and electrical equipment or outlets , the Contractor shall obtain the exact location of these items from the Engineer before roughing-in conduits. The Contractor shall check the architectural drawings to ensure that no outlets are roughed in at inaccessible locations, where built-in furniture, counters , etc . , are installed. In such locations, the outlets shall be installed above and clear the trim by approximately 4 inches unless other- wise shown on the drawings. Light switches shall be installed on lock jamb side of the door as finally hung. Check door swings before roughing-in. The work of the electrical trade shall be carried out in cooperation with all other trades in such a manner as to avoid unnecessary delay to any work on this project and to ensure that all conduit, lighting fixtures, piping, ductwork, air diffusers and other equipment of all trades shall be installed to the best advantage. The Contractor, under this Division, shall be responsible for prompt installation for his work in advance of concrete pouring or similar work and shall provide and set sleeves where required. The responsibility as to which trade provides required labor or material ' rests solely with the Contractor. Extra payments will not be considered based on the difference in the interpretation of the contract documents as to which subcontractor involved shall provide materials or labor for specific items of the work. Should the Contractor fail to amply with above requirements , he shall relocate the equipment or outlets to the satisfaction of the Engineer at no additional payment. MVI. NO. 386 DIVISION 16 PAGE 10 GENERAL CONDITIONS 16006 DDIENSIONS AND DRAWINGS The electrical drawings show the work of the electrical trade only. Where exact building dimensions and details are required they shall be taken from figured dimensions on the architectural or structural drawings or the job site. Any changes or additions due to structural conditions as built shall be made at no extra cost. The electrical drawings indicate only the general locations of equipment and outlets . Wiring requirements are shown diagrammatically. The , Contractor shall be responsible for the detail layout of equipment, outlets, raceways and wiring. In the event of any discrepancies or ambiguity of any symbol, note, abbreviation etc . , used in these specifications or on the contract drawings , the Contractor shall obtain clarification from the Engineer prior to submitting his bid. No allowance will be made for additional costs arising from the Contractor 's failure to obtain proper clarification of conflicting information before bid. Prior to submitting his bid, the Contractor shall examine the site, the architectural , mechanical and structural drawings and thoroughly familiarize himself with all conditions affecting the work specified under this Division. No extra payment will be made for additional work arising from conditions which could have been determined had a proper examination been made. 16007 RECORD DRAWINGS The Contractor will be provided with a set of drawings for recording changes and "as installed" dimensions of equipment and concealed conduit. The location of all access panels for junction boxes, terminal cabinets etc., shall be clearly indicated. The work of this division will not be deemed complete unless an acceptable set of accurate record drawings has been produced by the Contractor. 16008 WORMIANSHIP All workmanship shall be of a uniformly high quality and neat in appearance. Any work that does not meet these requirements shall be replaced by work of acceptable quality, at no additional payment. The entire installation shall meet with the approval of the Architect and Engineer before final acceptance by the Owner. 16009 CUITING AND PATCHING Refer to Division 0, Part 0-2.4, of this Specification. COW. NO. 386 ' DIVISION 16 PAGE 11 GENERAL CONDITIONS ' 16010 CLEANUP This Contractor shall cooperate with other workmen and the General Contractor in the daily removal of debris from the work site. This Contractor shall leave areas "broom clean" in areas he has interrupted or completed his work. He shall cooperate with the General Contractor in good housekeeping procedures . At the ocmpletion of his work this Contractor shall clean all devices, plates, fixtures, glassware, switches, cabinets , exposed conduit and fittings, and shall leave the premises in a thoroughly clean condition. 16011 MATERIALS AND EQUIPMENT The use of manufacturer's type, model or catalogue number to identify or describe any item of equipment in these specifications shall not relieve the Contractor of the responsibility to provide additional features or ' modifications (to the said item) which are specified herein or shown on the contract drawings. It is the intention of these plans and specifications that all material and equipment shall amply with the current ASHRAE Standard 90-75. In case of some item of equipment, one or more additional names of acceptable manufacturers are listed at the end of a clause describing an item or a group of items. It shall be clearly understood that the design layout, space allocation , connection details etc. , are based on the products named first in the description of each item and the general approval indicated by listing the names of other manufacturers is subject to final review of shop drawings , performance data, test reports and M production samples. All material and equipment shall be new and shall be listed by the Underwriters Laboratories, Inc. as conforming to its standards in every case where such a standard has been established for the particular type of material in question. The materials that are not specified herein shall be the best quality made by nationally recongized and substantially established manufacturers. The Contractor shall arrange with manufacturers for delivery and entry of ' equipment into the building at a time suitable to other trades . He shall also inform the manufacturer of the size of the building entries available for equipment so that the assembly of large units of equipment on site may be considered when they are being manufactured. 1 16012 PAINTING At the completion of the work, all factory painted electrical equipment shall be carefully touched up as required to restore the original finish as part of the work of Division 16. All other painting shall be carried out under the General Division of these specifications. COMM. NO. 386 , DIVISION 16 PAGE 12 GENERAL CONDITIONS 16013 CONCRETE PDRK The Contractor shall arange for supply and pouring of all concrete required , for the electrical work. All concrete shall amply with the requirements of the General Division of these Specifications. The cost of the above shall be included in the lump sum contract price for , the electrical work of this project. 16019 WIRING SYSTEM All wiring shall be installed in a continuously grounded system. The number of wires in branch circuits are indicated by the number of cross lines appearing across runs between outlets on the plans. Runs not marked contain only two wires. All wiring shall be color coded to Damply with the requirements of the National Electrical Oode. Circuit numbers shown are not necessarily to be construed as installed circuit numbers but merely to show circuiting continuity or phase continuity. 16015 ELECTRICAL CONNECTIONS The Electrical Contractor will provide all power outlets for the Mechanical Contractor's equipment; furnish and install all power wiring, consisting of wiring from power outlet to starter and from starter to motor for motors furnished by the Mechanical Contractor and furnish and install all other power wiring required for his equipment, except as otherwise specified or indicated. Final connections to motors and controllers shall be made through an 18" long section of flexible metal conduit. All disconnect switches shall be by the Electrical Contractor. All control wiring shall be by the Mechanical Contractor. All starters and power factor correction capacitors will be furnished by the Mechanical Contractor , unless otherwise specified or noted in the plans, but shall be installed and connected by the Electrical Contractor (unless installed on "packaged equipment") . This Contractor shall verify that all capacitors furnished will correct the power factor of motors or other inductive reactance load equipment to at , least 908 under rated load conditions. Power factor correction devices shall be switched with the utilization equipment. 16016 WIRING UNDER OTHER CONTRACTS This Contractor should check with other Contractors after contract is let regarding additional electrical work specified under other sections of the specifications . All wiring done for other Contractors will be subject to these specifications and inspections. COMM. ND. 386 DIVISION 16 PAGE 13 GENERAL CONDITIONS ' 16017 TEMPORARY ELECTRIC SERVICE This Contractor shall furnish, install and maintain a temporary power and lighting system at a location on the premises directed by the General Contractor. Remove temporary service when permanent service is adequate. The service shall be 120/240 volt, 3 wire, single phase , 200 ampere with the necessary protection and metering equipment. ' Provide and maintain 20 ampere ground fault type duplex receptacles and 200 watt lamps and sockets spaced through the building as directed by the General Contractor. (Shall be per OSHA and NEC regulations. ) 16018 SHOP DRAWINGS Prior to ordering any equipment, this Contractor shall submit for review a minimum of four complete sets of shop and equipment drawings. Each drawing shall have a clear space of approximately 30 sq. in. for stamps and notations. rThe drawings submitted shall be identified with the project title , specification section number , item identification and supplier's and/or manufacturer's name, address and telephone number . Drawings shall also bear the stamp of the Contractor as evidence that the drawings have been checked, including all field dimensions. Any drawings submitted without this stamp of approval will not be considered and will have to be Lresubmitted. Drawings shall include all pertinent manufacturer's information showing that the material or equipment complies with ASHRAE 90-75 . This will include but not be limited to co-efficient of performances, efficiencies, power factors etc. LThe review of shop drawings will be general and shall not be construed as: a. Permitting any departure from the contract documents. b. Relieving the Contractor of the responsibility for any error in detail, dimensions or otherwise that may exist. c. Approving departure from additional details of instructions previously furnished by the Architect/Engineer. 16019 INSPECTION This project shall be inspected by an authorized electrical inspector and a certificate of approval shall be submitted to the Owner before final payment is allowed. 001. NO. 386 DIVISION 16 PAGE 14 GENERAL CONDITIONS 16020 BALANCING LOADS , Electrical loads shall be balanced between conductors having a common neutral. It shall be this Contractor's responsibility to determine which single phase branch circuits are served from each prase in panelboards and to balance the single phase loads accordingly. , Certain branch circuits are numbered on the plans to aid the Contractor in his circuiting. These numbers are not necessarily related to the circuit , numbers in the panelboard, and indicate only the circuit arrangement in a particular run of interconnected conduits. 16021 ACCESS PANELS , Where conduit terminations for future use or any junction boxes are installed in ceiling spaces or similar locations, the Cotractor shall provide access panels. Access panels in plaster ceiling shall be framed and hinged. The size, method and material used shall be approved by the Owner. 16022 OPERATION MANUALS r The Contractor shall submit prior to final acceptance of the installation two complete bound operation manuals covering all equipment furnished by him or his Subcontractors . The manuals shall include reviewed shop , drawings, special wiring diagrams, maintenance and operation instructions. The address and telephone number of the Contractor, manufacturer' s agents , utility companies and emergency service organizations shall be listed on the fly sheet of the manual. The Contractor shall instruct the Owner ' s representative as to proper operating procedures of all equipment furnished by him or his Subcontractors . Written acceptance of the equipment acknowledging said instructions signed by the Owner shall be submitted to the Engineer prior to approval of final payment. 16023 STRUCTURAL PENETRATIONS All spaces formed between walls , floors , ceilings or other structural members, and conduit, ducts, cables or other electrical devices shall be installed with "fire stops", or fire barrier material similar to 3M brand CP-25 caulk or FS-195 sheet. This includes spaces between telephone, T.V. , or other cables and sleeves penetrating floors or walls. Material shall not be affected by temperature changes or pipe, conduit or duct movement and shall be finished flush with wall, ceiling, floor or structural surfaces . All workmanship shall be such that finishes are flush with structural surfaces in exposed areas. r 0OW. W. 386 ' DIVISION 16 PAGE 15 GENERAL CONDITIONS 16024 UNDERGROUND WORK This Contractor shall provide all trenching , backfilling and repaving necessary for his work. During excavation, anterial suitable for backfilling shall be piled in an orderly manner a sufficient distance from the trench or other excavations to prevent slides or cave-ins. All excavated materials not required or suitable for backilling shall be removed from the site. Necessary grading shall be done to prevent surface water from flowing into trenches or onto adjacent property. Furnish all pumping required to keep excavation dry. r Protect from frost and do not place structures, wiring or pipe on frozen ground. Excavations shall be backfilled below finished grades with materials similar to those removed in excavation, free from rubbish and other unsuitable materials. Backfilling shall be done to the finished grades indicated on the drawings . If no finished grading is done in excavated areas, this Contractor shall backfill to existing grades and restore the surface to its original condition. Exterior underground conduits shall be installed at least 18 inches below finished grade . The conduit trench shall be excavated to the proper finished grade and depth and the bottom shall be firmly tamped. Fine evenly graded earth or sand shall be rammed on the bottom of the trench to ' a minimum depth of 1 inch below the conduits, and to a minimum depth of 2 inches above the conduits before backfilling. 16025 HEIGHTS OF OUTLETS Wall outlets shall be installed at the following heights unless otherwise indicated on the plans or shown on architectural elevations . Particular attention must be paid to architectural elevations. The Contractor shall verify all heights before rough-in and particular attention must be paid to outlets above radiation, casework and other permanently installed furniture. Receptacles, telephone outlets . . . . . Top at 12" Switches . . . . . Top at 44" Thermostats . Bottom at 60" -End of Section- 1 1 1 0,7W. NO. 386 , DIVISION 16 PAGE 16 BASIC MATERIALS AND METHODS SECTION 16050 BASIC MATERIALS AND METHODS 16111 CONDUITS , All conduits shall be hot dip process galvanized or sheradized steel and shall meet in all respects the American Standard specifications for such , conduits. Conduits shall be installed in the approximate position indicated on the plans, shall be arranged to drain to outlet boxes wherever possible and shall be securely attached to boxes and cabinets with locknuts and bushings. Conduits may run exposed in the mechanical equipment roans and pipe chases , and shall parallel building construction if so run. All other conduit shall be concealed unless otherwise noted. Conduit shall not be run horizontally in masonry walls or under floor slab. Conduits, except where run in masonry or concrete, shall be rigidly secured in place with pipe straps or hangers; however , perforated strap iron hangers or wire shall not be used with rigid conduit . Concrete tight fittings having a metal compression gland and threaded outer nut or the concrete tight set screw type fittings shall be used with thinwall conduit . Indenter type fittings will not be acceptable. Approved expansion fittings shall be installed in all conduits running across building , expansion joints and elsewhere in runs as may be deemed necessary by the Engineer. No conduits larger than 1/2 inch shall be run in finished floor topping, and conduits in topping shall not cross. No conduit larger than 1 inch shall be run in structural slab and none larger than 3/4" shall cross within such slabs. Verify topping and slab thickness with Architect and , structural plans. Conduits shall be as follows unless otherwise noted on the plans or in the specifications. Rigid metal conduit shall be used for all conduit run in or below concrete slabs, and for sizes 2 inches or larger, for panelboard feeders, telephone and electric service entrances. Rigid plastic conduit may be used for installation below concrete slab in sizes above 1 inch where permitted by code. Flexible metallic conduit shall be used for final connections to motors, transformers. Liquid-tight metallic conduit shall be used for final connections to kitchen equipment and motors in damp locations. Thinwall steel conduit may be used for all conduit 1-1/2" in size and smaller except as modified in the preceeding paragraphs. COMM. ND. 386 DIVISION 16 PAGE 17 BASIC MATERIALS AND METHODS 16111 CONDUITS (Cont'd) Exterior underground conduits shall be given a heavy protective coating of asphalt base paint, Koppers #50 or comparable. See Section 16024 for underground work . Underground conduits shall be sealed in an approved manner at the first box encountered after entering a building. 16120 WIRES AND CABLES ' Wire and cable shall be made up from soft drawn copper having a conductivity of not less than 988 of pure copper, and unless noted shall be installed in conduit. Conductors larger than #8 AWG shall be stranded. No 1 conductors smaller than #12 AWG shall be used unless specifically noted. All conductors shall be copper with the exception of feeders which may be aluminum of equal ampacity of copper wire, as indicated on the plans. Conduit size shall be increased as required. Wire and cable shall be of the following types unless otherwise noted or required by code: Conductors larger than #10 AWG and conductors installed in exterior underground conduits shall have 600 volt Type THW insulation. Branch circuit conductors within 3" of a ballast shall have 600 volt Type THW insulation. ' Local code requirements shall be observed requiring use of aluminum wire. No direct burial underground aluninun wire or cable will be allowed. 16121 WIRE OONNECTIONS AND DEVICES Conductor splices shall be na only in outlet and pullboxes . Spliced joints shall be made by soldering or by use of U.L. approved pressure connectors, 3M "Scotchllok", Tyromas & Betts "Piggy Pigtails" , or approved ' equal . Any splice requiring tape shall be wrapped with a minunun of two half-lapped layers of 3M "Skotch" Tape No. 33 or No. 88 . Taps and terminations for #8 AWG wire and larger shall be made with solderless connectors snd solderless lugs. 16131 PULLBOXES AND JUNCTION BOXES Junction boxes and pull boxes shall be constructed of code gauge galvanized ' steel , secured in place independent of support from connecting conduits and shall be sized in accordance with Article 370 of the National Electrical Code . Boxes shall be installed as required in long runs or where more than 1 four quarter bends occur in any conduit run. Junction and pullboxes nay be placed in finished portions of the building only where specifically shown, and then must be flush mounted and of minimum size. COW. N0. 386 DIVISION 16 PAGE 18 , BASIC MATERIAIS AND METHODS 16134 OUTLET' BOXES All switch and outlet boxes shall be of galvanized steel, securely fastened in place independent of support from connecting conduits, and shall be installed in accordance with Article 370 of the National Electrical Code. Gang boxes shall be used where more than two devices occur at one location. , Thru wall boxes shall not be used. Switch and outlet boxes shall be of the following types unless otherwise noted on the plans or in the specifications. , Ceilings Standard octagonal boxes except that boxes for narrow surface mounted , fluorescent fixtures shall be such that the box is completely covered by the fixture. Stud Wall Construction 1-1/2" deep square boxes, with proper raised covers. Tile, Block or Brick Walls 3-1/2" deep tile boxes , square cornered and without ears. Square boxes with raised tile covers shall be used where necessary for additional wiring or conduit connection capacity. 16140 WIRING DEVICES , Provide wiring devices for all outlets shown on the drawings as specified herein. Devices in general shall be ivory in color; however, specified ' colors may be required in brick or paneled walls, and this shall be verified with the Architect. Devices shall be as follows, or equal by Arrow Hart, Bell, Bryant, G.E., Leviton or Slater. , Single pole switches shall be Sierra #5021, 20 amp A.C. rated, or approved Duplex receptacles shall be Sierra #1460, three wire grounding type rated 20 amp, or approved equal. Pilot light switches shall be Sierra #5027R. All receptacles and switches shall be provided with Sierra D series ivory plastic decor wall plates to accomodate devices as indicated on the plans or in the specifications. Clock outlets shall be Sierra #2121 complete with ivory plastic plate, or ' approved equal. weatherproof duplex receptacle covers shall be Sierra #WPD-8 with , weatherproof cover. OCMM. NO. 386 DIVISION 16 PAGE 19 ' BASIC MATERIALS AND METHODS 16140 WIRING DEVICES Ground fault receptacles to be P & S #1519. ' Floor Receptacles: a. For 2" concrete topping- , Duplex-Lew #432-Amphenol cover #524-TJP Telephone-Lew #432-Amphenol cover #524-Tip b. For 4" concrete slab- ' Duplex-Lew #632-SB-DFB Telephone-Lew #532-SB-Amphenol cover #532-TJP c. For carpeted areas, add Lew #DCF-1 carpet flange, or Lew #SCF-1 for thinner carpet, to the above. d. For wood floors Series #512 DEF e. Finishes will be bronze. In all switches, receptacles and other outlets installed in exterior walls, the Electrical Contractor shall furnish and install draft reducing outlet insulators such as Paulding , or equal, "stop draft" electrical outlet insulators as well as cap sealers. ' 16160 PANELBOARD Provide circuit breaker panelboard as specified herein and as shown on the drawings as manufactured by Sylvania , Square D, Westinghouse, ITE or General Electric. Panelboard shall accommodate bolt on type circuit breakers. Trim clamps shall be concealed when doors are closed. Door locks shall be nonprotruding. Cabinet shall be constructed of sheet steel of thickness as required by code , and shall be equipped with adjustable metal trim and hinged steel ' doors. Panelboard to have latches and locks, all keyed alike. Cabinet shall have typewritten circuit directory under a clear plastic cover mounted in a metal frame inside of the door. 1 ODMS. NO. 386 DIVISION 16 PAGE 20 BASIC MATERIALS AND METHODS , 16162 SAFETY SWITCHES Provide safety switches shown on the drawings and as listed in the ' equipment schedule. Unless noted all switches shall be Nema Type GD in Nema 1 enclosures and shall be fusible with visible blades, quick-make, quick-break operating mechanisms and voidable cover interlocks . Fusible , switches shall be designed to accept cartridge fuses. All switches shall be by the same manufacturer and shall be General Electric, TH Series, Square D "GD" Series or the approved equal products of ' Cutler-Hammer, ITE, or Westinghouse. 16181 FUSES , All fuses in the main distribution center shall have an interrupting rating of 200,000 RMS amperes. Mains, Feeders and Branch Circuits Circuits 600 amperes and less - of the current limiting, dual-element type with time delay so they will carry 5008 of rating for a minimum of 10 seconds. Fuses: Buss Low-Peak LPN-RK (250 volt), LPS-RK (600 volt). , Feeders to Motor Control Center, Power Panels & Dry-Type Transformers Fuses protecting power type feeders shall be Hussmann Low-Peak dual element , fuses LPN-RK (250 volt) or LSP-RK (600 volt), or approved equal. Motors : All motors whether served from a motor control center, power panel or individual disconnect shall be protected by dual-element fuses , able to carry 5008 of rating for minimum of 10 seconds, and sized at 1258 of the actual nameplate ampere rating unless noted otherwise. Fuses shall be Hussmann Low-Peak dual element fuses LPN-RK (250 volt) or LPS-RK (600 , volt), or approved equal. Install on cover of all switches a label indicating type and size of , replacement fuses. 16182 CIRCUIT BREAKERS All circuit breakers shall be manufactured by Sylvania , Square D, Westinghouse, ITE or General Electric. All circuit breakers shall be ambient compensated and quick-make, , quick-break on manual and automatic operation. When any breaker is automatically tripped, the handle shall assume a center tripped position. Circuit breakers shall have an instantaneous trip point of 10 to 15 times ' their ampere rating . Multipole breakers shall be common trip with individual spring pressure on each contact. Breakers shall be rated to interrupt 10,000 amps I.S.C. Any two single pole circuit breakers shall be replaceable by a two-pole ' breaker, and any three single pole breakers shall be replaceable by a three-pole breaker, all within the same frame size. Circuit breakers shall ' be non-interchangeable in accordance with Article 240 of the NEC where required by the enforcing authority. -End of Section- , ' COW. NO. 386 DIVISION 16 PAGE 21 SERVICE AND DISTRIBUTION ' SECTION 16400 SERVICE AND DISTRIBUTION ' 16420 SERVICE CDNNDLTIONS The Long Island Lighting Co. will provide a pad mounted transformer. The primary service to the transformer (approximately 350 ft. underground from the pole on Grange Road) and the secondary service to the building will be ' by the Electrical Contractor. The service connection shall be installed in strict compliance with the ' rules of the serving power company. All trenching, backfilling, restoration of sod, sidewalks and paved areas ' shall be done by the Electrical Contractor. This Contractor shall be responsible for all negotiations with the electric utility company in order to have the electric services provided. The ' Contractor shall cooperate with the power company and provide all metering connections, and equipment as required. This Contractor shall include all charges from the power company for the installation of the electric ' services in the base bid. 16420.1 Voltage The secondary distribution system voltage supplied to the building by ' the utility company is 120/208V-1 phase, 3 wire, 60 Htz. 16430 SERVICE ENTRANCE EQUIPMENT ' Service entrance equipment shall consist of the underground service, wiring trough , meter sockets and fuse disconnect switches as shown on the drawings. 16450 GROUNDING Solidly ground all conduit systems, switch boxes, cabinets , motors , motor frames , transformers and other permanently installed electrical equipment ' in accordance with the latest edition of NEC to form a continuous , permanent and effective grounding system. Securely fasten ground lugs on all receptacles to the grounding system. The service entrance equipment shall be grounded to a ground mast ' consisting of three ground rods bonded together on 6 ft. centers. The ground rods shall be bonded together in an approved manner. COW. NO. 386 r DIVISION 16 PAGE 22 SERVICE AND DISTRIBUTION , 16450 GROUNDING (Cont'd) Service grounding conductor shall be sized according to NEC Table 250-94, , and shall be installed in conduit. Braze or cod-weld all connections to ground rods. r Bond all building grounding systems together. Test grounding systems after completion of installation, and submit a r report. Maximum allowable ground resistance shall be 25 ohms. r -End of Section- r r r r r r r r r r r r ' COW. NO. 386 DIVISION 16 PAGE 23 ' LIGHTING SECTION 16500 LIGHTING ' Provide lighting fixtures complete with lamps for each outlet shown on the plans and/or as specified herein. Capital letters adjacent to outlets on the plans indicate the fixture type, and small letters indicate the manner of switching. If a fixture type designation is omitted, the fixture shall be of the same type as others in the same or similar space. ' The length of individual fluorescent fixtures and row of fluorescent fixtures may be scaled from the electrical drawings. ' All ballasts shall be "A" sound rating, high power factor, ( .90 min. ) C.B.M. certified by E.T.L. with Class "P" rating. All exterior fixtures shall have D.L. labels. Fluorescent lamps shall be ' warm white, and incandescent lamps shall be inside frosted extended service type rated at 120 volts. Lamps shall be by General Electric, Sylvania or Westinghouse. Mercury lamps shall be Style Tone as manufactured by ' Westinghouse and shall be furnished with safety cutout features so lamp will extinguish if outer envelope is broken. This Contractor shall lamp fixtures with style recommended by the fixture manufacturer , unless otherwise indicated, before ordering. Cooperate with others to locate ceiling outlets so that lighting fixtures will conform to the ceiling grid. Mere fixtures are installed in plaster ' ceilings, proper plaster rings shall be furnished and installed. Where continuous rows of pendent mounted fluorescent fixtures are specified, there shall be one sten at each end of the row plus one stem at each fixture junction unless otherwise noted. Twin sten hangers will not be accepted. All fixture stens, incandescent and fluorescent , shall be of single piece construction. Interior and exterior adjustable type fixtures shall be aimed and set as directed by the Engineer . Final adjustments shall be made during dark hours, and in the presence of the Engineer. All fixtures shall be clean and like new at time of final inspection of the building. If necessary, this Contractor shall clean fixtures and lamps and replace lamps which, in the opinion of the Engineer, have less than half their life left in order to achieve the "like new" condition. This Contractor shall also instruct the Owner in proper procedure for removing fixture lenses, bawls, guards, etc., when relamping. This Contractor shall verify and submit to the Architect the color and finishes of all fixtures and posts. This Contractor shall also verify with ceiling contractor to cake absolutely sure that all fixtures specified fit ceiling being installed. -End of Section- ' COMM. NO. 386 ' DIVISION 16 PAGE 25 COMMUNICATION SYSTEM 16741 TELEPHONE SYSTEM (Cout'd) , Conduits - General Information (Cont'd) Bends in conduits a in particular conduits larger than 2" shall be long sweep radius bends wherever it is possible and practical. However, in no , instance shall the inside radius of bend be less than: a. Six (6) times the internal diameter for oonduits 2" and smaller. ' b. Ten (10) times the internal diameter for conduits 2-1/2" and larger. Conduit entering telephone closets shall have bushings and shall terminate as close as possible near the wall through which the conduits enter. , All conduits shall be left clear, dry and free of debris or other obstruction. , A fish wire shall be left in all conduit runs exceeding 100'-0" in total length and in specific conduit runs where requested by the telephone ' company 's consultant . Fish wire shall be equivalent to iron wire No. 12 AAOG gauge. -End of Section- . ' OCMM. NO. 386 DIVISION 16 PAGE 24 OOMMUNICATION SYSTEM SECTION 16740 COMMUNICATION SYSTEM 16741 TELEPHONE SYSTEM ' General Supply and install entrance conduit, backboards, riser system, outlet boxes and conduit for use by the telphone company and as shown on the drawings . The Electrical Contractor shall include in his bid all charges made by the telephone company for prewiring the building. Telephone Service Entrance ' Supply and install one enpty 2" metallic conduit for service entrance facilities as shown on the plans. At the telephone terminal location the conduit should be stubbed up to plywood backboard as shown on the plans. ' Entrance Terminal Supply and install 3/4" x 2' x 4 ' high plywood backboards in entrance terminal location. Plywood panels shall be securely attached to the building partition walls to support the weight of the relay panel terminals, power equipment and ' other hardware which will be mounted on the plywood boards . Paint panel with two coats of gray fire retardant paint. Supply and install one 110 volt duplex outlet at the terminal location as shown on the plans. ' Supply and install a 3/4" empty conduit , and k6 ground wire, from the entrance terminal location to the cold water pipe, or other suitable location for grounding of the telephone cable. Telephone Riser Requirements Provide 3/4" conduit from terminal to telephone outlets as shown on the plans. Conduits - General Information All conduits shall be rigidly installed, adequately supported and properly reamed at both ends. Sections of conduits shall be joined with approved ' couplings and conduit terminations in outlet boxes, pull boxes, etc., shall be made using approved fittings. Terminate metallic conduits using insulated metallic bushings. The conduits shall be run in the shortest straight runs wherever possible. No section of conduit run shall be longer than 100 feet or contain more than two 90 degrees bends. (A double offset is equal to one 90 degree bend). ' For sections of conduit runs longer than 100'-0", or containing more than two 90 degree bends, or containing a reverse bend, pull boxes shall be provided and installed. COMM. NO. 386 ' DIVISION 16 PAGE 26 FIRE ALARM SYSTEM SECTION 16721 FIRE ALARM SYSTEM , General The Contractor shall furnish and install a non-coded, Class A, 4 wire, ' limited energy type fire alarm sytem, as manufactured by Gamewell or approved equal by Simplex, Edwards, Notifier or Silent Knight. System Operation , Actuation of any alarm initiating device shall activate all alarm indicating devices continuously until the system has been manually silenced by an ALARM OFF switch or until the initiating device and control unit have , been restored to the normal condition. During an alarm condition the associated supervised zone lamp shall be ' illuninated on the control unit. System shall be furnished with a set of N.O. contacts which shall close on , an alarm condition and be capable of operating an automatic digital dialer. The system shall also have the capability of indicating the specified alarm initiating zone in the trouble condition. ' Activation of any alarm device shall also close smoke doors and dampers , and shut down air handling devices. ' Primary Operating Power Primary operating power for the system is obtained from a 120V, 60 Hz, single phase, 3 wire system with provisions for operating from a 24 volt ' D.C. standby supply during failure of the primary operating power for a period of 60 hours. Standby power source including batteries, charger, inverter and switches , shall be furnished with a panel. Control Unit ' The control unit shall be provided with the number of zones for alarm initiating devices as indicated on the plans, two fused 24 VDC circuits for alarm indicating devices , a trouble buzzer, isolated normally open ' accessory alarm contacts from each zone, and separate isolated single pole double throw contacts for both cion alarm and trouble conditions. Zones: ' a. Zone 1 - lower level b. Zone 2 - upper level c. Zones 3 & 4 - Spare ' Materials Pro ivTde Gamewell 3000 as manufactured by Gamewell , Alarmtronics . All equipment comprising the system shall be listed by Underwriters ' , laboratories, Inc. as a local system control unit. COMM. NO. 386 DIVISION 16 PAGE 27 FIRE ALARM SYSTEM ' SECTION 16721 FIRE ALARM SYSTEM (Cont'd) Components Manual stations shall be Model #M50-19 flush mounted. Fixed temperature detectors shall be #68818 and #68819. Smoke detectors shall be photo electric type #67940. Magnetic door holders shall be #FM-998. ' Horn shall be Model #66849-66862 flush mounted. Duct smnke detector #30003. Installation The system shall be installed in a non-conduit system in areas with ' accessible ceiling. Conduit shall be installed in exposed areas. All wiring shall be as indicated on the drawings. ' Make all connections as required by nanufacturer's instructions. Field Quality Control Complete system shall be inspected and tested by qualified manufacturer's ' representative. The manufacturer shall issue a certificate to the Owner stating the system ' was correctly installed and operating. Test shall be performed by person experienced in this type of testing and report shall include name of person performing test, name of owner 's representative observing test (if required) , date of test, list of equipment used, points where test was performed and test results. Test reports shall be included in maintenance manual. -End of Section- ' 1 COMMISSION NO. 386 PAGE 1 THE NEW CHURCH OF THE OPEN DOOR MAIN BAY VIEW ROAD SOUTHOLD, NEW YORK 11971 OWNERS CHURCH OF THE OPEN DOOR P.O. BOX 643 BECKWITH & TRAVELERS STREETS SOUTHOLD , NEW YORK 11971 1 (516) 765-2603 ARCHITECTS KEILLOR ARCHITECTS 1642 EDGEWOOD AVENUE SOUTH ST. LOUIS PARK, MN 55426 1 (612) 545-1324 MECHANICAL & ELECTRICAL TAC ENGINEEERING CO. INC. ENGINEERS CONSULTING ENGINEERS 629 MENDELSSOHN AVEIWJE SUITE 161 MINNEAPOLIS, MN 55427 1 (612) 542-8855 I HEREBY CERTIFY THAT THIS SPECIFICATION WAS PREPARED BY ME UNDER BY DIRECT SUPERVISION AND THAT I AM A DU",REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF NEW YORK SIGN RICHARD KEILLOR REGISTRATION NO. 017984 W vQ�O0 'a CA Oa FN COMM. NO. 386 INDEX TO SPECIFICATIONS PAGE 2 --------- INSTRXrIONS TO BIDDERS DIVISION 0 CONDITIONS OF THE CONTRACT DIVISION 1 GENERAL REQUIRlMENT5 DIVISION 15 SECTION 15000 GENERAL CONDITIONS i SECTION 15050 BASIC MATERIALS AND METHODS SECTION 15250 INSULATION SECTION 15300 SPECIAL PIPING SYSTEMS SECTION 15400 PL,UMBIN^, SYSTEMS SECTION 15450 PL,U4BINGG FIXTLRES AND TRIM SECTION 15650 REFRIGERATION SECTION 15800 AIR DISTRIBUTION SECTION 15900 ODNTROLS SECTION 15999 START UP AND TEST 00W. NO. 386 PAGE 3 INSTRUCTIONS TO BIDDERS EXAIIIMTION OF SITE AND DOC UMEWS Bidders shall examine all documents, shall visit the site and record their own investigations, and shall inform themselves of all conditions under which the work is to be performed at the site of the work, the structure of the ground, the obstacles which may be encountered, all of the conditions of the documents, including superintendence of the work, requirements of temporary heat, time of completion, furnishing a list of subcontractors, and all other relevant matters which may affect the cork or the bidding. The bidder shall base his bid on materials complying with the Plans and Specifications. INTERPREMMONS AND M113E.S BY ADDENDA If any bidder is in doubt as to the meaning of any part of the Plans and Specifications , he may submit a written request to the Engineer for an interpretation of that part. Any interpretation or change will be made only by addendum numbered, dated, and issued to each bidder on record of receiving a set of documents. The Owner or Engineer will not be responsible for any other explanations or interpretations of the documents. PREPARATION OF PROPOSAL Proposals shall be submitted in duplicate on the bidder's letterhead in the exact form that accompanies this specification. The bidder shall indicate the section or sections of the specification being bid and the dollar amount stated in writing and figures. Each proposal shall be securely sealed in an envelope bearing the following information: 1. Name and address of Bidder. 2. Name arra location of the project. 3. Type of contract and specification section or sections. Proposals will be opened in private. WI'1L OF BIDS A bidder may withdraw his proposal at any time before the time set for the opening of the bids, and a bid may be withdrawn thirty (30) days after the scheduled closing time for the receipt of bids if the Owner has not acted thereon. DEPOSIT A Deposit of $25 .00 will be required for each set of drawings and specifications issued. Such a deposit will be returned to the bidder upon return of the drawings and specifications in good and usable condition to the office of the Owner within fifteen (15) days after receipt of the bids. BID ME Separate proposals for each section of the work to be bid will be received at Ithe church offices of Church of the Open Door no later than COMM. NO. 386 PAGE 4 PROPOSAL FORM PROPOSAL FORM CHURCH OF THE OPEN DOOR P.O. BOX 643 BECKWITH & TRAVELERS STREETS i SOUTHOLD, NEW YORK 11971 Date: Gentlemen: The undersigned proposes to furnish and install all material , labor and equipment necessary and incidental to perform all work necessary for the portion of the job as described below for: The Church Building for the Church of the Open Door located on Main Bayview Road, Southold, New York 11971, in accordance with the plans and specifications, dated May 29, 1987, . Commission No. 586 , and all subsequent addenda thereto, as prepared by TAC Engineering Co., Inc. , 620 Mendelssohn Avenue, Minneapolis , Minnesota, 55427 for the consideration of the following amounts: BASE BID DOLLARS ($ ) Work Included: (Insert applicable cost breakdown for Section or Sections of the Specifications being bid as per the Instructions to Bidders. ) We acknowldge receipt of Addenda # , # , #_ I The undersigned has carefully examined the drawings and specifications including the Instructions to Bidders, the Conditions of the Contract, and General Requirements, and furthermore, has carefully examined the site of the proposed work. If the above proposal is accepted, the undersigned hereby agrees to execute a lump sum contract with the Owner for the work involved. If this proposal is accepted within 30 days, we will begin working in ■ compliance with the schedule set up by the Owner for performance of the work J� bid. The Owner reserves the right to reject any or all bids , or waive any ' informalities in the bidding. X ,Legal Title of Contractor X Signed (Authorized Officer) COW. NO. 386 PAGE 5 DIVISION 0 CONDITIONS OF THE CONPRACT 0-1 GENERAL CONDITIONS Articles 1 through 14 of the General Conditions of the Contract for Construction, Standard Form of the American Institute of Architects , document A-201 , latest editions, are a part of each section of this specification as ' if bound herein. If desired, copies may be obtained from the Owner or the Architect for examination. It is the responsibility of the Contractor to became familiar with these articles. 0-2 SPECIAL C06DITIODS The following items are special conditions that modify and take precedence over that article of the General Conditions referred to in the heading of each item. 0-2.1 CONTRACTOR, ARTICLE 4 DEFINITION - The term General Contractor shall refer herein to the owner as builder or owner/builder. The term Subcontractor or Contractor shall include any person or organization that has a direct contract with the Owner/Builder to perform any of the work set forth in these documents. 0-2.2 PERMITS AND F03MATIONS, ARTICLE 4 DEFINITION - The Contractor shall secure and pay for all permits required for the construction of this project. Permits required for any subcontract work shall be secured and paid for by the applicable Subcontractor. The bidder is assumed to have made himself familiar with all federal , state, and local laws , ordinances , regulations and building code requirements applicable to work regulations and building code requirements applicable to work hereunder and no plea of misunderstanding will be considered on account of the ignorance thereof. The Contractor shall faithfully amply with the covenants of all such documents. 0-2.3 SANS TAX, ARTICLE 4 The state sales tax of all taxable items shall be paid by the Contractor and included in this contract, unless provision is made by the Owner to use his tax exempt status. 0-2.4 SEPARATE CONTRACTS, ARTICLE 6 1 6.3 CUTTING AND PATCHING - The Contractor(s) shall leave openings in the walls, floors, ceilings, partitions, etc., where shown on the drawings, or otherwise necessary to receive mechanical and electrical work. The electrical and mechanical contractors shall furnish full information as to locations and dimensions, including provisions and proper setting of sleeves and conduit in such time as to cause no delay to work of the General Contractor. OOMM. W. 386 PAGE 6 DIVISION 0 CONDITIONS OF THE CONTRACT Should any cutting and patching be required on account of failure of other Contractors to give the General Contractor proper information at the time required, such cutting and patching shall be done at the expense of the Contractor at fault , by mechanics experienced in the particular trade involved. It shall be the responsibility of the Contractor to coordinate all trades in the proper and timely execution of their work and to notify them of , the construction progress reasonably in advance of their work. 0-2.5 PAM4M1S AND C24PLETION, ARTICLE 9 9 .2 PROGRESS PAYMUM - On or about the first of each month, the Contractors shall make application to the Owner for payment of the previous month 's work, based on an itemized breakdown of all monies paid out or cost incurred by him on account of the work. 9 .3 .3 LIEN WAIVERS - At the Owner's request the Contractor shall furnish lien waivers with each application for payment to the Owner in the full amount of all work furnished by the Contractor , his Subcontractors , materials suppliers, or other persons furnishing labor and/or materials to this project. 0-2.6 INSURANCE, ARTICLE 11 11 .1 CONTRACTOR ' S LIABILITY INSURANCE - The Contactor shall purchase insurance coverage which will be maintained during the life of the contract . The comprehensive general liability insurance shall provide all of the following coverages: Operations of the Contractor Operations of the Subcontractor Products/completed operations Broad form contractual liability Broad form property damage [including completed operations] Personal injury liability [peril A,B,C. ] Employees as additional insureds Property damage hazards of explosions, collapse, underground. Worker 's compensation coverage is to be provided as per state statutes and employer's liability. 11 .2 OWNER'S LIABILITY INSURANCE - The Owner shall purchase and maintain during the life of the contract Owner's protective liability insurance. 11 .3 PROPERTY INSURANCE - The Owner shall purchase and naintain during the construction period Builder's Risk coverage for the full insurable value of the project. 11.4 HOLD HARMLESS AGREEMENT - The Contractor shall effect and maintain public and protective liability and property damage and contingent liability insurance to cover the operations of Subcontractors such that the Engineer will be protected from all claims for damage including bodily injury, disease, or death and care and loss of service. -End of Section- , CONN. ND. 386 PAGE 7 DIVISION 1 GENERAL REQUIRR4WrS ' 120 TE[PORARY pAca I= The Owner/Builder will maintain a job office at the site, and will maintain a set of plans, specifications and shop drawings, in a neat and orderly manner. Telephone facilities shall be made available, however , long distance phone calls will be paid for by the Contractor or person making the call. The Owner/Builder will provide sanitary facilities in accordance with state and local ordinances. Water will be provided only after service is complete . Each Contractor requiring Hater must make his own provision. Temporary power is provided under the electrical contract. -End of Section- COMM. NO. 386 DIVISION 15 PAGE 8 GENERAL CONDITIONS SECTION 15000 GENERAL CONDITIONS 15001 CONTRACT REQUIR[NETTPS All provisions and conditions of Division 0 and Division 1 with the modifications and references noted shall be part of this specification (Divisions are included). It shall be the Contractor's responsibility to understand and comply with these requirements without exception. All references to "this Contractor" or "the Contractor" shall be construed to indicate the Mechanical Contractor. Indication of the drawings or in the specifications of material , articles , systems or methods requires that the Contractor supply each item mentioned of no less than quality noted, perform each operation indicated and provide all labor, equipment and material necessary for a complete installation. Refer to other sections and schedules for work related to and in conjunction with this work. 15002 SCOPE OF FORK The Contractor shall furnish all labor , material , equipment and accessories to provide an acceptable operating system. The system shall include items shown on the plans, mentioned in these specifications and all parts necessary for the installation of a complete system though not specifically mentioned. 15003 GOVERNING CODES The material , equipment and installation shall comply in all respects with the latest applicable state, county and local codes. When drawings or specifications conflict with these requirements, the Contractor shall , notify the Engineer in wiring prior to commencing with the installation. All requirements of the applicable codes and regulations shall be considered as minimum requirements and shall be taken into account when bidding . Extra payments will not be allowed to cover work required to have the installation meet the requirements of any code or regulation. 15004 PERMITS, LICENSES, FEES AND SERVICE 01A GES A Refer to Division 0, Conditions of the Contract. 15005 CORRELATION OF FORK The Contractor shall consult the drawings and specifications of the other trades and make installation without interferring with other installers. Verify dimensions, details, locations, etc. , with architectural and structural drawings . Minor changes or routing of ducts, pipes and location of equipment to avoid conflict with other trades may be required, without extra cost to the Owner . If such changes do not constitute a change in the intent of the system, such conflicts shall be resolved in the field. Major alterations, deletions or questions of intent shall be referred for decision to the Architect/Engineer. COMM. NO. 386 DIVISION 15 PAGE 9 GENERAL CONDITIONS 15006 MATERIALS AND METHODS All material and equipment shall be new and of best quality, produced by nationally recognized and substantially established manufacturers . The type and weight of material used for each purpose shall be as hereinafter specified and all material shall conform to the requirements of the latest ASTM standard specification for that material. It is the intent of these plans and specifications that all material and equipment shall amply with the current ASHRAE Standard 90-75. A schedule listing all material and equipment that are proposed shall be submitted within 10 days after bids are opened. The schedule shall include manufacturer's names, model numbers and description. Each item shall be identified by number consistent with that of these specifications. If such list is not presented within the scheduled time, material shall be as specified. The schedule shall list all proposed subcontractors . The Engineer shall issue a letter of preliminary acceptance or rejection of all or any part of the submitted schedule. Such acceptance will be conditional and subject to review of the complete shop drawings for deviations from the specifications. 15007 SHOP DRAWINGS Prior to ordering any equipment, this Contractor shall submit for review a minimum of four complete sets of shop and equipment drawings. Each drawing shall have a clear space of approximately 30 sq. in . for stamps and notations. The drawings submitted shall be identified with the project title, specification section number, item identification and supplier's and /or manufacturer's name, address and telephone number . Drawings shall also bear the stamp of the Contractor as evidence that the drawings have been checked, including all field dimensions. Any drawings submitted without this stamp of approval will not be considered and will have to be resubmitted. Drawings shall include all pertinent manufacturer's information showing that the material or equipment complies with ASHRAE 90-75 . This will include but not be limited to co-efficient of performances, efficiencies, power factors etc. The review of shop drawings will be general and shall not be construed as: a. Permitting any departure from the contract documents. I b. Relieving the Contractor of the responsibility for any error in detail, dimensions or otherwise that may exist. C. Approving departure frau additional details of instructions previously furnished by the Architect/Engineer. 1 CCMK. NO. 386 DIVISION 15 PAGE 10 GENERAL CONDITIONS 15007 SHOP DRAWINGS (Cont'd) The manufacture or construction of any piece of equipment, device, frame- work or other item for which shop drawings are required to be furnished shall not commence prior to review of the appropriate shop drawings except at the risk of the Contractor. 15008 OPERATION MANUALS , The Contractor shall submit prior to final acceptance of the installation two complete bound operation manuals covering all equipment furnished by ' him or his subcontractors . The manual shall include reviewed shop drawings , internal wiring diagrams, lubricating, maintenance and operating instructions. The address and telephone number of the Contractor, manufacturer's agents, utility oompanies and emergency service organizations shall be listed on the fly sheet of the manual. The Contractor shall instruct the Owner 's representative as to proper operating procedures of all equipment furnished by him or his subcontractors. Written acceptance of the equipment acknowledging said instructions signed by the Owner shall be submitted to the Engineer prior to approval of final payment. 15009 Cf7ITING AND PATCHING Refer to Division 0, Part 0-2.4, of this specification. 15010 EXCAVATING AND BACKFILLING r The Mechanical Contractor shall perform all excavating and backfilling required to properly install his work. Any necessary shoring or bracing to provide safe working conditions or to protect existing structures are a requirement of this Contractor . During excavating operations, this Contractor shall keep the trenches free of water by pumping or bailing at his own expense. All buried piping shall be installed on a stabilized trench bottom with the pipe supported on the straight run and no load on the bell connections. No backfilling shall be done until the installation is inspected, tested and approved. Backfill material shall be free of debris and properly tamped in 6" layers to restore the excavation to final grade. If tunneling is required, it shall be done in a manner approved by the local authorities or any other parties affected. This Contractor shall be responsible for replacement of existing street paving, curbs, sidewalks, etc., removed or damaged by him in the course of the work unless such pavement, curb, sidewalks etc., are scheduled for reconstruction under the general contract. COW. NO. 386 DIVISION 15 PAGE 11 GENERAL CONDITIONS 15011 CLEANING The Mechanical Contractor shall keep the work area clean and free of haste. Materials delivered to the job site shall be promptly stored in an area to minimize congestion or interference to the orderly progress of the project. Debris of any nature shall be removed from the exterior and interior of all ' mechanical equipment, pipes, ductwork and accessories prior to operation of the system and/or final inspection. 15012 PAINTING All painting except as specifically mentioned for an individual item shall be by the General Contractor. 1 15013 ELECTRICAL CONNECTIONS The Electrical Contractor will provide all power outlets for this Contractor's equipment; furnish and install all power wiring, consisting of ' wiring from power outlet to starter and from starter to motor for motors furnished by this Contractor, and furnish and install empty conduit from magnetic starters to remote pushbutton and control stations, except as otherwise specified or indicated; and make final connections to power outlets . This Contractor shall install all equipment furnished by him and furnish and install all other wiring in conduit, required for his equipment, except as otherwise specified or indicated. Final connections I to motors and controllers shall be made thru an 18" long section of flexible metal conduit . All control wiring shall be by the Mechanical Contractor. 15014 STARTERS AND CONTROLLERS Provide all starters, controllers, capacitors and switches required for the operation of all motors in this contract. They shall be turned over to ' the Electrical Contractor for mounting. They shall be of proper size, type and style to meet all requirements of the motor operating loads and current characteristics. All starters , controllers and switches in finished rooms shall be recessed unless otherwise indicated, and provided with plates to match the light switches. 15015 IDRUIFICATION PLATES AND VALVE TAGS Each starter, switch or pushbutton shall be identified with adhesive backed plastic labels similar to "Dymio-Mite", clearly indicating the function of each device. All valves not immediately adjacent to the device controlled shall have a metal tag fastened to the valve stem with a chain. The purpose of the valve shall be so stated, with plastic labels affixed to the tag. 15016 STRUCTURAL PENETRATIONS All spaces formed between wall, floor , and ceiling or other structural penetrations by pipe, conduit or ductwork will be installed with "fire stops". Material shall not be affected by temperature changes or pipe, conduit or duct movement and shall be finished flush with wall, ceiling, floor or structural surfaces. COMM. NO. 386 , DIVISION 15 PAGE 12 GENERAL CONDITIONS 15017 ELECTRIC MOTORS All 1 to 50 H.P., 1 phase motors furnished either as an integral part of a factory assembled piece of equipment, or separately shall be Gould E-Plus , Marathon, or equal, and shall meet or exceed the following specifications. General , 1. Motors will be built in accordance with current NEMA Standards (W-r-1), except as noted in these specifications. 2. Motors will be NEMA design B unless otherwise noted. , Insulation System 1. Insulation system employed will have been tested by the manufacturer and will be Class B or F. , 2. Temperature rise will be in accordance with NEMA limits for the class of insulation, service factor and enclosure specified. 3. Unless otherwise noted, motors will be rated for 40 degree C ambient operation. Energy Efficiency 1. Motors with synchronous speeds 1800 RPM and 3600 RPM and drawing more than 1 KW at full load must have a power factor rating at full load and rated voltage of at least 858. 2. The apparent efficiency (P.F. x Eff. ) will meet or exceed the values in Table 1 when the motors are tested in accordance with IEEE Test Procedure 112A, Method B. HP APPARFTP EFFICIENCY* HP APPARENT EFFICIENCY* 1 66.98 15 75.98 1-1/2 69.78 20 76.58 2 70.68 25 76.88 3 71.98 30 77.88 5 73.48 40 78.68 7.5 75.98 50 78.88 10 75,08 *Apparent efficiencies are 4 pole ratings. Test and Test Data 1. motors will be 1008 production tested & Q.C. checked, to assure compliance with this specification. 2. The insulation system will be tested by procedure outlined in NEMA MG1-12.03. 3. A load test will be performed on each motor to assure compliance with the energy-efficiency section of this specification. , 4. Typical test data on each motor will be available if requested. -End of Section- , OOAM. NO. 386 DIVISION 15 PAGE 13 BASIC MATERIALS AND METHODS SECTION 15050 BASIC MATERIALS AND METHODS 15060 PIPE AND PIPE FITTINGS All waste , vent and water piping shall comply with New York State Plumbing Code. All refrigeration piping to comply with code and manufacturer 's recommendations. 15063 COPPER PIPE All water lines above grade shall be Type M. All water lines in ground shall be Type K with flared connections. ' 15064 CAST IRON & PLASTIC PIPE All waste and vent piping serving plumbing fixtures to comply with local and state codes requirements. 15080 PIPING SPECIALTIES Provide dielectric couplings or unions at any point that copper tubing joins steel piping or equipment. Dielectric unions are not required on heating and cooling closed circuit piping systems . Water supply connections to fixtures or equipment which have submerged inlets or inlets which are below the spill line of the fixture or equipment shall be ' provided with an approved vacuum device or air gap arrangement. 15084 VENT CAPS Vents passing through the roof shall be not less than 3" diameter with approved frost jackets and shall extend 12" above the roof. 15085 TRAPS Shall o=nply with the New York State Plumbing Code. 15086 VAC" BREAKERS ' Shall comply with the New York State Plumbing code. 15092 WALL SEALS Sleeves through masonry walls and floors shall be provided with ample roan for insulation and pipe movements. Sleeves through masonry walls shall be galvanized steel pipe, through floors 22 ga , galvanized iron. Space between pipes and sleeves shall be sealed flush with the ends of the ' sleeves . Sealant material shall form a waterproof seal not affected by temperature changes or pipe movements. Furnish and install chrome plated escutcheons with set screws where exposed pipes pass through floors or finished walls . Drains and water piping within cabinets shall be considered exposed areas and shall be fitted with escutcheons. 15094 HANGERS AND SUPPORTS Shall comply with the New York State Plumbing Code. CCM. NO. 386 DIVISION 15 PAGE 14 BASIC MATERIALS AND NMOD6 15100 VALVES AND FAUCET'S , Isolation valves shall be installed to isolate all plumbing fixtures and their related system to allow servicing without draining the system. Stops shall be installed on all fixtures and equipment connections. Provide drainage valves at the low points of the plumbing systems. Valves shall be Crane, Jenkins, Nibco, Red & White, Kitz, Apollo, or Watts, , designed for a working pressure of 125 psi. Water valves 2" and smaller shall be bronze body for sweat connections with bronze trim and of rising sten design. 15101 GATE VALVES Gate valves shall be Nibco model No. S-29 bronze for 200 prig WOG. , 15104 ALL VALVES Ball valves shall be comparable to Apollo $70-200 for 600 lb. WDG. 15109 WALL FAUCET Install where indicated Woodford Series 25 cast brass non-freeze heavy duty automatic draining wall hydrants with 1" IPS brass casing with 3/4" pipe connections and 3/4" standard hose outlet with vacuum breaker. 15123 AUTOMATIC TEMPERATURE & PRESSURE RELIEF VALVES , Furnish and install temperature/pressure relief valves with piping extended to 12" above floor sink or floor drain. 15183 ACCESS PANELS The General Contractor shall furnish and install all access panels as required for plumbing and HVAC equipment. 15184 TESTING All waste, vent, water and gas piping shall be tested at the expense of the Contractor before any part of the system is concealed. Tests shall be conducted as required by local and state ordinances and shall be made in the presence of the proper inspector. -End of Section- , COW. NO. 386 DIVISION 15 INSULATION PAGE 15 ' SECTION 15250 INSULATION 15251 F7QiAUST & HV UNITS All duct connections to mechanical equipment shall be made with flexible duct connectors. 15252 DOM STIC WATER PIPING INSULATION All domestic hot and cold water piping shall be insulated in compliance with New York State Building Code. Insulation may be fiberglass with duotemp jacket Armaloc II, Armaflex II or Accotherm molded insulation. Fittings shall be similarly covered with ' molded insulation and jacket. Danestic cold water piping mains and risers shall be covered with 3 .25 lb. fiberglass insulation and duotemp jacket 1/2" thick on pipes 2-1/2" or smaller. Armaflex II pipe covering in nominal 3/8" wall thickness for pipes sized to and including 3" IPS and with 1/2" wall thickness on larger sized pipes will be accepted. Armaflex shall be slipped on prior to erection wherever possible with end joints sealed with 520 adhesive or the Armaflex insulation shall be slit ' and applied to the pipe with longitudinal seams and butt joints sealed with 520 adhesive. Where slit covering is used the insulation will be bonded at 12" intervals with 5/8" wide nylon snap bonds. Fitting cover insulation shall be fabricated and installed according to the manufacturer 's recommended procedures . Threaded fittings shall be insulated with sleeved fitting covers fabricated from mitered-out pieces of Armaflex II insulation. Sweat fittings may be insulated by using the slip around technique. 15253 REFRIGERATION PIPING INSULATION Refrigerant piping to be insulated with Armaflex or per manufacturer 's recommendations. 15256 UNDERGROUND PIPING INSULATION All cold water piping installed under floor in earth shall not be insulated. 15258 DUCT INSULATION The Contractor shall insulate all square or rectangular supply and transfer ductwork with 1"-1-1/2 lb. neoprene coated duct liner. Insulation shall be lapped in the direction of air flow and applied with insulation adhesive and pins 12" on center. All round supply, return, outside air and combustion air ductwork shall be insulated externally with 1" fiberglass insulation. All exhaust ductwork above upper level ceiling to be insulated with 1", 1-1/2" lb. neoprene coated duct liner. 15261 EQUIPMENT INSULATION All heat generating and cooling equipment casing shall be insulated in compliance with ASHRAE 90-75. -End of Section- 1 CCMM. NO. 386 DIVISION 15 PAGE 16 SPECIAL PIPING SYSTEMS SECTION 15300 SPECIAL PIPING SYSTEM , 15380 FUEL HANDLING SYSTEM Underground fuel storage tank, piping and pumping system. Tank shall be Owens Corning Fiberglass Corp. Fiberglass reinforced polyester underground storage tank, 550 gallon capacity, with fill, vent, suction, return and fuel guage taps. Locate tank where indicated on concrete ballast. Installation including hold down strapping to be consistent with the manufacturer 's reccnuendations. Ballasting shall be sufficient to hold down empty tank. , Provide fill , vent , suction isolation valve, float valve and strainer, return piping as indicated on the Drawings. Provide liquidometer remote fuel gauge with 100 gallon increments from 0-600 gallons. -End of Section- , r r r r r r r COMM. ND. 386 DIVISION 15 PAGE 17 PLUMBING SYSTEMS SECTION 15400 PLUMBING SYSTEMS 15401 Q7LD WATER SYSTEM 15401.1 Water Service This Contractor shall install a .2" domestic water service from the municipal water supply system. This Contractor to furnish and install a 1-1/2" domestic water meter. 15401.2 Disinfecting Water Pi ing ' The domestic water piping installed by this Contractor shall be: 1. The pipe system shall be flushed with clean potable water until no dirty water appears at the points of outlet. 2. The system or part thereof shall be filled with a water chlorine solution at least 50 parts per million of chlorine and the system or part thereof shall be valved off and allowed to stand for 24 hours , or 3. The system or part thereof shall be filled with a water chlorine solution containing at least 200 parts per million of chlorine and ' allowed to stand for 3 hours. 4. Following the allowed standing time the system shall be flushed with clean potable water until no chlorine remains in the water caning from the system. r15401.3 Cold Water Distribution System This Contractor shall install a complete cold water distribution system as shown and sized on the drawings. Piping shall be installed with allowances for expansion and contraction without restriction. Provide uniform grade to all horizontal pipes and provide drains at all low ' points. 15402 HOT WATER SYSTEM 15402.1 Hot Water Distribution System This Contractor shall install a complete hot water distribution system as shown and sized on the drawings. ' 15402.2 Water Heater M-1 Shall be A.O. Smith, or Rheen, comparable to A.O. Smith #ROF-30 oil fired water heater with 30 gallon glass lined tank. Furnish complete with all safety and operating controls including pressure/temperature relief valve, 3 year limited warranty, anode rods. Input 91,000 BTU, recovery rate 79 gph at 100 temperature rise. 1 1 COW. NO. 386 ' DIVISION 15 PAGE 18 PLUMBING SYSTEMS ' 15405 SOIL AND MSTE SYSTEM , 1_5405.1 Building Drain and Vent Install a continuous waste and vent system serving the various fixtures of the site indicated on the drawings . Horizontal drains shall pitch , toward the sewer 1/4" per running foot where practical but not less than 1/8" per foot in any portion of the system. Connect sewer to septic system as shown on plans . Septic system by others. Provide frost , jackets on all vent stacks and entend 12" above roof. 15405.2 Sewage Ejector SE-1 Furnish and install a hydromatic (or approved equal by Enpo, Weil , Kenco , or Wheeler ) #SK50 M1 sewage ejector. Ejector shall have capacity of 40 gpm at a 16 ft. head with 4/10 HP, 1750 RPM, 115-1-60 motor . Furnish with #60389-010-7 control panel, pump alternator and alarm test buttons. Pump shall be built for submersible duplex application with permanently lubricated bearings , stainless steel shaft, cast iron housing, 3" discharge and hand off-on-auto selector switch, and contactors. Provide ' 36" x 60" Jackel fiberglass tank with gas tight duplex cover. Provide couplings at top for motor removal . Provide hydromatic #390 control floats - three each . Provide vent connection and sewer connection with check valve and shut-off valve. , 15405.3 Sanitary and Vent Pipi Sanitary and vent piping shall be subject to and hold an air test of 5 , ng psig for 15 minutes. 15421 FLOOR DRAINS ' Shall be Josam, Wade or turn, comparable to Josam Series as listed below: a. FD-1 - Series 30,000-A with satin Nikaloy tops. b. FD-2 - Series 32,100 with cast iron grate. , 15427 ANTI-SYPHON EQUIPMENT All fixtures with threaded water supply fittings shall be equipped with vacuum breakers. All such devices shall comply with the New York State Plumbing Code. -End of Section- , COMM. NO. 386 DIVISION 15 PAGE 19 PLUMBING FIXTURES AND TRIM SECTION 15450 PLL?-MING FIXTURES AND TRIM ' 15451 FIXTURES AND TRIM Plumbing fixtures shall be equal to the specified manufacturer 's item listed below. Fixtures acceptable as comparable are Kohler and Eljer. All fixtures and accessories shall be grade A quality and shall have attached the manufacturer's label indicating such quality. Provide escutcheons on all waste and water penetrations through wall . This shall include penetrations in wall below or in cabinet work. All exposed traps, escutcheons, faucets, stop valves and trim shall be chrome plated brass. The Contractor shall locate all fixtures as indicated on the plans anb shall protect them from injury with suitable Covers. Such protection shall be the Contractor's responsibility until final acceptance of the ' installation. P-1 - WATER CLOSETS American Standard elongated water saver "Cadet" #2109.405 vitreous china closet; seat shall be Church #9500NSSC with open front white seat less Cover; #3405.016 chrome plated angle supplies. ' P-lH - %ZATER CLOSETS - HANDICAPPED American Standard elongated "Cadet" #2108.408; Church #9500NSSC open front seat less cover; #3405 . 016 chrome plated angle supplies. P-2 LAVATORIES American Standard "New Lucerne" #0355.012 vitreous china, wall hung 20" X 18" with overflow and faucet drillings on 4" centers with Symmons #S-90-2-G chrome plated single lever indexed faucet, aerator, perforated drain, 17 gauge chrome plated "P" trap with cleanout plugs, supplies, escutcheons and stops. Carriers to be Josam #17000. P-2A- LAVATORIES American Standard "Aqualyn" #0476.028 vitreous china with #2385 .078 Reliant single lever faucet with #2411.015 perforated grid drain. Provide with American Standard #2303 .154 angle supplies with wheel handle stops; "P" trap. P-3 - URINAL - HANDICAPPED American Standard "Trimbrook" #6560.015 vitreous china siphon jet urinal with #451 Delany water saving flush valve with vacuum breaker. ' P-4 SINK Republic "Heritage" #HT2521 single compartment 20 gauge self ' rimming stainless steel sink with sound absorbing undercoating with Symmons #S-93-2 stainless steel strainer, 4 hole drilling, chrome plate single lever indexed faucet, aerator and spray. COMM. NO. 386 , DIVISION 15 PAGE 20 PLUMBING FIXTURES AND TRIM 15451 FIXTURES AND TRIM (Cont'd) , P-5 - KITCHEN SINK , Elkay "Lustertone" #DLR-3322-10 double compartment 18 gauge 10" deep stainless steel undercoated bowls; #4200.023 single handle faucet with spray; #LK-335 stainless steel strainers, trap and ' angle supplies. P-6 - SERVICE SINK American Standard "Lakewell" #7692.049 cast iron with "Heritage" faucet with indexed lever handles, vacuum breaker and stops. Furnish with 3" cast iron trap with cleanout. P-7 -WATER COOLER ' Elkay #EHF-8 self contained surface mounted stainless steel electric with self closing push bar, one piece backsplash, stream , guard, inline flow regulator, mounting bracket, A.R.I. capacity of 8 .8 gph of 50 degree water at 800 roan temperature with Josam #17900 carrier. 15452 FIXTURE CARRIERS Provide Josam, Wade or Zurn, comparable to Josam, to support urinals and water cooler. , 15460 REQUIREMENTS FOR HANDICPPED This Contractor shall install applicable fixtures to comply with state and local codes providing for use by the handicapped. All exposed waste and water piping including "P" trap shall be covered with 1/2" preformed Armaflex pipe and fitting insulation to present a ' finished appearance and surface suitable for painting. -End of-Section- , 1 COW. NO. 386 DIVISION 15 PAGE 21 ' AIR DISTRIBUTION ' SECTION 15800 AIR DISTRIBUTION 15810 HEATING AND VENTILATING Shall--be Reznor or Carrier, comparable to the Lennox units listed below. Units shall be furnished with all operating and safety controls. Units shall be UL certified for fuel oil. All motors 120V, 1 phase, 60 cps. ' HV-1 shall be Carrier model #58HH-85-110CA, heating capacity 85,000 BTUH, 1,240 cfm @ .5" external static pressure with 1/3 H.P. motor. ' HV-2 shall be Carrier model #58HH-125-110CA, heating capacity 125,000 BTUH, 2,060 cfm @ .5" external static pressure with 3/4 H.P. motor. ' HV-3 shall be Carrier model #58HH-125-110CA, heating capacity 125,000 BTUH, 2,060 cfm @ .5" external static pressure with 3/4 H.P. motor. HV-4 shall be Carrier model #58HH-125-110CA, heating capacity 125,000 BTUH, 2,060 cfm @ .5" external static pressure with 3/4 H.P. motor. HV-5 shall be Carrier model #58HH-85-110CA, heating capacity 85,000 BTUH, 1,670 cfm @ .5" external static pressure with 1/3 H.P. motor. Units to be provided with filters. ' 15817 PREFABRICATED CLASS A VENTS Furnish and install Metalbestos or Duravent A.G.A. and Underwriters' ' approved Class A venting system as indicated on the drawings for furnaces and water heater . Installation shall include drip tee, roof jack, collar and rain cap. The entire assembly shall be installed with fire stops and with clearances from combustible material to comply with codes and manufacturer's recannendations. 15829 BUILDING EXHAUST SYSTEM 15829.1 Installation Exhaust ductwork shall be galvanized steel and constructed to amply with state codes, and the recommended practices of ASHRAE. Ducts shall be ' insulated according to the requirements of Section 15250 of this Specification. 15829.2 Exhaust Fan EF-1 To be Greenheck Model #CSP-60 having a capacity of 640 cfm @ 375" external static pressure with a sound rating of 4 sones, 120V, 1 phase, 60 Htz. Provide with model #RC-60 aluminum roof cap with integral birdscreen. 15829.3 Exhaust Fan EF-2 To be Greenheck Model #CSP-60 having a capacity of 700 cfm @ .25" external static pressure with a sound rating of 4.3 sones, 120V, 1 phase, 60 Htz . Provide with model #RC-60 aluminum roof cap with integral ' birdscreen. COMM. NO. 386 DIVISION 15 PAGE 22 , AIR DISTRIBUTION 15829.4 Exhaust Fan EF-3 , To be Broan Model #688 having a capacity of 50 cfm with 120V, 1 phase, 60 Htz. Provide with roof cap with integral birdscreen. 15841 LOW PRESSURE DUCTWORK All ductwork to be constructed and installed to conform to the best practices outlined by the 1979 ASHRAE Guide. , 15841.1 Steel Ductwork Rouna7_a_nT rectangular ductwork shall be of the following sheet metal gauges: Duct Width - Inches U.S. Standard Gauge 4-12 26 12-30 24 ' 30-60 22 61-75 20 76-118 18 , 15841.2 Prefabricated Fiberglass Ductwork Ductwork shall be fiberglass equal to Knauf , Certainteed or Johnson- Manville . Installation shall conform to the latest SMACNA Standards for , fiberglass duct construction and installation. All ductwork installed above insulated ceilings shall be fiberglass. 15849 DUCT HANGERS AND SUPPORTS , Duct hangers shall be installed neatly, straight and as inconspicuously as possible where ducts are located in finished spaces. , 15861 MANUAL DAMPERS Adjustable dampers shall be installed in all main and branch ducts . Larger dampers shall be stiffened, easily operated and tight fitting. ' 15862 GRAVITY BACKDRAFT DAMPERS All exhaust fans shall be furnished with automatic backdraft dampers. 15863 MOTORIZED OUTSIDE AIR DAMPERS Shall be Prefco, Ruskin or Safe-Air Model #757 energy/shield dampers. ' Damper blades to be hollow twin skin stainless steel air foil design to minimize pressure drop. Blades shall be fitted with a ccmpressable, extruded, flame resistant edge seal, mechanically interlocked to the blade. Adhesive backed gasket tape will not be acceptable. ' Blades will be enclosed by stainless steel bearings forming a tight seal at each blade end creating a dead-air space to reduce temperature , transmissions. Blade drive system will be through two fine toothed stainless steel gears transmitting drive shaft torque through dual rotary cams to the blade ' bearings. All linkage shall be contained in the damper frame to eliminate ' additional air flow turbulence and vibration and to protect the linkage from damage or corrosion. COMM. NO. 386 DIVISION 15 PAGE 23 ' AIR DISTRIBUTION Damper shall leak no more than 3.6 cfm per sq. ft . at 4" W.G. Pressure ' drop across fully opened damper will not exceed .13" W.G. at 4000 M. Supporting data shall be part of submittal documents and shall be the results of tests in accordance with AMCA Standard 500-1. 15866 TURNING VANES All main ducts shall be equipped with air foil turning vanes. All duct ' connections to mechanical equipment shall be made with flexible duct connectors. 15870 GRIIS,FS, REGISTERS AND DIFFUSERS Shall be Krueger or Ameriflow as indicated below. All grilles, registers and diffusers shall have #49 white factory finish. ' SD-1 - Ameriflow #410 floor diffuser SD-2 - Krueger #1400-23 ceiling diffuser lay-in type SR-1 - Krueger #880V double deflection sidewall supply register RG-1 - Krueger #S80H high sidewall return grille TG-1 - Krueger #EGC-S-TB ceiling transfer grille TG-2 - Krueger 080-sidewall transfer grille (lay-in) E3-1 - Krueger #IGC-S-TB ceiling exhaust registers (lay-in) EG-2 - Krueger #IGC-5 ceiling exhaust registers (surface mount) Air extractors - #EX88 - Type A, B & C ' 15871 OUTSIDE AIR LOUVERS Shall be Cesco-Advanced Air Model #SIS4-X-WP-30 degrees of the size as indicated on the drawings. Provide with factory paint grip finish with field painting by General Contractor. ' 15879 SMOKE DETECTORS Furnish and install smoke detectors in supply and return ductwork for units indicated on plans. -End of Section- , 1 COW. N0. 386 ' DIVISION 15 PAGE 24 CONTROLS SECTION 15900 CONTROLS 15930 PRIMARY CONTROL DEVICES ' 15930.1 General The Mechanical Contractor shall have the sole responsibility of ' providing a complete control system to supplement the operating and safety controls of the heating/ventilating units to accomplish the sequence of operation outlined below. Controls shall be Honeywell or White Rogers electric operated. , This Contractor shall submit four (4 ) sets of drawings for review, listing all components and indication of proper installation and wiring , diagram. Upon completion of installation all controls shall be calibrated, tested and adjusted for proper operation. Controls shall have a one year guarantee. , 15930.2 Water Heater WH-1 Shall be furnished with packaged control system. 15930.3 HV-1 THRU HV-5 ' Furnish and install Honeywell T7400/W7400 - 7 day programmer thermostats with individual day programming, night set back control for , heating with override timers and transformers. During the occupied period, the circulating fans shall operate continuously. With the selector switch in the heating position, the , space thermostats shall cycle the burners as required to maintain space temperature. Outside air dampers shall be open to admit the following cfms: ' HV-1 150 cfm HV-2 525 cfm HV-3 525 cfm ' HV-4 600 cfm HV-5 150 cfm During the unoccupied periods, the outside air dampers shall be closed , and the circulating fans shall operate only on a call for heating at the night set back setting. , Power wiring for units shall be by the Electrical Contractor. All control wiring and interlock wiring shall be by the Mechanical Contractor. ' 15930.4 Exhaust Fans EF-1, 2 & 3 Shall be controlled by light switches furnished and installed by the ' Electrical Contractor. OCMM. NO. 386 ' DIVISION 15 PAGE 25 CONTROLS ' 15930.5 Locks and Covers All controls accessible to the public and/or the employees shall be located approximately as shown and provided with a complete tamperproof ' cabinet or lock, all of which shall have a common key for the adjustment of the Owner only. 15930.6 Set Points and Range All controls shall be of the adjustable set point type and shall have an adjustable range compatible with the manufacturer's standards, but in no case less than plus or minus 10 degrees F of the set points referred to above. -End of Section- COW.. NO. 386 DIVISION 15 PAGE 26 ' START UP AND TEST SECTION 15999 START UP AND TEST ' This Contractor shall properly put all mechanical equipment into operation after first testing all safety devices and operation ' controls . When equipment is properly lubricated and performing to amply with these specifications, this Contractor shall instruct the Owner ' s representative as to the necessary operating and maintenance ' procedures. The Contractor shall test the systems at his own expense with proper , instruments to insure proper air quantities, air temperatures , refrigeration system operating pressures and current consumption of all electrical motors employed in the mechanical system. After the necessary adjustments to all regulating devices, the Contractor will , submit to the Engineer the following tabulated information: Velocity of all supply diffusers and registers ' Cfm of all supply diffusers and registers Cfm of all return registers and exhaust grilles Total static pressure across the HV units Outside air DB and WB ' Entering mixed air temperature Leaving air temperature Inside DB and WB , Voltage and amp draw on compressors and condenser fans Current consumption of all motors -End of Section- ' 1 O ?N DECLARATION ARRImm OF GOVENENTA I Index to raw'n AND RESTRICTIONS U - um c'° GPTAPPNO �t##t!i#ofiittt#itff#it##Ytitift#f###t#ifi##Y##tt##fttiiifiti###ti#ti##t##tiiY#i#ifftitt A I . S I TE PLAN 9O ]yl- •7 WHEJEAS, SALVATORE CATAPANO and JEANNE CATAPAND, . 2. No more than one single family dwelling May be A2 . IDA SEM ENT FLOOR PLAN ROOM gsEa I 1q e F I N I SH SCHEDULE DOOR SCHEDULE aA+- LUr residing at ]701 Courtney Lane, 3ethpape. New York 11111, are the erected on lots 1 and 2 on the map entitled ed SALYATOAE CATAPANOCATAFAMO • L VV U `ZPLE!KI _ �'c DETAILS Dl� LU 90-5- IGU� owners to fee-simple of certain °remises to IM1e Town of Southdltl, approved by the Planning Board of the Town of Southold. N W. T9° q1 30" E , !02 •43 Suffolk County, New York, known and designated as SALVATORE 3. That there shall be no further subdivision of lots A� - -Mn I N FLOOR FLAN ROOM F I N I SH �N CATAPANO at the 1.0therly side of Route 25, the easterly old. of Aldan as number 1, 2,.nd 3 on Amid subdivision plan, In - SCHEDULE . DOOR SCHEDULE la BUILDING 5GT'06G1G `� i _W South Harbor Road, and a portion of the westerly side of gayview perpetuity. `� DETA I LS .{ Ll I PYdo�E� ( �} Q Rdad, in the Town of Southold. 4. That any Porcher tubal vi sten of lot numbered / on (i4 - EX TER I OR ELEVAT I ONS STA I R V DLaZAVAL? GnPPPPTJo I 'I IN v WHEREAS, sate oeclararants are desirous °f placing sold subdiel"on plan shall only be permitted with the consent of SECT I ONS AND DETA I LS - �.� 2� certain restrictions upon said premises which shall be binding the Southold Planing Board and shall be limited to d Minor r' STT ZALESKI AS - WALL SECTIONS v 3 zQ upon all purchasers and their yl an tees, mortgagee A, Or successors subdivision containing nl ng not more than four (4) lots. ANI 1 tri N.BO°11'50" E• p 1 468,gq erect of the Individual ides shown do Amid map as approved b. That, except as set forth shove, Declarants reserve ® pI2oPOSED i ICN - EASEMENT REFLECTED CEILING PLAN M� o- �I aILgNG _ _ _ _ Q by the Planning Board of the Town of Southold. Suffolk County, the right to impose Addition•1 covenants and restrictions, antl EAU I LD I NG SECT I ONS I NTER I OR a- � PCRKINCq - -7 l(/tTp' New Y•,rk. I I further reserve the right to modify, change and/°r Annul any such ELEVAT I ONS` AND DETA I LS _ N, LoT 5 C O NOW THEREFORE, THIS DECLARATION WITNESSETH: additonal covenants and restrictions that may be imposed from V •"' LFI-IIZ DRIVE (/J A7 _ MAIN FLOOR REFLECTED CEILING RRRi� (0 That the said OecLnnts, for the benefit df time to time in the utu re. • �\.a FLAN a I NTER I OR ELEVATIONS Z O Fa 1LDINGr $LrDACK \ _ _ - _ _ - _ _ - _ -_ - v �d NQ /+ themselves, their successors and assigns, in con si derition of the 6. A metes ane bounds description on of the entire AND DETAILS premises and for the purpose of carrying out the above Aspire...d subdivision 1s attached hereto a made A part herl ar'J• TqM All130° Vs/ 10 Ica 6 J. intentions, d° hereby make known; admit, publish, covenant and IN WITNESS WHEREOF, the Declarants have executed the S 1 FOCT I NG Le FOLJNDAT I ON PLAN •x mU MD r' A DETAILS - � N sc' � SL M� or- agree AbAt the said premises hereinabove set forth, shall Poregoing O.O.r.tidn this ,TM d. f June, ISO _ - L_oT' I I WI V hereafter be subject to the following covenants, easements, �s. Lam- 52 - FLOOR FRAMING PLAN . SECT I OND la } 'y 19 CYST LOT LOT Lor�El LOT Lor Lor LOT Loh a d e . . PPNTQZErestrictions and agreements: e o $. DETAILS J U+ w 12 13 14- 15 16 1 2 3 4 S """` ' ""° " 1W,11Uld 1. Zoning regulations and ordinances df the Town, F eZ V o Q STATE OF NEW YORK) Ste= _ ROOF FRAMING PLAN AMD DETAILS F 'y -� IST GENDrwtl SEAMAN SPVPL-IE ?VRNEI� K12l MARINESE EO1��PN F�IEDNiPN PUFF/ �' County and stats or other governmental bodies in which one COUNTY OF SUFFOLK) ?0 VILLAGE OF GREF_N PORT IQ prem lses lie. O" tht-4 day of June, 1918, before me personally came- S4 - DETA I LS Y W 0 r I 'ALYATORE LATA FANO and JEANNE CATAPAND, to me known and known to TDP OF me t° be the individual, dose ri h:d in an who execmted.the �G'a7CR e I THOLE n 7F5T S'Pegoing instrument, antl Ackn..l a ogee tM1 _w they xm cut If the INV.SL. EL ,y I-IMF 1b, 915 ' 18 GfKANGII- ROAD ADIGININGI PROPe-97"il R-AliJ P�ILDIN!a 3,83 6L 14 d , Am oc . /` ? INV.Ell, QCT &© 15.1 14,2 / 3L - _ S,v r Ecro2 FL-OF VJPTEFLAs 3.01 ��- 4�'b a.Epf16 INV. JY� . cm 1 EL,Ib S INV. 2so wPrT - -- - - - as ZP 12-0" 'oil 24'oN S Te1M or 'tSfy01TU �w y Melazze L6MP' ,MAIN F+mR LO" CAST PLAN c S.E/RG SYS TQM tQv 0 E�.9.113,3' CDVC-i1b -- Veil. R� N -iq ° 411 $0H L+ 1p 27143' \ \ 14,E \'\ _ afimy 10 ESE: -l'� oTOPoFcaeR x,92 PL EL 2-RYTU RE1i b / -- - 12 -' iAiV p 11,83 . . ---- 4EP PLAN o EL6VGEfION / 1 - �- - _ - _- 2i4- - - - - - Z,5 12,5 \ \ 15. 2 CO LLEA G-Iu.Yjc 'eL 104 -454960.9 N V A Iv 40,83 uTrA,i'930 - \ _ CAR PAYLKING ON �\ \ . \ . TIME cLCi(gIC. TD�wNae cLAss WET s FLou s �N BACKN L' \ jB F.VEGTD k� - LINE -` ! 20" WICLEPN7 -VI '„• IA-00 PPE NI INCE d air-NIJc d rr �A / `--�_ D 2, i 111, \ _ ��DIS fi idNa�ea.. I / � o� / OCCUPANCY 0 II, w�tzP �� Z �IING al 1I 3-R3GA6 F'tR NV. H . .. /g EFS t Mb C� I i / I q= �' USE IS UNLA UL / L�� I S I So/ i LPr Prf[ a Elz�cN chH \ d'o �ES�/�Cn WITHOUT CER FICATE ,/ NxP GP IN II 8 \\ 1 °Za ' 1 ' \ �ItNT F. CO L Z GON fall: 11116 t AFAS OF OCCUPANC I RAMP II J . ie I Wi CRUSH EfD \ (/ I / IJ Ziro 211 1 5 a5 In M 12 .. / STDN� /� V A INLET - A _i �. � T 12® TO HooPPirtUblA I 1 RAM N Q WNE, . ' 1 n _ I�NrCB PSI�•.� i, 1 n 1 LI 14T \\ v o'P.rr11Ak:., p1�T�. \ fw water dist0 she S LDER USED IN WATER 20=0 � LI , y �1"FlCio L PAW -4 .IDEgIPt+- A'-O n O" o 20-D M \ '. RAST . .INV: '� \ tytteYll; i in tf Q S PPLYSYSTEMCANNO g2AUE1 F ualel�lw` N Pexn1 � ' cseePm" Icoin0 5 PP 0a allb N o \- ^ PziverHHxae �. LICat+TFiKfIIfLE ( KLAN \ RA a E CEED 2/10 of 1% LE av WELL \ \I` cATGH �. y n \ BD'PeeKorL D \ Dl�eer� • 1 50'-,Fr Px w � � kill /��� 141ssEGTI c�N & PLoN ��PTI� TQM : r \\ \� VAAiBFLrot) . SQ,Fr. -_-_� , nLC \ \ \ \` \\\� cdlGyp'61l7'I LE�GI-I �NG �L, \\\ 0 13iPL E PfZ P�SPD ON LEAD CONTENT�PFOH -_ 2 ter ° 1 s \\ 13- �/� 0' � m FOCCUPA -_ LTW o �' �,z Ngo° 11' 601' PewL=r H�xe CER O / A ,I e da Q b KATE 3 n9 r \ CHU 2G1-����\ ��� \ ry` 6pee4A C6H \\ Vu uCoCE c T 3 APPROVED At P UI L� JI1\I(� ��� � � ro � F xr nit ~ ,HTE: �l'�Y/eb B.P ---- -- LOWEI PL�EL, II '-Or jo �' 112 �� 7 >ra p -CJ FL•EL 21, IAIJT' -!C / - - - - �i -- -- - -- - a I ! FLE: Q3ARISO Ely. a �Y.1.. L -�_ ; �.:' Gp-PfS _ / � \ 51GN� 1kry W 'O NOTIFY WILDING DE RTMMT A NoR'uANM0.fJLE� 1 -�� - - - - NMAM C I NOTFY ➢ and 'CO 4 FM FOR THE RETP NIWa Y epFZIG1�G 2 / -r \\ \ FUN2E PP RKuNC�\ �3(°)CP2S `` ` Z > As 'IFOL:OWING UWN FECTIO S: - _-__ Wbu '/ \�� ,� - / - \ rLAU FOU1van."^N TW IEQUIRED p / ❑ O ^ Q Z I I:Oid �LnJr,k-i •nnICR E - 19 \ rVri: ��\ o �ifia-� IiE 119 \\ HITUC:n k'+ AVunNG a PLUNGINGy� I I/a IRH� 'm Z `>� Kill S-0 -O" \ I SWYaR v t`> 'BINM NOUS FCVIN�. -1 �, �\ I�I\IEW?l/ iv AAMM 1 1 3. INji1LATll1Pi �� � NoRWp`1 ` • - y A 4, FiNAI Cn ISE7$0ICT1 3N MUST MPVLE Ily� �IS l6 _=P> _ UY�)1 MAPIE E_ _ ��,,,, /s c12JS1iED 5 NF \ Z C -�-_� ,..,,�a7�ut. :ION . ALL MEET IS,6 ^i•' I@,Q• � � �� bQlyi la _' •o A, rFfF ifF-001t';:'AFNTS THE N.Y �� LEWHI �.1Q�` VEKI Fi�E'�:�-iTMCT I.FhU CU NT \ \ I �{/ C 1 ! STATE r;0(45TiltiC'nO� rL ENEd4(9Y � / \ /� �� I 4--, �1C \ IpND FTLV - hS REdwile l:� \ FUN2P PCRWn•� \&CARS) 1CCMDfF i lti rmI LE FOR � 'AYaPR•MCp-E � - u u IJ41 - d - - _-_ _ _ _ - -- -- -- -_ _ - - -_ -_ _- ___ /R � I � � N nesTLATauRGc .1rR 14t1TOFi€. _- --- 9� eoNe Tree \ -\-- - (3 \ -- - - - - - y �\ If `~ O o I ,5 AIAH2 MAPLE ^ -- --- p z4 3 � 2 511 q' o'I �� - - w 3 z n lol(vi�5' - 2 T Sow r W GC? I �` 'INE 'r4.EES_-' ! \ PRIVL�I' I+AWE -r t PRIVET Aeu(ge 5 ,G01,D2PD0ir-lIz I617 9,COLORNxD -DOUfa,fl I IR -jz11151ASf9R11i0 \\ 16Y$ G c0ideaDo \\ S-DO()iJ KIR flzIVET UED6E FVNET-HC-1 �ill �__ I� FIs IDA-UTI4N Yttit##itiiittttttit#?K #t'i#ttf####fti##ttttitt## itti#itftttit#tk##t„Iii#tits#YfiiiliYf#:#tftf##tf## - •t - GEzSSPOOL DES I ON CRI TER I A SEPTIC TANK CAPACITY ._._ tit# # �„ ! '# t, ttittRtti#IAtittittti#iii###Ytiiit#ti###iii#ii##Y --------------- 2 ___ __ ____ GIZPDE / t##ii#iiNl###tttt #Yifitiitt t5ttit## H##tDETYBiiittti I 2 DAYS FLOW Y 620 SAL./DAY • I,HO GALLONS 7B5TROL[!j�/CL. SITE PLAN DATA - r CM3 PIIFRP ... »...L.d USpi SEPTIC TANK -•- 2 DAYS FLOW LEACHING POOL --- 1 DAY- FLOW BITE IN CUBIC FEET I 1640 K .1337 = 214.27 CUBIC FEET 10P=SOIL I p ■ 1-p EL,loo lit#i#iffif#fi###t####fiiiffftff '~4,1 �` .. . _ - + . • . 30,500 BFN .1'b'FEET'YI = 16160 CF ' - I/ EO,AREA -4 30 500 BF VOLVME'AEDOING&= 6180 CUBIC FEET l 2 BAY FLOW FROM CHRISTIAN DAY SCHOOL SIVES THE HIGHEST TANK SIZE • 5' M 5' 1 12' CALCULATED WITH 4' EFFECTIVE HEIGHT = -- - 3LOOEi,. 12=°e SITE PLAN CON urs SUFFOLK COUNTY TAY MAP DESIGNATION Y 111 i�F AREA = ----- B 090 BF FLOW RATE Flp'Tz..OE&,16N.1 4' 1 5' 1 12' = 240 CUBIC FEET 1 7.4B = 1795 GAL. CAP, �jpND LN�E�W� ________________________________________ COEFFICIENT OF RUNOFF ____ ____ - 1.0 WOODLAND AREAS. .� - oR IS -- L.ON`RDUIZ PARCELI PT, OF 9.2 ----------------------.................. . : ''-------r------ ROOM' OCCUPANCY Y GALLONS/DAYI • TOTAL LEACHING POOU SAND BLOCKI 6 NOOOLAND --------------------- 53.500 SF Vt - 53.500 SF X .16 FEET X ,OS - 420 CIF _______________ 11 I EKIST SPOT' e raRGw scale 1 =30 11.8 Et.EVpT1orJ GECiIONI 069 � COEFFICIENT OF RUNOFF ------------- .OS VOLUME AEQWAEO = 42B CF KINDERGARTEN 47 5 a - _ LEACHING TANK SIZE = S'-0' D1AM. 1 d'-0' HIGH. I � 5p� 015TAICL' 1000 _______________________________________r_ GRASS AREAS _ EDUCATION AM 41 __31 ____________s • ___�5 ` O SE lo� - i 2oI- _ 1__ I-_I_�1_-I-'-1 �xIs71NG Is 1.4 ET GRASS ----------------=------- 125.500 SF LEACHINB RATEI NORTH �-- -rbc COEFFICIENT OF RUNOFF -------------- .15 EDUCATION RMB 1264 56 " ----------------------------------------- Vc As 125.500 IF 1 .16 FEET 1 .IS ' 3012 CF EDUCATIDN RM 13 30 5 IS 4 TANKS Y B'DIAM. I PH. X 3.14 • 603 SOFT -o" L, 603 SQ.FT. X 1.5 SAL/SQ.FT/DAY • 404 fiAL1,hN / DAY, fL ^ 1\11=1/.1 _____ - _ -- - - --- ----- ---- --- --------- --- --- AA - - TOTAL VOLUME REQUIRED • 9600 CF 164 _ 3 B ONS/DAY ' • i MAIN ROAD - ------•-- RAINFALL -------- . 16 - BASINS 10',0 " DIAMETER X A'-0' BEEP " LEACH TANK CAPACITY; 1 � SALVATORE 6 JEANNE CATAPAND VOLUME CALCULATION FORMULA Ve - ARC 628 CUBIC FEET VOLUME PER BASIN I - SOUTHOLDI NEN YORK 11971 - - \\ 4 TANKS X14 1 A X 3.14) K 6'H -41205 CU,FT. 17!pit THESE DRAWINGS ARE THE SOLE PROPERTY OF RICHARD KEILLOR, ARCHITECT �� ��V 1= t VOLVMO'PftOVIDfp • 10048 CUBIC FEET \ 1205 CU,fT. X 7.48 = 9019 SALL1fNS. g AND THE USE OF THESE DRAWINGS OR ANY REPRODUCTION IS NOT PERMITTED t##iii#t#i#iiftfi##ttfftifitiii -•, I - WITHOUT HIS WR,i TTEN PERMISSION UNDER FEDERAL COPYRIGHT LAW. r U Lu Lu :EO SCHF. OuL aKID INwI, Doo 4u�LUMiNUM WISIILSWE ww � � �� rn'� FLC�D W,aLL. GEILI 6A 41Cow G�K�945e UNIT' a W s my CSM NAME PJ/�SE fzr=mWzKS GYP,BD, J rn uo 2 a N0, R N MpfR AL 1 ISH TE121AL ATeQiAL I I HE �n6 G4P,B9• NL',WA-L OR RIFILIG; CONCr WALL colJc, sloop v, :� , /a"I�I.klN000, cpp�I�RNIsN ID a� " W RIGID 2X4 &KwjDarJ t o z° �J B1 ENTRY (l7NG• RESIL,T1Lt zBYaIL, GYI , 6D, PT, CONIC. 715MLE 7_ 10 INSUL, t . ' a ° B2 MEGIIpNICPL GbNG �7EAL a2$IL GYP• BD, PT• GONG• - q`.O' � �M��'�� °�`� o . COMD41Pr OIT,�KI_SfR -Aplp'•IyNY pnlP _ � B 5E�13M 33 ` MM2 •� 03 KITGHEI`J GONG OwARRYT• a,TILF G,((:), 60, PT, s � ° WOOD -V � 1�4 HpLLWd�/ GONG , I L,TILE fLESIL, (aYP, BP. Pr, AOpusTBD - 81! 0'' ao ��� �° G0 - a DI1 �y sEAtAwr � �oioDl 3 0 . U N _IZ ,- 1011 EE ELEV�Tl 2 M SeALPNT = •Y H $5 f330Y 5 MEN7 AGOUSTIBD 0 -0 o Aux,ce5 NG s+ - _ -1 'y coGONGr GER.TLE ��' Lt G p,ep Pf• LE SEAL, I �e ( RLn6H 5 w o a Hq I yu GRANU I -_ I E ION w�wlNgxU) 3 RIfi.IDINSUL K 0 W d 404 G GIRL'S/WOMEN GONG, GEI2,mc- cER ,TILL" - a AGOUS?1BD - SL OI, _ MefP. " PILL II , 2SE JAM6 WINOOW °o Rx4 as v Pfa2AM IN1yJLAT I GR°Ve1- $7 UTILITY GONG ' S=aL RESIL G4P ,8P, Pf, CoNG . PT, e9-O I °I UN Ir Oz gLINO' CONG,5ILL orcu O M " p MPT�0L1� �oUNDATION �3 W'co�, 68 ST02aGE GONL, SEAL, RESIL , GtP , eD, PT, CON(, Fr, ,Oil DOOR 21NSUL NJpI-L � Na u- >- >- T `a-IIN61 It w a Bq c�IalsTIpNED• Co NG• cnaPer 12E51L , GYP, gD, Pr, AodU�T,iD - s' o'j �3�EX' RIoRD NAD OLQ t�TP L 5 WINI�Gw 1-EEP� • �7011/�11NI�OW SILL & 0z 510 GHOSMAN GD, C'ONG, CA12Pe7 RESIL, GYP, ESD• Pr, A(4 TI DD - 8!o'I pM6sIMILAr2) 6Cael%a"- 10" II A JAMB �MILAR cl/a �C /2=110 --a. C13-0. 0 811 GH2STPNED• CON , CAaPET RE51L GYPIgD, PTI AGCUST15D, - BI_0j1 3a' 8 Nom ¢ W 512 CHRISTIAN ED, GONG, CARPET RrSIL, GYP- 3p, PT, A04USLBD. - 01 ( 9 3 (� 8 G D E F G �} I w o w 313 MULn PURPOSE LONG, 12ESIL,TILL' RESIL, cIYI', 50 pT, CON1G, IE�TUI2E !0j1 3 ` u ~ m z ICO- To o T cONCfLETE FCIJNDPTION www r 61¢ MEG'-�PNI�L GONG, SEAL 12r51L - GYP, gp PT. G9NG. - q;Or �M NS � b 9 Z �" 13 . 3 /Imu 13LItl�/Im° IgLbYe" Iq'-0�/0" (3L I l' 'e" 20-' OI g11 a ~ ~ � 615 ENrrR\/ C GONG, f2ESIL,TLE RESIL. GYP, BD PT. CoNG• TEFiUI 7% 10'1 / $� g ' 4 ° 22= 10'' z o 3 ! � pQ 211 4' 391 g" 21 = 4° 3wIn 61G LIFT EQUI(� , GONG• - - (�rP, aD, PT ('AA1G I' 10° <pN JLr Ll f N $ 8 2, 4� L I' b1 G" 61 ou ' 0'I E01, : n ' _ n 2Lq_u 3 ED - } 01.1 STORAc-rE• GONG, SC-PL 12ESIL, GYP, 130, K, LONG, a %0'' -� s/ a VERIFY MCMI ( VERIw H MR z I- 0 2s 1319 TOILET CON( GERnLE CEI'=,TILE GYP, 6D, PT, CA G• PAINT ��° Y MA�NRY MASONR< F(ASoNR' MlY6uRY m '- OPENING OFJILCi �eNI CFENINa a• w o r- W $61 CHRISTIAN ED , GONG �1��, Le RESIL, GYP, 131), PT, DLO ,BD, - 0=0'' �It o "'S 1- aa � 620 GH RISTI pN1 6D• Cow( �, L RESIL , QkP, 13D, PT, ALOUST,BD• 9l O'" � L � „ p 1321 701LE-r CON(• GBR•TILE. GER, nLE Gwr 5D, PT, CION( PAINT a-D" r >I �§ ���Oo�gT�a �� �'Y 3� v� o Gy rypa ^^ e17 ^4VS (V\ m TEMP,. I0' d s s �, CD n 4Td' Gu, /r� -� _ 615 •.}1F1 v" •� Cq.yl 7J � F. ,c�2+N ZII _prl 2L 71/4 ( 3, 4p Bu Y q sle d = 'a BI MA R,0• lob c} -i I(¢ o gl �0 10 Louvee opeNi ei aj L 3 - Ca.. � - f, COL, . , 3 �YI�E u�i�l - - Cq., RPM uP P.`gym C:C01. 014 Cd., e7A Q Vim- 'C COL, O COL .} J RG-11 u P` o ?� LOUVER 62 D 3A - A2 %R & V41. 1-oI m POOR SCHEI�UL_� (V - Z 9 DR, RM, 0002 FRoME 40 dPE REMIQIZKS s Typ N0, o, OPEN NG ucNti RAL HEA JA AN FN'S ROU DETAILS _ 2 -3:o"xG=8j1 15/4" INSUL, P-H PhINr 2u,cs3/a' 21Xs3� NM PPWT JL - 3 a g we � lrzl -I aNlc �� el CrrPl�l1 o nl3 _ U �' B2 a 3-D xG_e, I /4 WOOD . SrV. 2 5/e 2 XS/y P,M, PAINT (e 20MIW Al $ M d -� WLo 133 B 3 3 ex ca'- 6" 1''/4j1 WOOD " IUIN u z h SfrV 0 xs /a 2 ><sYe N, M, PAINT s A o ° B3Ap3- 3'-o"XCaLa° 3/a" JHWL, rI,M PPI 2"Ks3/a" 2''xs'/{' J,M PnIn1T - �AW A w� 2 - F � w3o 65 s+ Sio"xG'- 61' 3/A" WOOD V 2,ix 2,l Na H.M. PPI ? MIN A 87 5 BO r 0(0 5 3' O"X G'- B' 13/4° WOOD S$V 21'X57/8 2"K57g H.P. PPI NT 7 WAI A d 1 - 57 a48�. 3` 0"x G '- B" 13141, Woco 5�V 2"X57/8 2°x57b' H,M, PnINT A 55 e, 2- 218 X G ' ®II 13/41' WooO s{ V 2"X57/' 2" <s'/e {H 'M Rh1Nf 2oLl A LEAF l T W eoL -I Wa m sip A I� Sq a 13 3'-D"XCo'_ g1' I a/4" IJJDOD S4U 2°x57/B rL°X5'l HIM PAINT 20 $ �� 811 ` 610 NeeP HOOP O 5/4 O O BI03' 13 3=011X6 '- 8'' 1a/4" WOOL) Z V 21' XS�/81 21'X57/$ H .0, PAINT 2cHI g 5 ca , COL GOL, COL COL , COL, `5 O � r 51 3 II „ 7 I, all ID 3.b"x6 8" I /4 W001D 5,c V 2 Xs/13 `L ��S/a H. kA, PAINT I RONIN Q � � I � 81 J 1 't " � 012 s eIa 3=o"X(a'-8° 1'3/4' WOOD s V 21/57/e" 2''x s7/B H. M. PN NT 6 d n TMp�L J U4 2'.0 0,o I!oYe' W ,O 81¢ ew13 3'_01'X('-8° 13/+" WOOL) Zr 2°><S;/a 2"x5'/6' 1-1, 0, PAINT 0 A n = (TYPIGA � 4§ �%4n 015 _ 2 -3' O"K(o'-8" 13/4 INSUL ✓a,M PLANT 2x5/p 2X5'/4 H , M• P/\INT 2 - B r� �+' G, _� 610 a p W Q a) g15 " " 3 ,I n " WehYH_ 1 STR=1 - AIJIG H I WNZ 511r &e15 2&'Xrc :8" 1 ''/4u WO011 S< V 2"X-01V 2°�S�' NIM 10FINT 5 MIN A p BI T4s 3Lo"xo' e" I /4" WCaD s�v ¢"Xsi4 � 1'xs+r' H,M, PFIN I K. wm �o _� Q. m Z 517 3r 19 2:0'XCoL•e" 13/4" WOOD 5'V 3/4X4/6' '3'4,'X5'/,�' WOOD L' / 3 � {k � O z. � 6188814 2-'8°X(o'- 6" 11/41, wOoD =iV 3/4"xq�/g" 3/q'IXS'/BIS WOOD S.rV 10 - ,A /b� v� p ^` a (o BIgB Xm1-8" 13/4" WOOD Ssv 21'X57/8° 21'X5'/g M, PAIN N Al1\" !�_ �� Y! � (n Yip _ �\ ` .` BI9A0 3L 0j1uGLB'' l a/4" W001D SSV 211X01 ' 2"X51/9 IIP. PbINr 62081' 3LO"XG ' al' 3/4,1 WOOD '• V '2"x57/8" p 8241 wl 3. OI�(G 8" 13�" W(oD ss. V 21'x$70' 2",/5'/y" Hm, P/"INT i ?IJ�U - bY1 \ / \� �o �` Q J 811 gy3o 2, BX (oLall I g/411 WOOD S2 V 3/4a� ,/eu s/q"XA�/�' WOUD u`, V, IO " L ��. ?� PL,aN NOTES 9�0„ \o � � O 1, p�arc TO STTc11GTUR,LIL x" MASON, MASON. O p E RE:FLSGTL�D GEIWW 9d. aPeIJINS OpeNIIG m�" ^ GLANSFOrL I?PTONA VERIN 2-020" VEEP( i Np02f 1Q-no ��PEU�JGA?ION �T1aN 011 FOR " lo! I I'�e'' F" V 2,©LrTSIDE DIMENSIONS ARE 1 RVs 4v� 2z o 4?SA G•nYa _eye NORTH I4p4pWPY-EC-pcwF5 , •10ovWCf&TEFOUNITbON 34' 0'/411 OF S Ep�{IN61Ace 1 ANDOv%IoE G " 13'-3��Im" 3L1 7/I(O" Q'_O/ " 9!OI/ 1, - 101/Im11 3L3�I1(c° 218" ?^o=o�' 8° FPGA= OF br1IGK , IIG'2° Our-ro ouT' CONOZ57E F:60ND4TON SN n gAsEME1�'T' �L002 PLAN °a= sE�EN A2. 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FELT SNDS@ I&oIC Melo 6ND5 0 24� ,D.ct� Rc70FII�IG 4 leo©F FDC-AE DEM-SIL- ETPL DRIP ECCE a t9 Sea e I /LI'_ 1-011 + j 2YG TRIM 60pYZD C ' + 17 4 s 2X8 WWCOD RLOcD EPVE CM F-L Kd.�j(p,CL7Ep 6 T � L�WFNTWEpTHE � E h'Iskeon4j rO ! is reLT5 NORTH JFL =RW^OD SIDINc� SHING,LP_' (zG�� $ ENO ccYOs, ¢ R11NCpOD DECK 2" MIN,OPPNINCit 186o.,$rsaLS'Np5 cl6"o.c• - O V O - coNTlNcu�ou��,atttAL /`01- ���LE<T�� GOILIKC-1 FLAty - (LUd.I�2 LSVEL ) Z DRIP Eck f'uRLIN K6 5 IXV ftzlM SIE ✓a"> 1=0^ O O DS 2 2x� BWGKINGI H (� cn 2po (3 2Lo'I c),c. �CI�U22OUS 2Xm 7uT12IM f M[KAL O PR1P(Am 6FlwasJ TOIPURUN -GI24 VENT SOPR'r RUNS [51 Rooms R1 E DET[a1L �hTHoRl2WDGE ONLY � �OOF .EDCa� -< 5�+��T �° �71e I/26=1=D° D�-f'aIL cii�l%I-1-011 THESE DRAWINGS ARE THE SOLE PROPERTY OF RICHARD KEILLOR. ARCHITECT A6 AND THE USE OF THESE DRAWINGS OR ANY REPRODUCTION IS NOT PERMITTED WITHOUT HIS WRITTEN PERMISSION UNDER FEDERAL COPYRIGHT LAW. C✓�V�N ' to-OCH -G.T• ' � 8� y-¢nGK NOTE ; V v UGI-Vr- ' -(R�E�yEyS6 �I�T PPRTmoN DNA DNIGAP �W ItI ITI -i � cAorH slo'�s� W H a a d w� cln L LECOoe, Z�� r - - - TP6PC P. v� • _- __ �-- wL - uo�pE� L min W�5T LEV TION MEN S a 3 NOIZTI4 ELEVATiUt� r4-�)"1YpIG4L I-1ANDIC,LIP Al RM 5 C RL�oM E5sM7LA1�) IeY�R� /� M M£iV S LET SPALL ale Va'I_I-o' O r Ti I " rz W N � IF�7 — SSE WLI I SWL I III 1.�1uL� AWL TY BME SOUTH ELS V/-�4-f10N - W0(ZS 41 P X615 EAST E��ya—n©r� wOM�N'5 r A� �WESTEL.EVQTION WDM �N6 a male V4 -_ I-o1 r A I2M G wale, d Ul oPLMuL laM• MIR(zoR 10 PPao <� 501TOtha n P 'L "r-ea-l UI - 2"tN.K• sra�uu -� era. � H Lun". -OFFfi a SPCK 27 4'S e - p _ Z tt CNG 24 Illi �r Wau s A e' Ga P• eo. - �' IN�LPTP DRPN �S�O�tI S�P� T GSL Nof w6Te7s pIPPS BPS- ''JJR�GE Co�NJ -a MaN-ree 1I�I FX LAVATOrzY VANITY ® ll �T4P) � 7 CIUNrEl2e 4=1-01 WAIn>'.,GoTE n o; ro, roe �o� � � �..IIEPENPEp lul � I G.�rP,6D.CfIUI� - n NO2TH EL.E VPTI0I--.I — Mr--ETI NG (ZOOM - A7 Sc�le Va I'— 11-D u — j ocvr 8'I QrP1 gfl. _ caof rd, ip SoFFl" oN �trfF{ IDES - ILjI O uGINPFD�' I� �I xn 3�8 'STEEL j� nezallo,c, _ � � ' � _ . . • ` � II O LINE OF OVERI-FaNGO� G \ I � r hs1P wI�E �{ ? GRIP 1�"���MEAL 4/61 F4 I ( GAL. PART ON /a d /z 5 7 , _ (wrEn+ors s4-ile I'h': I o° i coVVE \ ti fY�IM \ i� \� u�K 450 _ LLII \ io g, m, of O O %/ ' r Oiz- ' O r ��ICiN.BD o , CANGZETE i', ,% ` \\ G�IUnVA "21DCoE /� '�� " woo 2X4 SNpS �a"ra4P,gD,wl y �puNDPTIDN �� ` .1 TExfURO7nwsN 2x2 oD WPLL :.; \ \ / y c 0 W O 2x4 Waco — �x� wmo 711 3 LIG NT REG��' pET c IIS (' pl i \\ / _ � l"WwK LV�s1-FT / _ 2x4 WOOD T¢IM SCat✓IIVz- U %z'RVnID I �w,C � xr') NWUL. IO1 ;�/ � REL.E� T�\ ro poi coir _ sol // • . Lu } 1101, 7bD � � uP) �� _ �� \A, Q. m Z PL dob licj/ / s \' O Z O'Q •i I � lD PIGdL Int?LL -(E IaR A. v his EaTHIN uP 2r �OUNDLYI1�rI� �c2�° Ph"=1-0 / GYP�PSD. ©N CxIzEW aTT,oGHG - E 5 O / `''` DUJIU IhJUM VPPOR $A-z' E2 rt� `-�11 D5.) t9 =p I I / to oil t w„a; NORTH O - to CofzN�2 DETAIL I � � O GVP.aD, GEILaNG B Rr= F-LEGTED CEILING PL PJ — Ufa E2 LF—Q5L Z i s%lcm.�: �e21cx — L GI-4-f'COVC— 1.�fAIL VPPoRy INPIRsP6LE �e�YPr.BD — 1 WOOD A e II7h°=T^ SCdG ®' l'-O" � � `p PaoRRIER $TpNDQ(2D. I I Fg - . .. *15�Elr yrs r-rcr InY�4 • AwusrRue S xR"Sr1� i n co ftlb' olc,yP 9(qz�aeAcHspa,1 o Ba�INSULI s I i}+If� TSF+ @ L J� SECT 3iN eK. ^ ��—fYPI GG L_ W/SLL 2 GAL w/�LL- e�cfl 12197 EERIDR-MC4DNR� sr,�L I%il=1 o A pa�P�LG STUD 9 A7 44I6 bl-0 THESE DRAWINGS ARE THE SOLE PROPERTY OF RICHARD KEILLOR, ARCHITECT AND THEUSE OF THESE DRAWINGS OR ANY REPRODUCTION IS NOT PERMITTED � ICw l WITHOUT HIS WRITTEN PERMISSION UNDER FEDERAL COPYRIGHT LAW. c;,e%LEN V ¢N CONI 61.46 a!o" - �A wI mxta•to la wWF GONFROL J01NIT PRX46r 4u REE LrvP) TCPOFyj wIw- �- show (111ellewLtrtl 1 ' TINCa SCHEDULE PIER SCI- EDULE ' F � COLUMN ScNEOULE � � --� --a - - —;� = - s - xs X10,- _SIZE RFwFOfZGINCq Ib, Cp1 .512E EASE 12 CAP f2 DEr/�ILS vE�; -RES � w ."�. • �o—` o - - #3 I n I n 1 I C I Qd3 15-G 5-G KI d G- S S E.W. u n l l M P-1 G=`G �•6 T� L' Q '� • •\ • - - PLAN NOTES % el TS 3VYYa (�J��(6�e� 'h''XWIORi o °� •� -.'� r #Y###Y#Y###########YY####Y###M#######Y### wl ) 3/M1� DFBpy.� 12 WITH K 0 J r +�-.-.=- ._r=i T' • ( ) VER 1 D I P 1 11 4 1 1 FLPt`7E,E s;-""5 r1 rw5,�' o z - FF 1. " •� F2 G-G K4•G x I-2 T- 5 S E.W• APS S, lo;! wI pOw S 3°}T TDP op -1 = c ' VP(b(LeAPRIL�R 1. SEE GENERAL STRUCTURAL NOTES ON SHEET 5-1. �1)�'/40BOCIS 2=2"L. r'1�1+ ' J w E w .. GRAN�� IDz I ^W�y ACTED L ; F-3 8!In°�(3'-6"X I Lo 3 IS' LS e,W• „ I t # n I' CONTROL .kfl( ,,,• �iGl T ��cpNUTAR 2 4ERIFY ALL X[NOpN, pppq, p MECHANICAL MEASUREMENT gEOUIRENENIS 2 -� 4nXAll�l/q' 3PII�telicC /t %Wlm ( R2 ' Q' S 3 e 12 ac- FOR 0 0 FALLLL BE 1 C0mAw-T1 / LL ( >tyl _ FOR ALL OPENINGS IN FOUNDATION HALL BEFORE PADCEDING WITH HORN. F4 S'_G0 K 7=GnK I 01 (O +k�l$ LON.IG, W/(2) 31*N o 6E4 k Q U v oR Plf�'7TIG .NISSltTS• OR R(tpp.L�. �'NR�GTEO-� - - B - S 5 A-2DSS A,Fs, S p1 x DOWESLA x 2, SAw GUT cO NTRoL � ylpgpr,E Ory N xkU I 7. FINAL ANCHOR BOLT SETTING DETAILS AND ENACT LOCATION MUST COME 4)�.' 4 2-O"L U G Q N .. E ¢ J01 Male �aI�ADE SVBBrSE - FROM THE 51AUCTURAL STEEL SUPPLIER. �,3 TS XS'XY4L IM% IO"X10'1 1/1"7�VJIpT}f R3 2 5 NONE m w °w O PI�LL4 µELT CI'S - F ANG 'j 4. FOOTINGS AS DESIGNED REQUIRE A MINIMUM 2000 PSF SOIL BEARING UJ/C2) V4! Of BEAM '1_�6 O K c Wlty 6ffALER •_ l\ i-�-^y-A IL ` CAPACITY. A- Y_. _/ S_1✓�FT` P B 5 ��I 3, sPact ,�q IT SEL-EVP?lOiNi- WALL REINF. - power a > rc ,MPXIMVM 5 CONCRETE= sTAIR- Adie Y,Jbl-0" SI Pr CPEIJINa BEAQIFLaWWJ. ` ,I-D P) /+�� 2 011 L c a a 1 COWTROL JOI NT C3 0 - 155 0. Itm N ' G' I 'e I'-0" 4000N612-- t sln8 a m o v.�- uxlo - lollo wwF - __ I4 E . PREFD(2442-p ME L OR ` `�° - r' 11C� 2'1 OUT To O GONG 2ETL= FOU N A ON PLA6TID JOIN' PTEI2I4L CGNTReL�IN1' 76ov'r.um \ - • 1� , - 611 13'_ 't n u ,I WH NaF ` 3 /1 13 -ID 11� lq-, ova q�' � 1 14'-61/A° ' 131_ 10'I/l�'I 13L 57h('i1 2=8 " 201011 Ba xW 0• --- 1.2_45! n 6!(v5'-OI' 4' O'I 5!011 5' (111' .d1 2!4H tNao3flLL I ' q•V 1 =I _ VE41P�' V£RN�' VEW W VEW>=`! z - v IIS N'n 3 3- 55 NDTE TO BE USEp A$dN csY.A Tg0 ��� caJT N000S !� w Ix- o 1A was ttA °1'�"'� 401117 P.BT'LNeEY.I Ft7UR". GRANIULARR w a x /. m x L7: 1N uEV OF �eA JT, GOMPPGTeD sl @f EVPTED51 P[3 SGZ�314n-1 (!I' a ° R2 P 2 P--2 x z . yLay 4 % 1'-C""L( 6PR OR NATURAL _ _ `� `'i�� F� 'o.. WIPAPi2wf+P(+ SUBA�R/�D2 O/ f- \NCOI�I C I F-�.c_+TION - Iz 1- � pl I � (r/ '��� �,9{1 gl 3- �'b� / - ------ - - - -- - - '� er.. dB, � c�,`�`\�•0 ������'�N St OI IC 11/z' 'I s LTERb2 J PPBLA¢aO Dwwr a 9 \�/ i'�GdiO 4L7 '/ G5 •Ty w •\ . >F d., ¢r`" \_�° V�' , WPI-". CT(r) STfsIP \ '\ '- �0d �••' M ^�k SIM G . /. COI-k� o Po0i14 51 \, \ . SIM all �•I�'S'a7S1 A �� � . - ± ` - - -- - L �' � WAV• � 1 IDIIY�`20j1 WI \\\� \ �' sf���p �Y� F- FO IN PAD �' 0 It w 1 3 - ve's IL.w. FN°�• w e� SID II T- STEP IAY/ r r /M, TFE (Q, 33' 4" ALrL2NPT@ BPfsS M4:UNDP = I- S N Z01-4 .J0 E3 m . �I _ -gs+ 3'-4" ' SP INl'sl C"1T61DE, o ro v I r t' 2A1p110,GIT1•NN 1. < . . / I _- - -,� - - 4 10_LyL7P 6RS 1 5 — N L n G_3 \ 4 2 - 90 fJl d. r._ l0 1 .— !r2 \ s, m r\ 11/LI' 2'/i ' _0 10/1 1 / A �I 'III-- _ _ ' 11 � DETAIL -GDNT1'20L 11 �, 'J N a- � ZICII/2sI_pM mna cl G=3 I I �' aRan�v P-1 -- - - 4S GJI ( 11`fP) � -�F cI _ •�'-F 2 W � 3 9EMDL-- _ 5 N ' w F-I CSS F I C-3 1 F-I A I LLER = a 'OD _ eT 9 $ P-2 F-2 P=2 F•Z• F-2 SIM S �EPIANTf �12 a i '• 1 n -1_On •. N 1 -1 -I Ill - I 1 a G L I O'I I S'- 41. 111 mu h /c r „ ° u , m4 STEP F040 I ..__L CF wPLL I \ P I _� NRCAL ___ - ._-____ = .--. ._— 5= 4 G_ 10 12°O a) �•, BbTEIs10R 90E� _ - a _ _ _ yy (TFE1006" D0.UN all { I m N Tr-s 0 m) 1E 1 N F2EE DRnWIN L�], _ T PICPL 0 PINI"71� FI O R EL. II.O - 11-0 3 _ _ C9I eo ) 1 45 G� I(r .G i J�GOMPPLT T I . I - . WINCW� p I I m 0 oPe INC Vs" ° ' FUN 10N o F I Fcv(ING PAD 1 Z S'-G"K S' G aX j 1p 11 4"coNc-P.-re sLOb wI G%6- IQIIowwr- F•4 FOOf hla PPD ` ' ap I V -O�z VD I . • v W171i VG) -�5'S E.w• R26JIDE VAgd �R21ER °� G Xl lr %I-0 p I n Lot -1 z € 4 GR�vEL 5_ * - u O I - 5 oRT�.;Ir.m_N510 — 311f a, ° PJ' CIT, r EL. 10,33'TvroFi Ip: 4") r5' PSI - 4 _ L P 2 P 2 m slAOU1MNNm J4 w Al's 5evELEO vPlca�l I F�I Dpuy fo''%QO" K�(WAY 5�a g u cANc,FCOT1NI�e � . \��Th+I L. -'-•�I�+.�IfVNIIU� A M _ 5 s} (I) Jl 8 n 2.Q" I(P�Dj1 12L0'' 12 D'' 2L0'' la=o�' 6� 1411 4 29 Ii OP i III N D 51 JOINT c_ -tale 1Y:n_IT-0r - o 3'0� g'-ul/411 F T=9 It ly - co ipw 1. F—I -3 c 3 C-3 G-3 G3 c_3 aNltu Q T P Z 5 � ►� 12 EAST ENTIZ ! W?LL ti ca, I i P I --------- m r O SI �DUNDPTION DIMEN610N wA'=1b" - fi r - rt---1 - -- � � __ -�F-2 - S � - - -I TIZF_l1,6,a 10^ - S=1o" - --- -� e,le 4- -_T7-'i&DSF. ID 7- 10 s` - * \\ \�0 45L 6 X s-CD X II-, ;'' \\/ rygy 5 sIN. SEE Pe:TPIL W n --- - ------ m N EPG+•( m . D • 11/51 FOR Z �! CTNDJr 1f�(O -!K7 r\ r •� \ D '�' '. \ ` \e, c, -11po 0T7NG \ ; /. LP2GE2�ALE W Q IS r - �� On 9, PA EVP N Io1411-10,331 0 ✓ A c �- C a \ \�v a t5o12 11,11, a m \� \ /GWrjNc,. TYPIGOL STRIP -•.�, \ �• P=3\ —�CO1 •• SEG C STOOP _ d,,, ur< wPLa� FQ?�IN 10"�20°/ . G�� \�• / /,� --- -- - - — / 0 Wlo.%4 WaaY/ S SIB I/20cI!011 STEEL � ' r :, PCA! / o �� vV✓// u 81 e c.r. a., . ;° I ,�.c.T. :m L5 X12" o•G° 1 // _ ---- - - - �-7 #4�It"110, ♦ C1MIC.1 # G PI `"° p FP-2 ��ro / �j 1'-(nn BLN w P� IR 0 — II +4s e1611 'jl�u I'-o" 'J rc la VFPtF-Y VEPIPY r Q 1 (•TYPICAL1 f'ftEED�AINI o" CONGA - 34/2 I_On 10L0�t3j1 Ilan IB!DI/Bs° I!o" NORTH' 1-a1NapTIQN NLN-GOMPAGI A - - - G" 3,_�� 6n 2-3 3' 7(�0 I 1 4 OI/ ILI u 1 e/ 231 43r��1 7 " �9{h. 1 i1 u 22-ID WALI, I°ILL � noel o " - V I - o.( I3. /(� 2.6 0 oil _ pp �A Ilce=2H ou1_TO_ ur-ccl4cRET� uN ATIG)N ° - — — r S G D �_ ® S.ECn or\1 e sTrxP rq"�_ :57-AI R CS O-1 1 O N - T\--- GTI IBJ G B� FOU N G?C�,T"I O1,- ,1 PLA N SI Scale y1'= 1:11" S scale 4z" = 1- D% SI - sca a U W M E UK U aaa A, 0 J V/ O F J O1 C=7 PLANNOTES w ~' w r ######################################### q Z > I. SEE GENERAL STRUCTURAL NOTES ON SHEET G-M. ¢ I'_ ti 2. OPENINGS IN PRECAST PLANK FOR MECHANICAL. ELEVATOR AND STAIRS " o ¢ G 1/4 3 �iTEEL cm., MUST BE VERIFIED AS TO SIZE AND LOCATION. LL IL W N to 4 pp y O K LL O co --- -- - ',I STEEL PIL PIANK - - PIL PLPNK 3. 6TEEL STRUCTURE ALONG SAID LINE 13 AND BETWEEN GRIDS IC AND YE STEEL cOL. - P/G PLPNK\ HAS BEEN DESIGNED TO SUPPORT AN OFFICE MEZZANINE ABOVE THE MAIN > ¢ q 17 COW MN �� FLOOR. W z 5OLTOR 2 STIES O a m o a� FO/o- 60A61 - `JJJ wEDm a- N . BCPR1 I 2- tS EO 5EAZING PAD o za t =L . Pn° �1/znx5nx2L o - - -� TIES ANC00(2 2ALTS A C war ` - STEEL bEAIN - (� E w ❑ w C G 4I j Awa 3 TE fl(° - 211 ou 0 ou c INcRE E FOut ON www f-3 GII 13 ! 3�/I�° 13'- lo7/Il°11 QLO/911 9 VBn l u 3 d �I ¢ x 0 3 - 0 Ita 2LB 20 Qu ¢ rti COLUMN _� ___ re.J/ I,sI u t M F1EINFL —_ `_— - 1= ALBS _ ��I/i�q'YA�},+ 10 q '� II N LL XED 03 r�•- AIGNIED �� • ° - � . 5`ND521�� I . pIE�ZI'tPE 2�1 30' "e° 2Ti 22_ 10 - WEO � _4� r W N m_� I � � WIP, 3s • =af=- - ---=- i ---off 3 En L�wINpE OF - _ � VCRT1cAL. ° sem I 3E�OND I 3 TIES m ~ Ox m n� I w q 1=- ¢ 3 WPLL " co UES - E�c/+L ^ �9 \a, ' /9 9 -II--- - '� . � HOR12p.ZiTPt�L C7YP) 1 - Pllp -TYPE •a u I �I < d j o - 2-10 1 3-0r �4%IA dxl �J" IZ EGN v �by� nJ0 O EN• By V�@ IBi10.'iL. 4k 3 Tlc6 v 1� I N ( P) 4%IA' RTIGPL tr ;'I 'j-_ •i I' $' ; In 5M V j � I VV I __ PRE ST rl.A K ry F — I I LLD IOOP �F q �� UNE oF�PLL I I 2 �I EEC N 7 4t P 4 '1YR WO V ms"• LOLL CPL• 1 4" (ply:-WL" C75•P) ` Im° 1 O o •0 14 0 ,6 4xl IS a� 2'0' ' ' P P) IIS _ _ fl� VDPOR e.,2 ir0 _ i- 1 � COL. m x �_ m L �� �� wl K — �8 �'�� � � hUNf�PTTON j - - r� ;� ;. .- °, `'. L.,•r • ./� o L 2 OL cc cv 'C -- - - - 3 - - . 1 oII n (ID A \•, 3 v Uz •PICAL � c I •, � ' t i' ELN; ) 4X14 O A PEN 2 V L. � W I �� 12 GTI N Sr=GTIQN ��EGT10N ^� ° e"�, ' a'' N S (PIER) Yale 3/a'JII,o1' (PIER -ale 'b1-01 CPIER) 5CA o"- 0'. n - p e+ �R k� „ dJ L n U rrc, L 110"J M N, LPN p VE ( >3 c T N qv� ` 'a'- ', R GRID I 1 ` O NINU A COLE CO KP N 1 PPI STf+ L 4"f id . O Z P BE M USr C>ROUT gg 1 P//G ✓^ - —COLUMN 5 EL _ .V %G f�1NK _ K OM ES,I F_ oj2 ° PR PS hZ-A K a � NK \ 630uT fD PLpNK P/L PLANK cvMN I v J, FAQ 4010 r \ _ m y _ o _4 Grte- O c - � LL I d F M � 0 mR 1rky 6 a N op ul o \ ggEE 7t3 ` PPD. -U I — ILL TQ'PBiS = _� 4$1129 ( Vl m I (/ snrw�K c G' 4�AI2 N @Co'Io.LL "b AErPIL - L 4"/4K�/e • GENT �'CI�oFx'E+7 s r t} 11/�'f�q$ tr1 - " IMO PI Sr !'a I PIER 6 ,,) lo" CC w��eouTID I 1.rpE _ _ a ti SP4 5 S Lt LOL . OL. � � OL 4%17.11 A d 2 wyls �' SENri Ft p_ 2 5 JkA1 CpL, w ? o 4 B( 3D ` L ax o I 2 O O V2' 6 0 r �(pIL pL �:ONN R 3 i✓:SIS 1 i P-b 4kl ' �_ u 1 A rl 11 N to . REINFORLING WDLL pEI.IIN a - '�i VEMLflLL`U- SIMILAR �� I o COL. �• 2_ '! N fn I OJ io FOR ALL WkL s, EbGH sDE 6 sEE » ¢ 24 a CONTIiVE VERPC�I. -I (xNEOv � a SIM, sf� � 0 t} Gd I Oz. 3 y�JPp`^' b T1Eci CyCST I IJ _i I' I' •1 W_ > # TIG fiEINFL n I I LACE _ 7a� y C L, D r 4 l4 g T li aL, z �! a VER L l 4 PI R 17-11 0 Q o I - ` P PS K u r � 3 CT'rP) =� CT'iP) - o �+ ISI L.L 100 p� � //W Q � b � a (Q - 4X1 o (L m Z 4q O Z 'a l NbRltoll NfpNG N 0 waLExoNu WPFLoF O 4*1 rl 4KI 0 .�. I o' BEYOIJI� ' IS -I PIER TYFE v� 4ocLEAT2• P-I _ �_n 3® �b � ISI 0n _ 4o%IAo�I 4'sclz 7 7 Q J Wi�E�coNac. n _ " I+QAYiT I �°co Howz. � • iq i4 �' •— Nf I, 2 C.IFPR 3 3 OF USE WPLL REINF, l *4e1�D a o - VGF�IES THIZU PIEfi O a• r o.c. 0l o 'ter• Z i.. " c sIM hn) *40.18 43 PROVIDE- { oL• > - " L10,AIGL6 o 4°C°NL. r 51 O MIN. TOP '� 4"�.t" 1L• a 411awc. cn 'D65orrDM tD)Z�SLp:-110 Id LVW>= .-LA6 1 _ /{-�*5 0 SLP9 \ ILOu 16 ' 0}V611 11 pu I n n \ �I I DapE J11 a owm 1-o NORTH ocFMI1LIG 1 co ''-9��1 23' Q3/e9' 841 OV411 2 1 -V a 3'-4 22LIpll n I :3� Im1 2'_Bn I A 8P FTNU C I� 4.OVl6 13- lo ho 20_0 CT4P �;� C>3��•1,� I S ��T ' VPVORFc\ K 20 j1 IICo-2 OtTf TO OUT GONGRrrE FOUNDA ON D X20°' F3PRYz ER FainW& FLOFW�i (TA $ G 4°CdMPbLTED Y P) - m ---i° Crre) G-L(We) k_,FCUNDPTION -SEE FLAN f--� SECIl01�! SEG-1'lON �S�GTION CGrLI� A- ) SEtCTlO �g� PL�OR t=f�,�NIING f— .�.I�I aF FOUF� 2 WPLL) %dL° 'r °I_on S (I°IER� C1dk fl"_-I o" 2 (pIB 2 ) �X2 e 34'=10'' `-rdle '/g -o 1' LIS EX NSI I 7 GRID LING GRIP LINE 3p 5A E �oN � w S- / . 1E I G LAP A%x = LIP z I 14OP4 TAl- ILo" ' pn ¢ US 3 WINDIESRAGING 60 PUR4N Rofi'era W iJ 2 G' _ ___ FIGpLUMN EpVE WIND bRPGE PLANNQTES « .N., �NNE.I.. YDF• WALV LIP /IS \ RAf1ER tOUPL MM###MMM###M###MM###M#M##M#MM#M###MM####M Y 2 > \ WE'94Fra �\ 51EE:L o a o 1. BEE GENERAL STRUCTURAL NOTES IN SHEET 5-1. ¢ U U \\ HDal2 6CHUA�NNBL LINA 0 NEL .13 DETAIL (,J SAVE B. VERIFY ALL DIMENSIONS AND SIZES WITH STEEL MANUFACTURER'S SHOP u ❑ ¢ DRAWINGS. lr LL O' t�1 DeTA DETAIL AG" S3 aooFFRAM UbYz"=1=o" O O. ALL STEEL ROOF FRAMING SHOWN IS TYPICAL OF THE SYSTEM ENGINEERED 0 K LL 4 AND FABRICATED BY NEDGE COR STEEL BUILDING SYSTEMS. THIS 15 NOT > > m ROOF r=rzLyMINEI 6ttk 2' �0" RmF FRaMIH.IGI 5cale'h''� 110' AN ENGINEERING PLAN. F- Z W W ¢ z ■�� �` CAMMLUUS a o z FbRaN�� ELYiEIlr) (Q6wDLINE 6u ,IZ„ ---- ------ G1MNN6L \r/+ awa ^ PNNE PORUN 3 S RONJF ^ ° CLW L 0 3 - 1 J ,Z-, N a'o'' ICnCaAAYYaLE wawH� RAFreR P 6 G D F_ F (a I} I N Q W 6OLWQW 6LIP LS _ _---_ O°VEd iL 2poll L O° QITr TP_�� -_OIJ_STEEL CD , r=R M� 2=4" 2O 4" ~ w a INE .rGOLVMN Id�1&0 Ig10Y60 IqL o'/6'I s Ic7h all 13'- 37/14p1, '21.6" , SII ,4d w w w \ C L's r I I C >=AVE gCUP L's Ri R 6 GVa'' a CLIP C ,pp S ZCOF FQPFAI NG rcglci �2•— 1—O LN7 O EXTENSION\ ffoE ��� L3RAcp1• \\ ROOF NJW W a 111 US N BEAM t� 2 DETA I "SW Y�AFl eP w I112S- =- S- 0 m 3 ROOF FRsMING, sG1 G x'. -0s �� �1-AI L it l.,l n GONnNu UU i, EAVG w o - ROGFfMAMIKks, `� L_I-0' o WIND BG�e aAnNNEL s S-- aa a � CHORIZ• W9XIB) � I , i \\AFTER \ ow2.wews A G71puRUN1 I 51-vE L� raRID UNE GI PV NEt. QAFTER CPYnN NEL A v fafl� \ I (Pp°VIDE INIZRNCDICIE N p frAVE \ \ ! RODS f72 P44NlIXWTJ FAAY�E , Call iWJNEL \ RP R S��u s�P� SAWS! EL \ 1 E T2N51oN SEAM \y ° �T \ €AVPc}+oNNEL �Y — cLIPt f - m s B I' LIP G's SION / G.IP G N 0 61RIDwwa HORZO NTpL J/ c�a77 Z ^ 1 S3 @ wlr�D baAGR 2> _ ELYae l�2' PURLINS �J DEMI XGs p =3 RODFFRPMING SG•i�I�yl-11d1 CLIUMN Ij RA RAPTE RAFTER RQFf Z �T?IL C EPVE � s G rzla,E G 2 S3 ROOF FRAMIN:q SCAII: L"-I oT +` oPP, F s mB PURLIN �'� 6x "z" Pulaww 3 con u u M I _ 3 V A U H F COL a� 68='A' 1 F e Attfl WIND BRoGE A CLIPL --4 Cyac _ m u 2, ox IDN C N Slil p j FIWXI2 CAhN NEI- ��' RPFTTEE2 J � ICo � CPPODG NGcz RPNGe3 E N Zm p EDxE R415-1 =I— WIND EPGE a IzemfoR Ea. N (I-mz,IbEN welVa) — 7 PL•Ia1N MENT-) (� G - D�TPIL " DI' WINDFce z V rr V) N E r+ RA7F r-RAMIMJQ G(.d /ya-0' GNPNNELL COI ^ L COL °Iatl 10 DETAIL eave Y -m ~ 4 m RIrXaE 6 YeAVE - 3 3 aGl' "= � � �INIDE' g G E F � - s z AI RPthEz ci 8 ° ' m eAvE N -- 6L " P ° CHPNNEL CI 0 @ '• (PIS xt" PURLIN o L N ° CLIP L Q — // LPL HWIONa� L D WIND6RALB ' RAPIER • �W G WBxIO H°Rlz. h E Y 16 M 4jjR M I{ cw. 6 O 0)mu nZxMAIN S G0. ; / T PURLIN bRPGe Five 41pNNEl T 4WC 5 O ( ROVIDI3 GLIPL m CONT IIa GGo L NTEa"a A>rt ' 3F1aVE_ d Q DETA I " Elk F o 53 120oF FRaMIN6T :caltV2'^�1 d� ION ERAPIE coLUMNFs, D E W } d I� PETA(� o gave " NAL D Sj ROOF�RpMINa ale i=I<)" (p _ - .--ICD I � m Z I _ N z' PuauNs cRu� Iac>= v 0 Z -p o. I N e °' c'`' wurE RA=�a 8 2 Q c`v 3_Od S ICpGA. DAfaLE EDG CHANNEL S caERIL wwa �, 3 5 SA 3A �NI� O RAF 2 PVE ac�uFc '�� SIEEL BEAM -� 4 CouJMh1 D '"l "� O IF GO J �'PUo FJ e = s24))e \\ 0RID LINO t/li- El'L�IL 'F" cNnNNFJ- (rP+•IrzlzvNraL N V O S3 ROOF fRpMING� idle s'-I-o' 0 "PNS \ COLUMN 161 W e) Z L 441111! \ GRIDUNEJ SAVE NOR12, U � CHANNEL. WIND NORTH I 'u ' 6ReCC 27 .27ie" 3 (nVaa 27 ve" 22 Len T!�n I!pn - 4" la'_s�/Ib" 13'- o�llm Iq!oY ° I9�Ol�a" I3L o�ll�" 13�3TIG11 2-e 2o- 01, 4J CHr cT / I6 Ti�ILL° CONNEGn ON To 2 O �I = " DU'r TO cX7 STEEL " 2L4 20=¢n �TAGON - ROOF�RAMII.Y SY/LI2- A B G E G H I ISS I/ s5 ROOD of Four< sca a b" I o G424D LltJS - ' WALL�TICN , PRE eu on • ePs I — — I N �CqE WTTF{ G-IV4A ws - 1I/\/\y/II 1�//�\/11 '1\//�\/1, C3ENERAL STRUCTURAL NOTES Xw- F- 8'° O V 0 �./ V O 0 O H H PRELAS FEEL e�AM NIP -- - TE - xxxx##xxxx#x#xx##xxx##xxx#xxx##xxx##xxx#xxx#xxxx om x w V c� ' I � p � UNE `�pg I - �D �' - --- � a all u - - _— _ I ��P!,/, _�' 1. BUILDING CODES USED FOR DESIGN; K C7 �-- -------------------------- A. _ SSSS ______ _ ________ 7, PRECAST PRESTRESSED CONCRETE; . •. A. UNIFORM BUILDING COBE. 1985 EDITION. --------------- wwa J N L=7 PvS L H H H • �- I2 /c"XS X 21 G" n I 9 - IN6ROUT A. PRECAST CONCRETE PLANK SHALL BE DESIGNED AND CONSTRUCTED TO SAFELY w K /, 0 SUSTAIN THE LIVE LOADS LISTED AND ALL SUPERIMPOSED DEAD LOADS IN ❑ dNJ GWD L NG N \ OSFT V+' lixl' S 1 6/111 101' G1{DI�.Ed1S I� 2, FOUNDRTIDNS_ ACCORDANCE WITH ACI 3LB-G3 COBE. Y + 0 v Rem' %a" 4'/i" fSAS@ rI=_• e - • _ A. FOOTINGS SHALL REST ON NATURAL UNDISTVABED SOIL Ai DEPTHS SHORN. B• ALL CONNECTIONS SHALL BE DESIGNED , FABRICATED AND INSTALLED BY C u V y 7� 4" +^ 4" G.: �� � G= a" WI 2 VY4i1 a THE PRECAST SUPPLIER. IU o O17U/MN II � A g t, I IT a 4' B. FOOTINGS SHALL BE STRIP TYPE UNLESS OTHERWISE NOTED V q G- G S VLPRI!?L C. WELDING REQUIRED OF PLATES, BARS, INSERTS, ANCHORS ETC. SHALL 4111 TI[-e,I 125 - _ q/Q� aNC, C. SQUARE FOGTING REINFORCEMENT SHALL BE EACH NAY WITH EQUAL SPACING CONFORM TO AND'S 'RECOMMENDED PRACTICES FOR WELDING REINFORCING � a 4 rqN DET I L �/G �IER WPL L UNLESS OTHERWISE NOTED. STEEL; METAL INSERTS L CONNECTIONS IN REINFORCED CONCRETE ❑ETA. IL D. A QUALIFIED SOILS ENGINEER SHALL BE RETAINED TO VERIFY THAT SOIL CONSTRUCTION'. O Co s Al rk!oR eo_ Lr s=rnNc� ry y� I = 1p� ANGHOY= BOLT SEr�NE SJR BI it-0' BEARING VALVE MEETS FOOTINfi DESIGN LOADING. D. ALL MEMBERS SHALL HAVE FIRE RESISTIVE RATING IN ACCORDANCE WITH FT- Z W T E. IN LIEU OF SOIL BORINGS. FOOTINGS NAVE BEEN DESIGNED FOR A MAXIMUM THE NEN YORK STATE BUILDING CODE. x a G �� DETAIL - S152CnO J C MAIN coLLUMN f3�AM e°E��L1NG1 SOIL BEARING PRESSURE OF 2000 P5F. [T RILL BE THE RESPONSIBILITY W ? --- _ E. CAST IN ALL OPENINGS SHOWN ON THE DRAWINGS. EXACT 617E AND a 6= 7 aCT14DI ¢ s�4j1�1� OF OTHERS ID VERIFY THIS VALUE FOR BEARING CAPACITY AND INSURE LOCATIONS AS PER APPROVED SHOP DRAWINGS. ALL HEADER ANGLES FOR ¢lb° DW /' F THAT IT WILL NOT RESULT IN DAMAGING DIFFERENTIAL SETTLEMENT. THE PRECAST SHALL BE FURNISHED BY THE PRECASTER. h In aC•{RIDUNEF. WALL FOOTINGS TO BE STEPPED WHERE ELEVATIONS CHANGE; 1 VERTICAL TO 04,105' ' 10a G ARID 2 HOAIIONTAL 1N VERTICAL IXCREMENi9 OF 1'-{' (MpXIMUMI. G. 6TBUCTURAL STEELI J Ell i� ,• 1 Ilh" G. ALL EXTERIOR HALL FOOTXNG9 fiHALL HAiVE A MINIMUM SOIL COVER OF ___ _____________1 PI1au>(2 -V4Q q6'S Ell D P J'-0' MEASURED FROM BOTTOM OF FOOTIINO UNLESS OTNEANI5E NOTED. - to.1Jr ,,,,,r ' m GRID - _ 3/bA. FABRICATION4 ERECTIONOF 5TAUCTUBAL STEEL MEMBERS IG TOBE ]N w c W ' IG° �y ACCORDANCE NIiN A.[.fi.C. WOE OF 91ANDARDPRACTICE. = a„� U „ p IIrTYP. C CAL, BOTH SIDES CSEE RAN) 3. DESIGN LOp05;__z _ i� r �'' , $d9I6X W I•+IE ,�+ _____________ D. ALL CONNECTIONS SHALL BE BOLTED OR WELDED AND SHALL DEVELOP THE ~ ED 2 M1P FULL STRENfiiH OF THE STAUCNAAL MEMBERS UNLESS NOTED OTHERWISE. ¢ F w I A. DESIGN LIVE LOADS: ; 3 / o (SL' fE � �' -IW �}I' 'IE IC -18K (MINIMUM OF 2 BOLTS PEA CONNECTION(.C. ALL WELDING ELECTRODES SHALL BE E70XX.' �' Q” 2 E-- 1 PUBLIC ARES, CORRIDORS ANO STAIRS 100 P5F B. ALL WELDING SHALL BE BY QUALIFIER WEWERS pND SHALL CONFORM TO THE z O.3Rif 3 °� I-' + ROOFS XiHO PSFDID SITcE.= . • - q I WIND 20 PSF A.N.S. W III 6EPN{ - , `�''r. ' Q • ! . I ,¢ Un CAP FLI E. FIELD CONNECTIONS ARE TO BE BOLTED, USE M' DIAN, HIGH STRENGTH ¢ N a 1 = I J T u , BOLTS AND NUTS 1A325F1 UNLESS SHOWN OTHERWISE ON PLANS. A W I- Q (bNIGREI'£ ml+ . .Q o 4,11 4J' 2` `0 d' uN,= 'C,wD J 60 1 C1) 3/8 FC 6F_pM SRJGE �4` ,�4 1X1 PLUS DRIFTING PND/OR BLIDIXG 9NUIW. Ca.uM�' LINE " " 1 n " . n (DESXGN sR CE CONE a) " F. STEEL COLUMN BASE PLATES SHALL BE BILE SHOWN ON PLAN WITH 3/4' W I=- o n L3A56 4= ! qn !!101' R'y/4 Xg!<� h•/4 5)<3-O TO DEVELG? FULL UNIPo! 1T5 4. DESIGN STRESSES DIAM. ANCHOR BOLTS IA307) AND t' NON-SHRINK GROUT FOR UNIFORM En m LINE Nds• LAPD CPPPGI•ry ____________-_ BEARING. = Z CONGhL°TL _ ^ .� f3RBpM PND A 'IB� SreEL A. CONCRETE: 0. ALL STRUCTURAL STEEL AND MISCELLANEOUS METALS SHALL BE PRIME ~ a 3 , TAl i_ BPSc �' OeTAIL - PLAN sc inN TENSILE FORS. M cow N PAINTED WITH ONE COAT OF TNEMEC 099 PRIMER OR EQUAL. TOUCH UP ALL Sq- QOR, �{j--rSIFITLJ(� II - I-Ou_. I PIER -n c'� '�A,II` -0 ' 1 SES= 2B DAYS (FBI) -_ TYPE MIX__-_------' LOCATION___-__-_ 015NRBE0 AREAS AFTER ERECTION. �� O /`01 CaETAIL �— �+teD.�L6 �R ��a ANCHOR eaoC-T' 1�1Ik Ilf�0' 9, BACKFILLING: N. COLUN4P1 R D PRECAST 1 ------ G aI C�El,M } COLUMN 4000 STD. WT. INTERIOR STAIRS t/Ox 1' I L �'' I L IOnX IL&I -It-I A. NO SACKFILLINO AND COMPACTING OF MATH SHALL BE PERMITTED AGAINST tll ^ "' .L 03PSE -TWO � GII 411 4n I, r..r=p i ,6,1 mn mW ' - � �� �k�-I-a 1000 BID. XT. EXTERIOR SLABS FOUNDATION WALLS UNTIL SUPPORTING PRECAST SLABS HAVE BEEN VNI'FI G•IW Ag S n . PT TDP / _ AIR ENTRAINED INSTALLED AND ANY SUPPORTING SLABS HAVE BEEN POURED AND HAVE En%IC GF REACHED 751 OF THEIR DESIGN STRENGTH OR UNLESS ADEQUATE BRACING IS `f dY0 �'� E �+ U1(T V' PRFt.LiST' M - 00 ( \ 3000 STD. NT. FOOTINGS, HALLS k PROVIDED. `y'd X633 'S ✓?� &WD - &kA A '6 1 I RANK pp ; [��CA,L•FS CO�� SEEPLANI INTERIOR SLABS. ZI ® LI NC I =n ;, ' _ ITU M. gD j 0. BOTH EIDES OF FOUNDATION WALLS SHALL BE BACKFILLED SIMULTANEOUSLY S SO AS TO PREVENT OVERTURNING OR LATERAL MOVEMENT OF WALLS. I 11 I`J(jl,p•T101�1 ($EE R&& J) B. REINFORCEMENT: FY = G0.000 PSiI 10 I• NFJX'+TION I JOINT' C. STRUCTURAL STEEL; FY = 38,000 PSiI _ �-L' . 41- L4'X4 X'/e' 10, CONSTRUCTION AND-CONTROL JOINTS: _ =� u c• — E. STANDARD STEEL PIPE FY = 36'0°0 PSI D. STURCTURAL TUBING FY - 46,000 PSI A. CONSTRUCTION JOINTS SHALL BE MADE AS DETAILED ON THE DRAWINGS. 4h 4111zo W 5. CONCRETE COVERAGE FDR REINFORCEMENT; B, A 20'-0' MAXIMUM SPACING OF CDNTROL JOINTS MAY NOT INSURE COMPLETE _ n fi - ------ - ---------- -----I CONTROL OF SHRINKAGE CRACKS. A CLOSER SPACING MAY BE USED BY 4.11 It 4 z pp ly; G, i1�n� I II o - ' FOOTINGS Q FOUNDATION WALLS REQUEST OF OWNER IF MORE COMPLETE SHRINKAGE CRACK CONTROL 1E _ Y= XG II - 'DESIRED. CONTRACTOR TO VERIFY WITH OWNER. -0=_-1R �Q�y�Q� -I �__-�� _ - EINTERIOR XTERIOR FACE 1.2' C. CONSTRUCTION JOINTS IN CONCRETE FOUNDATION WALLS SHALL BE LOCATED I I A CO Ni � CHID 'I'/2" {Yl I, 1 STRUCTURAL SLAB CE t' TOP piNB BOTTOM q SO NO SINGLE POUR IS LONGER IRAN 40 FEET. 9�2 L.1 ll E3ASE NN6 I G CUT SHwNK Cs�"P-A SLAB ON GRADE CENTER CIF SLAB \ czro z-a c6N.lcr:ere �1 DETAIL- �TibN MAIN 2, RETE:FouNDIST1CN UNE COLUMN UjL, TIF_ s� g 31-17 11. ERECTION( WPLL G SPSL� �' ` D�TAI L 6. REINFORCING STEELI -----" " c `'#'� mumae&AING `Gac 4°=1-0' ----------r------- A. THE STRUCTURE SHALL BE ADEQUATELY BRAKED AND SHORED DURING 'AA THE REINFORCING STEEL CONTRACTOR SHRILL FABRICATE ALL REINFORCEMENT ERECTION AGAINST WIND AND ERECTION LOADS. STRUCTURAL MEMEBERS AAE AND FURNISH ALL ACCESSORIES, CHAIRS; SPACER BARS AND SUPPORTS DESIGNED FOR 'INPLACE' LOADS. III raN,140p- 2OLT SETI'TNG ^1d I += I�OII .. `+' A G _ NECESSARY TO SECURE THE AEINFDRCEMENIT UNLESS SHOWN OTHERWISE ON 12. SHOP OAANBN85: ' , d BEhlr THE PLANS AND/OR DETAILS. SHOP__________ U ;�6" U 7p _ •_ j + ,�nX�• P(G PLANK B. REINFORCING STEEL SHALL BE ASTM A615,, GRADE 60. G GRID LINE -COhL'RPT� PIE.2 _ Gi�+'D LINE I (y jeE KIO N pFyg - C. WELDED WIRE FABRIC SHALL CONFORM 10 BASIN A185 A. SHOP DRAWINGS, UNLESS OTHERWISE NOTED, SHALL BE SUBMITTED FOR " B 4N pd S wI r. •4Y4 0. CONCRETE REINFORCEMENT SHALL BE PLACED ACCORDING TO THE CRS( REVIEW PRIOR TO FABRICATION ON REPRODUCIBLE TRANSPARENCIES WITH E DNE PAINT. SENO AEPAODUCIBLE TRAN5PARIENC[ES ANO PAINT INA _ _ ,p •IiECOXMENDED PRACTICE FDA PLACING AEIINFDRCINO BAA6'. _ _ EMC3EDLED E. COMPRESSION AND TENSION LAP SPLICES SHALL BE 30 BAR DIAMETER MAILING TUBE. TRETURNAIENCES WNICN WILL NOT PRODUCER LEGIBLE /(� DETAIL PAINT SHALL BE RETURNED FOR AESUBITTAL. 811X'-9�6''M�IYaB �Tes MINIMUM UNLESS OTHERWISE NOTED. a I - - lSPSE PLA t \ _ S ANSIIofZtxaLTSE7f1' Yale 1-0° _ CBY PPE!ASr _ F. HORIZONTAL REINFDBCINfi STEEL IN FOOTINGS AND CONCRETE HALLS �-11/4"0/+B'S 1 GwD UNE � -- - � SHALL BE CONTINUOUS AROUND COBWEBS. B• PAfOA TO SUBMITTAL, THE CONTRACTOR SHALL REVIEW THE SHOP DRAWINGS h u N _ I - \ S. PROVIDE 2-15 REINFORCING BARS EACH SIDE AROUND OPENINGS IN AND MAKE ANY CORRECTIONS REQUIRED. THE CONTRACTOR SHALL STAMP AND I 5 y,2/6 y.10 �. n I ID LINE eF� \ ,\\ SIGN THE DRAWINGS THAT HE HAS REVIEMEO THEM. . _ 6¢ CONCRETE BALL AND SLABS. BARS SHALL EXTEND 24' BEYOND THE CORNERS -- FcowII vu 05E I EPEE RWI " 4�s 1 (�y;L" LINt ARID y - r � ` � p OF THE OPENINGS. ALSO PROVIDE 2-15 DIAGONAL BARS pT EACH CORNER o„ $ERM OF OPENING. C. SHOP DRAWINGS SHALL BE FURNISHED FOR ALL STRUCTURAL COMPONENTS. d — -- -- -- �! M IVz°1 3 2/i \ (SEG PLAN) I i gN I I pn h b ���� i 21' /Z\ _ - II ' q �p�T�II� • RL.AN CENT sp- �CE7&I L D�TAI L AIIIII 15OUT SE71 IVIG raw e = —_, o ..I' I L tJe COLUMN TIE 5�1 YA,161-o° R.4 PA&w 8EARd+K>I ETYAE ! A �wDUN1E gyy' G E c,PWowwe G7pua'� q'- 'I. aN.. �ITr, Paecc�r PREC,pE ' °I• fOUNOAPTON ColoRef's I. , f�WPLL COWH/N n S _ e^se CC r uNEi T-0 Or I Q � 1 Lu 0 41DUWE /z° I 2'hl" EM6EDDED z > >- Ne CoNG, -`B1 % II / EASE „ - W �aseOrm /� Iz" P�?ssa •1 ILAAW/ 1=0"x 4%4X;/6° EAM Z wI a•11*0 /; 0 0Y0 1�A wl -3✓e � � l-s/411 15 a m v ' ° P g's, u o� c Ela]e RN�HoR s 0 uVaT C see RAI j . I G CLOLATI? LNIpSPAN) WH�Rm. 1No1T90 OZ � --- - 2� DE-T&I L . Q DETAII_ — DIM L. --- �(P u2A6'S \z D�T�iI1 - MIDSPPNANC{LE „_ r SUPR7RT SCaIC3�'=1=0' FREGFbTBEAWUC� r.�Te �4_I o M +10R8a•T �III idle I'I =I-O AN4beE01-rsemKol , 12PI-1_61 lo° W N tta�iP.1 'i��B ;Fmmo F.ei. 'N'IK2'%2'-C�' S1PlLBEA!✓� C 4wcuN� p� 1 ' 0 3 -PET•A L. Q-P�OLT ZCLID `� - o 6nx•/e1Xl(o" s �` I NL1oToN �IE �I `-i TwomDOLTsE1•RWAI S(A 1 -171 OIndex ra ® Na oa DECL ARAT.IQN F COVENENTS � ' Nalmemeall AND RESTRICTIONS U c'y GPTAPPNO ' �rii#ilitif#:t#itstii#:#tests#its#iXXsiis#:t#tttti#ii#iii#iii##x#Ctsitsi#i#ti#sit:#ttitli A 1 _ SITE FLAN � + a'@ 8 A� _ LEAS EM ENT FL QQR FLAN ROOM :� 't I�r -� YXE�EAS, SALYAIDRE CATAPANO and JEANXE CATAPANO, 2. No more than one single family dwelling may be ,` FINISH SCH EDLILE DOOR SCHEDULE L?r I zPLESKI 19 molding a 3]OI Courtney Lane. 3ethpage, New York 11]14, are the erec[etl on lots 1 and Z un the map enH tl ed 9ALYATORE [ATAPAXO as y DETA I LS m LV G ` W'- U IGO.SV1 G U .J owners in fee-simple of certain premises 1n the Town of Southold, approved by the Planning Board of the Town of Southold. A ■ NJ v a W. 79° A' 30" E . 0927.43 mlk County, New York, known and tlestgna[etl s SALVATORE ]. That there shall be no further subtle vision of lots A _�A I N I LQQR FLAN RQQM FINISH 1W I CATAI•ANO at the southerly side of Route 25, the urteAy side of shown as number 1, 2,and 3 an said subdivision plan, in _/S QH ED ULE - DQQR SCHEDULE f / BUILDNe, seTYa�GK _5Gi i south Harbor Road, and a portion of the westerly side of Bayview, perpetuity. " DIll TA I L5 all LDT A TD-Z f,,}} O Road, in the Iown of Southold!., 4. That any further subdivision of lot numbered 4 On A4 _VI X TEF- I QR ELEVAT I QNS - STA I R N DLZY AL G�I��PN� I L Ne ql� WHEREAS, said Beclararantz are desirous of Placing said subdivision plan shall only be_permittea with the consent of .FE;ECT I ttNS ex AND DETA I LS _ L Ce) w+ certain restrictions upon said premises which shall be binding the Southold Planing Bard and shall be limited to a minor O 77 �Y I ZALESKI / r or J � ;poo all pvrchas ers and their grantees.tees, mon[zagees, o successors subdivision containing nl Fg opt more than four (4) lots. AS _ WALL SECT IQNS f/'Y "AI I Vi X,80°11 ,so" E. �}•,r58,gq' n interest or the individual itis shown o said map az approved s. That, except a set forth above, Declarants reserve A6 _ gASEM ENT REFLECTED CEILING F-1 AN ,`ejaJ}J� Q ® ✓IZO(+OSE17 •MIN= f I M# X11 LPN(a _ __ __ O by the Planning Board of the Town of Southold, Suffolk Count/, the right to impose additional covenants and restrictions, and Et4-1I LD I NG SECT I OhJS - I NTER I QR PPRKI4JG-1 /1P New Yerk. - further reserve the right to modify, change and/nr annul any such ELEVAT IQNS - AND DETA I LS _ Cq LOT �W V NOW THEREFORE, THIS DECLARATION WITNESSETH: atldttonal co venautz and restrictions that may be imposed from DAVE VJ A7 - MA I N FLQOF_ REFLECTED CE I L I NG W'�AAB�YW L L.F�!•}IZ m �� 'm That the said Declarants, for the benefit of time to time in the future. FLII I NTER I OR ELEVAT I QNS _- ZLV `—/ S themselves, their successors and assigns, 1n consideration of the 6. A metes and bounds description of the entire f AND DETAILS - - - - - - - PULUINCa ser BaOK � - - - - - - - - - - -- - -� � ^Q . �/ pramues dna for the purpose of carrying out the above expressed subdivision is attached nevem , made a part hereof. o o I in tend ons, e0 M1ereby make known, admit, publish, covenant and IN WITNESS WHEREOF, the Declarants have executed the S I - FQQT I NG •m FQU NDAT I QN FLAN __ _ r 5. 79 4 30" W IOIG• 5 °" n DETAILS _ pi ry { agree Nat [M1e said premises hereinabove set forth,o shall foregoing Declaration this A`I 643• f June, 19/8ay�, ems- Lor I I hereafter be subject to the following covenants, easements, ��� S2 _ FL QOR FRAM I NG FLAN - SECT I QNS - Q a M 5 LbT LAT Lor LLT '-I Lor LO Lor I LOT Lor raatnre ata a o �_ PPNTaZF_ ¢ Q W T j .eso-lcn ons ,na agreements: Jeanne I LS .- tea u . 12 13 1� I5�qNI I L 3 oning re9uLtipns and ordinances of the Town, poop n S atL Q STATE OF NEW YORK) Si _ F2QOF FRAM I NG FLAN AND DETInk I LS Q . DENDRON -�Y`4AN S4\/ IE TVRNERI KRO PBL MARINESE Ei0111�1?N FRIEDMPN , 6VFFA county and state or other governmental bodies 1n whim the COUNTY of SUFFOLK)// g �> VILLPGE of GIZtF_NP012T 10 Prem ses lie. On Ne2Y day f June, 1986, before me personall ate L r SALVATORE CATAPANO and JEANXE CATAPANO, to me known and known to 54- - DETAILS X11�L C G - me, [o be the individuals aesc r;bad in an who exec .the I9 7HoLF ITT' .r fa regoing instrument, and at know eagetl th y [M1e _P toted [M1e- G( l(= OF �../ same -\ F-iJ ll.l-11�[y G�PNGXE ROAD f:L„Ar\j par b a' q r ,- \ wo - V = looa > a vm — Co1JER- Yl It 1z'_I I, m - / .F�2-s o p.l bl - - - -- \_ --t-„_ ---------- � o Q- _ 250 WATT AaEQLURY LAMP' --� Daln;L=.. t=11 3 NLAIN r't~mR I Y / o H F E �N\ s LVIGt \ eL.21,a3' / N -7,1 4q 30 lQ 27. 43t \\ / 14,1 \\ r2.i PHoTeO . �)EY NTNoI _o - Qo IAIu•16.33 y`�_ \\ \ ONU'n•1 - / CFO Pimill' ro ON n IEc�c. 411 aCAoV�rja2h2oc RDIJ TO 4iE PGC- GLASS I 6A:KRLL — 0 0 I \ EJEcmI_ 'raoO PPE - Zo” wlcLaQJ TI I _ {1�T \ Mw,elnP� ounET INLeT SANDe = I' I/0"/ FT --� - _ r -=? ca DIA, Gams ei.. F r- 12,1 i ' \ \ - W L _ I{' - ^ ' Gip !P co �• III �� ' ll, I PlzFcrc.T �. �. 3-WIYeU�ZFiR I fd `� Y�PE-PIZN _ K— - � / RAY PCj'EP• CIyEt-N CGiH r' IN V IOi(j RDtlid V HDuF GP 14 \ O OEE ENFMEx1T PL GI I - 8-G'_D G� - e• {: ZEA A EL II�p' Ix_ Wf �iErP lG 1 LS �- � \4'OU.flf-a-•W �" TTNK Iz /o Iz, 1 � ,I 1 - I . M I -- IZ �ITTihlibl AV Il ati � �� r \ I J aI,l WIN 14 UIIVE a v , ^ A PH Ltoi X83 5�F' \ ck ', Irti- 4-0 2'-0 -1�(PI(�L• I�P�ICINs- ,IGf4 � 20 O" ' ' o" iB _- IVI \\ .\O�dNELL LII \ - - \ 'f�IB ': ? PRCLAST T 5 \ \\ PazA'WaTD �\ \ / F t • CArOH \_ I Y u V u \ LI(aNT FiKNRE ( a':I' 8-0 - / _ f i LEFLr kIN(o ' R4In1, 2-0 f/ \ \ uwl�z t• 775o �,Ff \ r N ,aP =1 V) \ /4,, Ors 2 GF -1 Ot\'' - -- \ � gl ccdlcYn'H-�Id - - \ of PRdPOSED o i GOOF- PRO 0 PaweT +sF AI TION sale�µ'_I-0 �� \\ Fill V - - - - E vvtri �� CHL) 2G1-f v� jv O Net II O r� QUI ) Rr-14 ell, ryN 1 % G-R_ - 3 -- LOWE12ReEL• Il '-ol' ;o '-\. 42 LI(alt� Q '�j . I� - --- -- �'-G FL,EL 21,_4 ` IaNr ,� -/<,TQ/y / /�� _ �\ FI N-E �ry O W rI/ �� \ � Z 5 v _ _ m z � M1tiO -' _- --� �\ I / o /Toa-\ II•e \ \ 13.6 � t5 f0 ^ s Pile g �\ 1 Q / �_� \ \\ 21\Ile- d /�-iISU�aJ-1VMfN150s Ti-VI�T \ O �-�� _ I MDPLc _ - _—•-� �-If3 - �{_- - /� ��P� �P)1 \ MPPLc �i __ \LIX-J SI+EIS � NB � ` N i � a Q� ISab �i ' �� LEPGI+I �D � �13` \ 1 / PND cYJhII RE'QJTIKEI.7r \\ \\ I�RUIMPA-E N, _ —_—i=---- i— Y - s o ALK �'� v AV V _ jz -Lig -r �._ A\ LI�+�• sI�,N� O _ cT m II �..� ; � Y -- - z r "INC J I4 13 12 IIID 101(PI%$' _. i •1 2 2 ¢ t---- • 'Ty iJT HEALTH SEFlVICES i O W OE I ���I wE TRs v -PeivcT I EXaB d V P21veT eeurae 19'-7 S . O A2aD0 \ { 11R \\ Ib, pamval Coo-'' .cT VV,,%S Z L C� - �IJC>tPu2 18 7 0—LDI2 DOU IR vasr-�R IRio 4_raLOawo \ 8 3- r+e ��u�.,u I`IIa, hPlwoc �¢uce \ tC'-�'-t•_ t=IIL 14 P',� I 4) /0/W _ the Sew F �c yJ have b ;I, . d sI3 (i .In In rN r Supply feclbhes a! the_ ' J' sepsis •ply 7n eJEeD 6y rHis DapD,mlaO[ u— aye WT it is 101-UTILIT`( i#iissssi#####t#t##i###s###rsiX#ii ssi##X##ts#s## x##ii##iii####x###Citi_#hitt#x#Xi#isX###-####i X_t# in C iphancx wltn toes -as GulU plan E-0SEMr�.IT _1= -MM _ DESIGN CRI TER I A SEPTIC TANK CAPACITY b" ' it Xttss#t�#ssiit#ilii#tXiii#iiiit tiitisiisixtiiiiititigi#rtttiii! isiiit#ii######tiiX#X#Xi iXX####X#it###i##X##t##t -------------------- II�UE S I TE PLAN DATA _ - DRAINAGEOW HARD SURFACE AREAS 2 DAYS FLOW X 820 SAL./DAY = 1.640 GALLONS 'j•E'p-fNpL[L� EL IS-D'� DATE - MEF I GE EHVI L - OEB)fiN: SEPTIC TANK ----- 2 DAYS FLOW —4 — I -O EL IG - ENGINEERINGHYIGES ' --- -`--�---'-�-- —---------------- LEACHING POOL --- 1 DAY FLOW SIZE IN CUBIC FEET : 1640 X .1337 = 219.27 CUBIC FEET .o" d TDP=01L I p i###s###it#tiX#XX##tsssst#i##t#t Vc = 38.500 SF X .16 FEET-X 1 = 6160 CIF LOAM PAVED AREA ------------------- 30,500 SF VOLUME REQUIRED-= 6160 CUBIC FEET 1 2 DAY FLOW FROM CHRISTIAN DAY SCHOOL GIVES THE HIGHEST TANK SIZE = V Y Bt 1100 C-d�t, C,&PDC r-Yr 12.&` SITE PLAN CONTOUfz SUFFOLK COUNTY TAX MAP DESIGNATION ROOF AREA --------------------- 0.000 SF FLOW RATE FOR THE DESIGN.) - SAND W ----------------------------------------- COEFFICIENT OF RUNOFF --------------- LoR 0 WOODLAND AREAS - _ _ / IS — CONTOUR PARCEL: PT, OF 9.2 -------------------------------- -------------- ROOM OCCUPANCY X GALLONS/DAYr = TOTAL LEACHING POOLS SAND=S II EY,IST SPOT BLOCK: 6 WOODLAND ------------------� - 53.500 SF Vc = 53.500 SF X .16 FEET X .05 = 428 CF PERSON --------------- GRAVEL scale. I =�I II '8 ELEV 4M 01J SECTION: 069 COEFFICIENT OF RUNOFF -------------- .05 VOLUME REQUIRED = 428 IF --------------- ------------------------------------------------ LEACHING TANK SIZE = 8'-0' DIAM. X 6'-0' HIGH. DISTRICT: 1000 _________________________________________ - KINDERGARTEN 47 5 = 235 NORTH O 5 ID w - �xISnNG S� �-r• GRASS ------------------------ 125.500 SF GRASS AREAS _ EDUCATION AM it 31 5 = 15 LEACHING RATE: 1111 .rB ####t#tXi####Wises X#ii####t tttit COEFFICIENT OF RUNOFF --------------- -15 ----------- EDUCATION RMS #244 56 - 5 = 2110 - P�3 ° II ----------------------------------------- Ve = 125.500 IF 1 .16 FEET 1 .15 = 3012 CF EDUCATION RM 43 30 5 = 15 4 TANKS X B'DIAM, X 6'H. X 3.14 - 603 SQ.FT. 12-G" I' j OWNER OF RECORD RAINFALL ---------------------- 2 INCHES -------------------------____________-____-_--__-____-��---____-- 603 SQ.Fi. X L5 2AL/SQ.FT/DAY - 904 GALLON / DAY. 16 ' TOTAL VOLUME REQUIRED = 9600 CF 164 5 = 820 A LUNG/DAY ' Al SALVATORE 4 JEANNE CATAPANG VOLUME CALCULATION FORMULA Vc = ARC 16 - BASINS 10'•0 ' DIAMETER X 8'-0' DEEP LEACH TANK CAPACITY: BLDG. DEPT. MAIN ROAD 628 CUBIC FEET VOLUME PER BASIN TOWN OF SOUTHOLD SOUTHOLD, NEW YORK 11971 4 TANKS 114 X 4 X 3,14) X PH =,1205 CU.FT. 17!00 THESE DRAWINGS ARE THE SOLE PROPERTY OF RICHARD KEILLOR, ARCHITECT 01F_ VOLUME PROVIDED = 10048 CUBIC FEET 1205 CU,FT. X 7.42 = 9019 GALLONS. # AND THE USE OF THESE DRAWINGS OR ANY REPRODUCTION IS NOT PERMITTED ####iiitt#s###tit#iii###Xis#ttit� WITHOUT HIS WRITTEN PERMISSION UNDER FEDERAL COPYRIGHT LAW. Go �s*#1Lt#tt###s###sti#x�#st_s311#lI#� Y#i###s#YiisstJfi###s#i###YYY#Yi sXXX#X#X#X#ii#XXX%##Xt#XXXX#####>�s#ttX####%###t #i#ti##k##t#*X!#,#esti##i#ii#sits#XSXXXY#X###XY#i - C/� MDC RISER &' NOTES '' No 6z* _E O1 UR SETS `�(`-'1�Q"C-3'#1/0 THW CO. BELOW GRADE y SECONDARY SERVICE BY ELECTRICAL " 02 SUBCONTRACTOR. OCT., CABINET_ BY, ELECTRICAL SUBCONTRACTOR.- VER'IFk,EXACT' REQUIRII�I'IS WITH POWER COMPANY. Y/ MOTOR & EQUIPMENT SCHEDULE . FIRE ALARM WIRING LEGEND 0 ';Sb=T," BYALECTRICAL, SUBCONTRACTOR. - r I� 1 PROVrxD r rryr�RER POWER N�EI� aim - $ WIRING TO METER REQU�. e -41 'Hi7iNChI r 1 4# 8. 4O WiRTNG TRO 3 © r NO. IDENT - -TYPE N, C71BA''UPT PANEL- j _ ,I HV 1 0 � � �(4 ` , " RN32' : BP�l H F' OR1 In`.. "� 2#J.4, 41*Ie .t Q 6h0�0 #�Y SWITCH ,WITH 400 AMP FUSES. LABEL 2 h O <2> O I O L r 1p-m 7 G nr C 1 3 4 H P: - 1ROV 2#14, 4#18 TO FIRE,AIARM!-PAIgT., ZONE 1, 6 200A-+2P SWITCH WITB 200 AMP FUSES FOR PANEL i I � � Oct 2 BV*2 OIG F C9L :FDRIIBCB� ";; ,: P HP+. tr• - �TJ ROOM ' 2 C HP-, - 3 4 N. OV- 4� 2#14,; 4#1�8 TO FIRE ALARM PANEL, � ZONE 2. I g7 260 2P SWITCH WITH 200 AMP FUSES FOR PANEL —� 3V'4mP. HV-3 QOILFFj r .. 4 _. HV- 0 FIRED MECE '" RCS, 1/2"C-2#112 HP-1 4 H P'. 120V-7. r - 2#14. . , - �8 20- ,$1/O�THW C0.' 't _ 5 ' HV-9 CII.' 1 -1 L F,'. 3 0�2 HP-1 r , 3 4 A.P:, ^ 12OV 1 : x.. —"---- --- [ " ] 2#14 TO tEIRE ATAPM PANEL. SPA FOR FUTURE WIRING TROUGH AND SWITCH. FURNACE 4 _ __ J ■ 6 'HV OIL ' SNI AOCP7."L' i'd' -2# ', HP-1 3 H P7; 120V 1 7� Et-0pPy 3/4" 071•IDUTT DOWN '!p TELEPHONE PANEL. DRNFIRCil 7 EF l - EXHACGT J14 ATTIC $PACEr J ' 2 C 21R. ' FH'=1, 5.0, - 20i/-,1 8� 2#14 ,{4 EACH) TO EQUIPMEMP #2, 3, 4 6 5 FOR ,,, m AMS' H5 4, B6 I, - FURNACE SHUTDOWN. I - I 0 AMP -"1201n-1 r� --- NUM: AM EXPOSED FIRE ALARM WIRING SHALL BE RUN 8 .E�'` 2 T IN ATTSC'9PACEr $1. B"C-2#.12' ; BP-2 9 SE ' antR iu�9':85 s H6 -F-IW-3' E)o3ALI5 FAN ,I„/2 G-2 '1- HP-^ 8 P34P 120V 1 h' 5 B1 _—� 10 , ' EF 3 EXHAUS FAN TOFF'.. :_l, "Q 2# AP-L .8'.AMiP - 120V i1 PHASkIi, B1s a '821 I' 11 EF-3. 120 ';1 1 12 1 QIIr Fl RQU+I 2".0-+2#1 , „J. . 6 B P 120V-1 , }' Y ,WATER B2 I' +13 ,;.. RESIDENTIAL II.E'PTO E10UIP- 2 C 12 1 A Y�. ; 230V,1 Si J '"�* Efih'VATOR MF,e7P. ROOM 1q- 120V PA�18H ' HIM 87 "' Vp8 *VERIFY'EXA REQ WITH �� SUPPLIER - - � • NOTE: ALL TiTJ•12E 20 THW CO. _—'- - _ _ _ ` ¢ z All � ELECTRICAL SYMBOLS , POWER NOTES .. SIIJ'T.E EOLL' SSQI)IQ3' PAD MOUNTELIE''i1� N$FORMER BY POWER COMPANY., CDNCWTE PAD BY GENERAL NNfRACTOR. PRIMARY ,,B E,RVICE FR.OM�, GRANGE ROAD BY ELECTRICAL I ) . ' TWO POTx SWITCH sDscONtkAC D2,- SECONDARY"jSERVICE FROM 5 n - i TRANSFOiOlt TO M.DC .BY ELECTRICAL 3 T'HREH-WAY ) SUBOONPRP.CTOR 7RIFY EXACT REQUIREMENTS 6 0 BI9 ® 2 GFl _O y!IxTH IK,) . E,�,'1t�Amen -�P I 2 _z tax sv?LX ' Ma D, etrrl�ti��. 'sEEc xlsEa. _ 1 44 3 PROVIDE EMPTY. 4",'CONDUIT PRCl71' TELEPE30NE � 6F1r 2a?1 $ .'- MriOR RA SWITCH FLw f9$E �j Els . t - GULLET TO =a" EQU�*T PANEL- , �(I, S POLE SNTITCH F. SINGLE RECEPTACLE 4 ., RECEPTACLE FOR 'TER. COOLER. COORDINATE 618 II ` LTJ --NPI ' LE . �' dP I 2 5 6 EXACTry�` CATION '0#EOEPTACLE IS EHIDDEN' BY M -P*Mi,'RECEPTACLE WALL MOUNTED " ' WATER( QOGLER.s 5 PROVIDE RECESS fJ i4CT1ON..�BOX WHTH FLUSH CE]T,TNG RECESSED INCANDESCENT BRUSS'EB BR4SSI,�gVER, AND EMPTY 1'! (OFIDUTT BEIM FWOR 7O P14D-CONT R,OL BOOTHS. VERIFY � � � Z� -21 I -- -NPI HP=I_ B�. I Z .' ,WALL (•AUNT'B'D H.I.D. /^�K,� EXACT' SOUND SY v UTR rrs WITH( OWNER. 3 M I ,14_ I M •¢} 2Y 3p' 6 RECEPTACLE FC! FRdPA,NE GAS FIRED RANGE,.. 5 I ' i SURFACE MOUNTED 'INCANDESCENT' �• VERIFY EXACT � WITH OWNERt. PROVIDE DOPLIX F CLEt:EOR DUPLEX SEWAGE N6 L - 4 w 24 - - '.; POET M)UNFED H I.D., - ET1fiL''T.OR VERT= , CT REQUIREMENTS WITA; di _ s 5 2G © B3 r �I . , EQUIPMENT S .: rr I I • L AfZuNTED FLUORESCENT, � ; ' , � A. PROVIDE, D9 , PLYWOOD TELEPHONE . d �- . EQi#,TFmEmP BOARd. 'y,2" CONDUIT OUT TO I' OR RECESS FLUORE 9EL�� RADD''�:" nwci' RDS ws� NPI I 326 2 2h 26 _ 24 SELF,POWEREb EXIT LIGHT - PROVIDE P0Wn1FR lNECTION TO LIFT,'ELEVATCR. _ 61 613 � WITH )Ir l-'Y LIGHT WAffi AI's PROVTBE ,ENIPTY .CONDUIT AND"'.)UNCTION BOXES ABF �RR EGTMTOR c%LLE B 'Si ± \� LOW NXMGF' yy 0ZE,DEt.EC`1. Olt . 5RP.NLft IER ct�= M$NTS"WITH '^,,QUIP.MENtP' I 6 L Q.? HEP,T I `TELT& CEILING MOUNTED ' n PROVIDE PO*R,44II�NG'.AND EMPTY TuhCTION' _ BOXES AND CONDU115 FOR MOTORIZED R*TERS. D, �YI DUCi"�LA 1T pETpLTpR VERISM ENCAOT RFQ'brTAdMENT3 WITH MECHANICAL„ Lt°'I sUeCoNr�acmR.,,_ ,- gm WL MOUNTED21_ AND CbNDUIT� FOR Atm4 1, n. #LSiNfFIREAL, FIRE ALARM PULL STATION ' � MOUNT., YR&'ALA ALS NNl'ROL WIRTI�G HX.� s 4 $� 1 • EMYFP N BOX RECESS QIP-.I '_ NPI $ .PANEL W1.LTH TOP AT IN. TELEPHCN$, OUII.B'1` K LLi MDUNTF.'D •5 -0 . 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