Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Permit 25 Atlantic Blvd
•{`S ,� A AR T�ml'y OF TOWN OF ATLAMIC R� FLORIDA ijo for Toth*SupervlW a#B1 'Che:undersigned here ► +g�lies qtr.pe (State"!f La Yey p A add to c¢t mousbull4l,%s:erect A*Alh; aW,etcll l boUor,otovator,etc.) B12i1tli�utg OIY _ �..-. #l" 'u (state fraWon per} valuation $ tdt#tta ceet o! lenprt�anstct),_ ""'-"_'`—,--^-;-.....-•-_..--.-.-..._.............:..........---,._..,..�.----.....,..._. BUILD" AND 00=A=y What is Present Use of buil ...Regi i ial or`BtZSinelk8$ It,residential, whet t3'pe.-.Pw+ 'r t +ur Apsrtmerit,A 'tMlentB 4r:1iCc8e4. $Slw many iraalilies,act*ornt odated now? --. .- - M _ . .saw,tftnv eol a teked?l .._....,r......_ I1 business, what type? _. Wiil fawod be pMpar4ad for$810 bit ttat pht>nbing Work to'be . ..... ...t........Size Of present•t>"uil4li a of esteoa—. Mize; Ntrrribl!`Of etorles ntJ4V er al d.. -- ., »..�_ 8t1'� of t' ' Material Of present builder _.,_ aerial of extension,_,.,. 1�£. CRY PLANS IN DUPLIGA TO BE. $Mj I CI ITH . M Cl GAS0hZIM0 ; Na>ne of Oil Suater br.Clalwal#aate Pump or Waste and Ad"+a�,'N"�rr�it� In connection hereurith, tpplicau"is Made .-441161i,ftpadty tent*,*(*) Made by ata V tl' t',above ....,........................__...._; —71 (1110446 or oatside7 £ aepir;o# ectohl►eer? ►� $AW T#:i. $(Owwo ElV'1'IRE LAYOUT ON, $�+ '. BLOW It O C a c>3ttics Z l 0-0 I d� F tst nether ave iaRtn 1z►ar, "'-- neightl �c"? lariat of 00* retraction Iced?_ 'T'ye" 311t*tninatiol tState yvt►►ikher���-liar nr S+faori) SUBMIT DRAWING IN 13, iiCAI TE ROWING CONISTRU'+LTIQN OF SIGN.AND XVTHOD OF: HAI�fG� ra ADDITIONAL IIFORboll � s 4 `or c is. rovide tiimension �i retie} aide) F. WNSA MQ - ROW 1 !`O1 ANT NUTICE: Iil consideratxan of per ven for dein the work-as dee bed in � above as e�tr h g � agreep perq aid ;cork in acsrdl�nce with,i attached plans ands cifi efons; hrefi ar-e a p� *€ate aft a cow-4Cltl"tea 1iiillt :reg�zlatlons..of.ttta Trlwn Atlantic Beach. S +e of Builder' A4dreae€... " ;, S#gnat1ge of 0l' FOR OFFICE USE ONLY Date...... ... ...".0.............1 _ Permit CITY OF ATLANTIC BEACH Valuation $.......................... FLORIDA House #. _ _ ..._ ........... APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date.................. Z; Owner_..._...TLS �!N="J Address.. ST_ TL.4NTic Telephone No............... Architect------------------------------------------------------------------------------------------------Address,...........................................................Telephone No _---------_---•-•--•- Contractor Builder.. ..... 4� o& _7n5 .�'A`1l..Address.l.*.V IN _.s T..-Telephone ........ LotNo...................................................Block No------------------------_-----Sub Division......................................................................7---------Zone................. ............................................................Street----------------------_-Side Between....................................................and......................................................Sts. Valuation ...........For what purpose will building be used........................_-.............Type of construction....... C.�.._.._._...._.. Dimensions of Building........................................Dimensions of Lot..............._.........................................Size of Footings...................................... Size of Piers------------------------------------Size of Sills---_----------___---........Greatest Sill Span in ft...._.--._--------..-----..Type Roof...................................... How will Building be Heated?------------------_---__..............__..................Will Building be on Solid or Filled Ground?........................................ Size of Ceiling Joists------------------------------------------- Distance on Centers............................................. Greatest Span-------------------------------------------- to._.__._...--•--•----- Size of Floor Joists...............................................Distance on Centers........... ................................. Greatest Span............................................ to Size of Rafters.--_----------------•-------------------------...... Distance on Centers........ .................................. Greatest Span-------------------------------------------- to �� ��X z� � a'�e� This rectangle is to represent the lot. Locate the building buildings in the aposition. Give distance in feet from �d all ll lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. Z Z 3. When steel is in place and ready to pour beam. 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. W W 6. When septic tank drain field or sewer is laid but before it is covered. q q 7. Electrical inspection by City of Jacksonville. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the Cityof Atlantic Beacchh p Signature of Builder 4JGG::.- .,.. �C% ���i /- d�G � 2 }1, ....... Signature of Owner----------- ----------------------- - Address.................................................................................................... CITY OF ATLANTIC BEACH, FLORIDA_ J Approwd by APPLICATION FOR ELECTRICAL PERMIT y TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 7J2 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELECTRICIAN 1 NAME CTL ��t/N ADDRESS: ,2 pP RFD-BOX- BLDG. FD BOXBLDG.SIZE BETWEEN: RES.1 1 APT.( ) COMM.(vf' PUBLIC 1 1 INDUS.( 1 NEW( 1 OLD( ) REW. ( ) ADDITION I ) TRAILER ( ) TEMP.( 1 SIGNS (VI � � SO.FT. SERVICE: NEW( l INCREASE(✓f REPAIR ( ) FEE CONDUCTOR SIZE AMPS COPPER I I ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMP 31.100 AMPS, SWITCHES_;? INCANDESCENT FLUORESCENT&M.V. FIXED 10.100 AMPS, I OVER APPLIANCES BELL TRANSF. AIR CONDITIONINGt4:60M , Fs 61LO40wlKW-HEAT H.P. VOLTAGE PHS; NO. H.P. VOLTAGE PHS S MOTORS ,tl tf INSTRUCTIONS FOR USING "ESTI-MATE I" CHART This chart is intended for estimating use only as the curves have been normalized for uniformity of presentation. Final design /^ calculations should be performed by a Licensed Engineer. The curves indicate the allowable sign area at various heights for steel pipe poles and wide flange beams and include a factor that compensates for greater wind load intensity with height as indicated by the table at the top of the chart. This loading corresponds to the 25 PSF @ 30 FT. Designation adopted by the International Conference of Building Officials in their 1967 Uniform Building Code. For other values of wind loading, a proportional correction of the sign area must be made before entering the chart as demonstrated in example 1 below. When multiple pole signs are considered,the sign area con- tributory to each pole must be determined before entering the chart, as the curves indicate allowable sign area for a single pole. (See Examples 2 and 3.) It should be noted that in the case of multiple pole signs using wide longe beams the beam size can be reduced in many cases by the addition of a rigid moment-strut connection between poles at a level below the center of wind load. (See Example 3.) This concept does not apply to pipe poles. Consult a Licensed Engineer for further information regarding speci- fic applications. The following examples are presented to clarify the use of the chart EXAMPLE 1: Single lPols Sign SOLUTION: Enter chart with: 8' SIGN AFEA = 40 sq ft HEIGHT = 20 ft Answer: 40 CENTER OF WIND LOAD 6"— 17.p2 #/ft Pipe (.25" wall thickness) or 8WF20 Beam in WIND LOAD CORRECTION Assume 35 PSF wind loading at 20 ft height t� r Sign Area Correction: 35/20 x 40 70 sq ft C Enter chart with: SIGN AREA = 70 sq ft HEIGHT 20 ft Answer: 8"—22.36 #/ft Pipe (25" wall thickness) or 8WF24 Beam EXAMPLE 2-.-. Double Pole Sign 30' SOLUTION: Enter chart with: a 150 1 150 CENTER OF WIND LOAD SIGN AREA=. 10 x 15= 150 sq ft HEIGHT_40 ft Answer: Zn 2 - 18" - 70.58 #/ft Pipe (.375" wall thickness) SPLICE SPLICE or 2 - 14 WF 74 Beams PIPE SPLICE SOLUTION tn M g Enter chart with: N SIGN AREA = 1.33 x 150 = 200 sq ft HEIGHT = 15 ft (Use 1.33 Factor for all Splice Solutions) Answer: Reduce to 12"-33.37#/ft Pipe (.25" wall thickness) 10 splice EXAMPLE 3: Double Pole—Multiple Signs (Consult Licensed Engineer for Beam size reduction) 20' so 80 eo -- 1 CENTER OF WIND LOAD SOLUTION: CENTER OF WIND LOAD CALCULATION 2 24 (80 x 35) + (24 x 25) _ 3400 33 ft 104 104 2' POSSIBLE Enter chart with: MOMENT STRI IT SIGN AREA = 80 24 _ 104 sq ft ' HEIGHT 33 ft ^I Answer: 2-- 16" —42.05 #/ft Pipe (.25 wall thickness) or 2— 12WF 50 Beams 7S ,7--/,o 12. ep000, 'hl P C,/ 7-1-Y&- / )PA/ ,LAG7`DiL bio !F /tGaL'L 'I-PS w 7foo 710 IAK,,ML 47 7S 4 f�J C,,:f P,4,07 TO TiSG£ Tb4P' SJR, w,%l �c �►tT�a/ �i •••crop wiy� �.s 7"3� De l�Elor� { .: iNfs Eie6 tnv►N o b����-` �\px x Z.p �x s 10 tj QI' - 4 IA r � � l Z � 4c � WV\ r 1 IN oU ti N 06 J �3 i r r � � "-7 IjT 7 7 7 ANIC'S 11URE, T- FOR OFFICE USE ONLY D: ............. t'11]14 !�AIWV �J x_zL."�j L�I I fires L LA TyD 'f 1,011 "BUIDING 6, NE"'I. Permit #-23&.........Fee ...... CITY OF ATLANTIC BEACH IMPROVEMENTS. k Valuation ......................... FLORIDA House ............ .......................................................................... APPLICATION FOR BUILDING PERMIT ............................................................................ ........................................................................... Application is hereby made for the-approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date.---- -"............................. Owner"_a_-_ ----------Address.*../...e.�/.Wi&?74��494#*'4-.--Telephone No............................. Architect............._--------------------------_--------------------------------------------------Addresa............................................................Telephone No............................. Contractor Buildet5w�a'wkg;A�1_ ...!� 'rA"..e..........Address . ... .......................................S-7�"....Telephone No.3M-1�S_ I LotNo------------------------------------------------_Block No--------------------------.-..--Sub Division-----------------------------------------------------------------------........Zone---......._------ ............................................................Street-----------------_-----Side Between...................................................and......................................................Sta. Valuation ............For what purpose will building be used........................................Type of construction....5r9?A.4/............ Dimensions of Building----------------------------------------Dimensions of Lot.......................................................Size of Footings-------------------------------------- Size of Piers----------------•-------------------Size of Sills-------------------------------Greatest Sill Span in ft...........................Type Roof..................................... How will Building be Heated?........................................__.................Will Building be on Solid or Filled Ground?........_............._................_ Size of Ceiling Joists--------_------------__-----------_---- Distance on Centers---......--------........................... Greatest Span............................................ pp Size of Floor Joists-------------------------------•-.............Distance on Centers.......... ................................. Greatest Span___.__..__..............._.................. op Size of Rafters---- -----------------------------------......Distance on Centers........ .................................. Greatest Span............................................ to This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in plum and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. Z Z 3. When steel is in place and ready to pour beam. 2 X 4. When framing Is completed. 5. When rough plumbing is completed,and ready to cover up. sir's 7— — N R 6. When septic tank drain field or sewer is laid but before it is covered. 7. Electrical inspection by City of Jacksor.ville. tit W ;4 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. m'4 v 4- 'R910 'FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby Wee to perform said work in accordance with the attached plans a:nd�speeifficati ns, which a e a ypart h of, d ce with the bu*ding re regulations of the City lantic Beach ...... ...... Address...... Signature of Builder . . ..... ....... ..... Signatureof Owner...................................................................•------•--..._ Address.................................................................................................... /� r NO. 9969 S7ATE F v -- ` -- kAr' , � < - e 1 I APPROVED 1, 7 L✓� , CITY OF ATLANTIC BEACH RtII-LDIN* OPPI(^F ✓" w „J Vv. � V01H c � No. 9969 STAT c OF ;v t � r +`�/rte X' C� �. �^, A}� .,� �./�, ,,,,: af.� yr' +_"�1 fiY •'�t �" .V. .,!""��/, �. '�J � .�•�''� --�4' p � '��Y����^�i _. � fir" 1.7 �" .- Z .�. �� 6 1 4- 1 c- 7• APPROVED CITYOF, LANTIC BEACH BUIL PIG OFFICE r w r V N a _ w On P - � O 2 T Ii • I � s I \ i i `\ e � � M 'x C esu 7 0 a C, N ► ! 1 ° 2w- - 0 0 0 ": 00 • E ei = s • 0000 • 0 • 60 IT . � E r o E � 'oe " N � ex " Y .. ., e Y • s .. - a - a . . : as = - � . ,. . .. .. - � C T > - u u u .. ,. ., e z i ^ o o > ■ .F. �. , y � ,� it b y. (� - -- P z Nm 0 � Com >T w h Zn m t� r F Vv h '0 I to f N w NJ ? Q cr ~ ► W ..'L x t ir y D \ n a i pi c A.5.7 A � � i/ ,GR1, *v�/J]l A i d 3 ?�.4 b F e� `Ira ccs A 0 m to _ rn � o w } JJ }ti EPPILAS7x"w; r '� a al ryl f� dt/+✓�O [ O A 2'2-� / b �i!#� t. �pr-`�a e c, A (? � f rr� 1 ko z ' 31VQ . A9 UODUSNl aOlOUSNl—1V01a103l3 SN91S ASNVal saolOW 'aNOO aIV S30NV1lddV aomA m •NVONI m AO HOlIMS 3; 1d3O3'd 51311no D —Sa3Q33d n. r n m Q � 33lna3s � 'o dwe 3: N91S jellvil ppy •Mea NON oypu3ll9nd wwo0 }dy seaZ jlvdea :;oaaa4 yed a apew suogleoi;ioads pue l�o r^ oildde uo uMo4s uoilewjo;ui o1 loalgnspupl- '436ailuelly suel —p1 ;o Allo a41 ;o suogulnPaa JeoP13013 a41 ;o SUO!S!AOJd a41 4pm aouepJ000e ul T UOISIAIQ ynS m a 1 0a�a --- � ------- +ol UO 3s D u9eM+eQ o +v ca m l3j r '3" " +39x13N} ul And svy # 3NOHd - wild I03143913 *�yy 'O" * 10313 a31SVW -- NYRA N a f mr-arr: e g O # +lw'edeed 1v+II1 O+vd * E161 91 ilWM3d id )iat» 13 c V418013 'HOV38 OIlNVUV 30 ADO z p L� a3lvns a3N13s '1V oI alo3'13 oNlawma It I �4a38 WnN AlNd mo wr 3 a pyoZl*JLNo3 11 WaMd 371.d ad sn a a eo ao .>s>;asa;uoa sag;ia Iq Lsesa palnlpsgpus do paasala aq Isms[ pus 'sands at Ignd ui pa"Id aq Zon asnui woes sig; uLoa; Z �♦ siagap pus gsiggna 'Isiaamn sulpicng 0 � ► anSSI ao aZva u5i.Lav U. SHZNO.w XIS QIOA ZIX'aHd 'JNIIInoa awaaa ammacis -NI as Zsnw sbRaboa aNd SplII03 3sH'2i0N00 'I'Id—aOIZON Iluuad spp p 3asd ass gaiges susjd paeoadds oI 8utpaoaad ON asnoH a/s aolg _ °Z 6q paues0 au U t .. X Ott ot3sacssetp 3A '111eM u4 Ur3Ts : `[ X (}[ Itnq oq uoissmuad ssg •Haus u T S Jule a� 8g3 spV90 03 sT siq,I •rq 10 monl•o:d ggvoqddv 10 w011go1n 101 wopW->"s 01 laa(grw sl paw •aainwwail Alli o, pnd noaq svq aa1 aedgv 1pan p11n jou Ilmaad nq.L aa,q 000 "uoi3snlsA 6i O L 9 L Aga 80f NO ORSOd 38.ism W lad mina of ON 11WH3d valao-1-4 'HOV36 011-NY-11V-do '319 E 9NIQ11n>3 d0 1N * THE SEA TURTLE RESTAURANT Atlantic Beach, Florida Job No. 65-1 woo* AP?R0 VED 4*l of ATLANrli�' BEACH: SuLLDLUC:OFFICE- i 5 ET �� SPECIFICATIONS of LABOR AND MATERIALS R for THE SEA TURTLE RESTAURANT, Atlantic Beach, Florida Job No. 65-1 Louis C. Holloway, Jr . A R C H I T E C T 315 11th Avenue, North Jacksonville Beach, Florida 32050 246-5150 I N D E X SPECIAI. PROVISIONS & INSTRUCTIONS TO BIDDERS BID PROPOSAL GENERAL CONDITIONS f SECTION 1 - CLEARING, EXCAVATING AND GKADING SECTION 2 - CONCRETE AND PILINGS SECTION 3 - PIASONKY SECTION 4 - CARPENTRY & MILLWOIK SECTION 5 - CAULKING SECTION 6 - PRESTRESSED CONCRETE SECTION 7 - ROOFING SECTION 8 - STUCCO SECTION 9 - TILE WORK, WALL COATINGS & MARBLE SECTION 10 - DRYWALL SECTION 11 - SLIDING GLASS DOORS SECTION 12 - PLUMBING SECTION 13 - ELECTRICAL SECTION 14 - PAINTING SECTION 15 - HEATING, VENTILATING AND AIR CONDITIONING SECTION 16 - MISCELLANEOUS METAL WORK & WEATHERSTRIPPING SECTION 17 'x- GLASS, GLAZING & STORE FRONT METAL SECTION 18 - ACOUSTICAL TILE SECTION 19 - ASPHALT PAVING SECTION 20 - DUMBWAITER AW SPECIAL PROVISIONS & INSTRUCTIONS TO BIDDERS SP-01. Introductory : A. In order to be entitled to consideration, make proposals in accordance with the following instructions. B. The Owner reserves the right to reject or accept any or all bids and waive all formality therewith. SP-02. Delivery of Bids : Deliver all bids sealed to the office of the Architect, 315 11th Avenue, North, Jacksonville Beach, Florida, not later than 2.nc) P vv). -MUvs.10 C6C . 0111 , 19" SP-03. Insurance: A. The Contractor shall effect and *aintain Comprehensive Liability Insurance with limits for bodily injury of $100,000. 00 each person and $300,000.00 each accident ; Automobile Property s, Damage, limits of $5,000.00 each accident and $25, 000.00 aggregate. B. Prior to the commencement of any work under this contract , the Contractor shall furnish the Owner with a certificate of insurance which provides that the required insurance shall not be terminated or reduced except upon written notice thereof to the Owner. SP-04. Bond : The Contractor shall furnish a Performance and Payment Bond for the full amount of the contract price, covering faithful performance of the contract and the payment of all obli- gations arising thereunder, in such form as the Owner may pre- scribe. This Bond shall be written by a Surety Company licensed to transact business within the State in which the project is located. The premium for this Bond shall be paid for by the Contractor. SP-05 . Documents : Return all drawings, specifications and other documents to the Owner in an unmutilated condition before or at delivery of proposals. Two sets of plans and specifications shall be supplied each bidding contractor. All plans and specifications shall be returned to the Architect at the time of opening bids. A deposit of ten dollars ( $10. 00) is required for the supplied sets. SP-06 . Addenda: Any addenda issued Burin$ the time of bidding shall be included in the proposal and considered part of any SP-1 contract resulting therefrom. SP-07. Examination of Site : Each bidder will be held responsible for having examindd the premises and satisfied himself as to 11 conditions under Which he will be obliged to operate in performing his Contract. SP-08. Division of Work: The General Contract includes all work shown on drawings and in specifications listed in index of these specifications. SP-09. Proposals : A. Proposals, to be entitled to consideration, must be made in accordance with the following instructions : 1 . Proposals shall be made upon a proper form; numbers shall be stated both in writing and in figures ; the signature shall be in long hand; and the completed form shall be without alteration or erasure. 2 . Proposals shall not contain any recapitulation of the work to be done, no oral, telegraphic or telephonic proposals or modifications will be considered. B. The Owner does not obligate himself to accept the lowest or any other bid. SP-10. Time of Completion : The Contractor agrees to complete the building within 120 calendar days after being awarded the Contract. SP-11 . Salvage Material : All salvageable material shall become the property of the Owner where so requested. All masonry, con- crete and rubble which would make suitable fill shall be deposited by the sea wall as directed, to be used as fill . Salvageable material may be reused in the job when approved by the Architect . All material not claimed by the Owner or used as fill shall be removed from the premises by the Contractor . SP-2 1 low BID PROPOSAL Dear Sir : Having carefully examined the Instructions to Bidders , the General Conditions and Specifications entitled THE SEA TURTLE RESTAURANT, Atlantic Beach, Florida . Job No. 65-1 and the drawings similarly entitled, as well as the premises and conditions affecting the work, the Contractor agrees to start the work within the ten ( 10) days after the execution of the contract . . The Undersigned propose to furnish all materials and labor , supervision, etc . called for in the plans and specifications for the entire work, in accordance with the said documents for the sum of DOLLARS Deductive Alternates Deduct 1 . Eliminate Dining Rooms #2 and 3 , Areas B-10 and B-11, and revise lower level as shown on Sheets #A-2A, M-12A, M-13A, M-14A, P-15A, P-16A and E-21 : 2 . In Dining Rooms #2 and 3 delete all interior finishes : walls , ceilings , floors , etc . , and all mechanical work: plumbing, heating and air condition- ing: 3. Delete all redwood grills shown on west elevation : 4. Delete all asphalt paving (fill to remain in Base Bid ) : 5 . Delete all stone material (Labor and mortar material shall remain in Base Bid ) : 00*1 6 . Delete Air Conditioning system, Base Bid . 7 . Delete Air Conditioning system, Alternate #1 : CONTRACTOR : law fr GENERAL CONDITIONS GC-01. General Conditions : The standard printed form of the General Conditions as approved by the American Institute of Archi- tects and hereinafter amended, are to be considered as forming a part of each and every division of these specifications and of any and all contracts let under these specifications. GC-02 . General Requirements : The General Contractor shall be held responsible for all work indicated on the drawings or specified herein, except items specified to be furnished and installed by the Owner under a separate contract . The Contractor shall care- fully plan and coordinate the work of all trades, and shall report in advance of actual installations, any conflicting condi- tions which may interfere with the work of the various trades . GC-03. Copies Furnished : The Contractor will be furnished, free of charge, five (5 ) sets of drawings and specifications. The Contractor may obtain additional copies by paying the reproduction costs. GC-04. Specifications : The Specifications are subdivided into t sections for convenience only and are not intended to define the extent of each sub-contract . GC-05. =Trade Names : Where trade or manufacturer ' s names are specified, items similar in quality, workmanship and design, by different manufacturers, may be used, provided the Architect ' s approval is obtained before the item is ordered. The term "or equal" used hereinafter shall be defined as equal in the opinion of the Architect . GC-06 . Manufacturers ' Directions : All manufactured articles, material and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned as directed by the manufac- turers unless herein specified to the contrary. GC-07 . Cash Allowances : A. Cash allowances specified hereinafter are intended to indicate the Contractor ' s purchase price for the required items. Any variation between the cost allowances and the actual purchase price will require an adjustment in the contract price which will be made at the time of final payment. GC_l i * B. The Contractor shall not exceed the specified allowances without prior approval by the Architect or Owner. GC-08 . Cooperation : The General Contractor, all other Contractors and all Sub-Contractors shall give their full cooperation to each other and shall coordinate their efforts to facilitate the general progress of the work. Each trade shall afford all other trades every reasonable opportunity for the installation of their work and for storage of their material. GC-09. Laying 0ut Work: The Contractor shall locate all general reference points and shall take such action as is necessary to prevent their destruction; he shall lay out his work and shall be responsible for all lines, elevations and measurements, grading, utilities and other work executed by him under the contract. He must exercise proper precaution to verify figures shown on draw- ings before laying out work and will be heid responsible for any error resulting from his failure to exercise such precaution. GC-10. Examination of Premises : The General Contractor shall require that each Sub-Contractor submitting a proposal for any portion of this work shall examine the premises and satisfy him- self as to the existing conditions under which he will be obliged to operate in performing his part of the work, or that will in any manner affect the work under this contract. All proposals shall take into consideration all such conditions as may affect the work under this contract. GC-11 . Warranties and Guarantees : A. All work performed under this contract shall be warranted free from defective materials and workmanship for a period of one year from date of final acceptance of the building. B. The Contractor further agrees that he will , at his own expense, repair and replace all such defective work, and all other work damaged thereby, which becomes defective during the warranty. period. This applies to all work done either by the Contractor or by a Sub-gontractor. GC-12. Permits and Regulations : The Contractor shall secure and pay for the building permit and all other lawful fees required by this work, and shall pay for all damages to adjacent property, to public property, or to public utilities . Arn �A vc�r r>o��2t �4) - Ar GC-2 SECTION 1 - CLEARING, EXCAVATING AND GRADING 1-01. Scope: The work under this section includes all clearing, excavating, filling, grading and related items necessary to complete all work shown on the drawings. 1-02. Materials and Workmanship: A. Trees within the area affected by this work requiring removal shall be removed by the Contractor. Cleared material shall be removed from the premises by the Contractor. All other trees shall be protected. Verify tree removal with Owner. B. ftnd fOr fill shall be clean, free from roots, debris and organic matter. Fill shall be distributed in layers not more than sic inches (611) thick and shall be brought to finished grade levels shown on the drawings. Each layer shall be wet down and thoroughly compacted so as to be practically unyielding before succeeding layers are applied. Fill shall be compacted to 7 wo relative densitjC. No back-fill against foundation wall will be permitted for seven days after laying. C. Excavation: 1. Excavate for all walls, piers, footings, interior walls and all other foundations of any and all kinds as shown on the drawings. All trenches shall be excavated to such a size as to admit the installation and the construction of foundations and shall be level on the bottom when ready to receive concrete or any other foundation material. No trenches shall be excavated deeper than required to receive footings, as no under-filling of footings will be permitted; and if excavation is carried too deep, the depth of the concrete work must be correspondingly increased and at the expense of the Contractor. If any ,quicksand, or pockets or soft spots are encountered beneath foundations, piers, walls or footings the same shall be filled with concrete to meet the ap- proval of the Architect. Footing trenches shall be stepped as shown on drawings or as required by Architect. Remove all roots and debris under house area. 2. The General Contractor shall see that all excavated portions for walls, piers, footings and all other foundations, when ready to receive concrete or other materials, are first thoroughly saturated with water and well packed. Tops of all footings must be at least 4" below natural or excavated grades. Final grading shall conform to grade shown on drawings. 1-1 14001, 1-03. Soil Treatment for Termite Prevention: Soil under entire building, including areas under floor slabs, shall be treated , with Benzene Hexachloride (29 Gamma Isomer ) . Coverage shall be one pound per one hundred fifty (150) square feet, with heavier application around pipes, etc . Application shall be made only by personnel licensed by the State of Florida. 1-04. Demolition : A. Protection of Existing Structures : Excavations likely to dislocate, misalign, alter, damage or impair the strength of structures already in place shall be done only after adequate protection has been provided for the existing structures. Any damage to structures due to the Contractor' s failure to provide adequate protection during excavation shall be remedied by him in a manner approved by the Architect, and at no additional cost to the Owner. B. Removal of Existing Structures, Paving, Driveways, Etc : Remove existing structures including foundation walls and footings where called for on the drawings. Existing driveways and walks shall be removed in areas of construction and where called for on drawings . All existing structures shall become the property of the Contractor and removed by him unless otherwise specified. C. Temporary Wall : A temporary weatherproof wall shall be constructed along the east side of the existing frame building at the line where the demolition work is terminated. The portion of the building that remains will be kept in operation by the Owner during the course of construction.' The Contractor shall verify with the Owner any conditions that may arrise which would hamper the operation of his business. D. Alternate Demolition : The Contractor shall bid as an alternate the demolition of the rear portion of the existing restaurant when the new building is complete and all equipment has been removed from the old building and installed in the new. See bid alternates. z 1-2 SECTION 2 - CONCRETE & PILINGS 2-01 . General : This section includes all labor, material, equip- ment and services required for installing the concrete work shown on the drawings and called for in this specification. 2-02 . Codes and Specifications : This work shall conform to the following codes and specifications : A. The Building Code of the City of Jacksonville, Florida. B. The American Concrete Institute Building Code, latest adoption, except as modified herein. C. Designated specifications of the American Society for Testing Materials (ASTM) . 2-03. Definitions of Concrete Classes : A. Heavyweight Concrete shall mean concrete, including reinforcing, having an approximate weight of 150 pounds per cubic foot as blended from cement , fine aggregates, coarse aggregates 1, and water hereinafter defined . B. Lightweight concrete shall mean concrete having an approximate weight of 110 pounds per cubic foot as blended from cement , fine aggregate (minimum of 409 to 60% natural fines ) , coarse aggregate 2 , and water hereinafter defined. C. Prefixes : Prefixing heavyweight concrete or lightweight concrete thusly, 3000 heavyweight concrete (abreviated 3000 HC) , or 4500 lightweight ooncrete (abreviated 4500 LC ) , shall indicate the 28 day compressive strength as determined by ASTM C39 method of test . 2-04. Materials : A. Cement : All cement , unless otherwise noted, shall be Portland cement of an approved brand of domestic manufacture which shall meet ASTM 150 method of test, type 1-A for general concrete construction, or type 111-A for use when high-early strength is required . B. Fine Aggregate: Fine aggregates shall consist of natural sand, manufactured sand, or a combination thereof which shall meet 2-1 ASTM C33 method of test, except sands which produce sl$jrplry pavement surfaces shall not be used on walking surfaces. C. Coarse Aggregate 1 : Coarse aggregate l shall consist of crushed stone, gravel or aircooled iron blast furnace slag, or a combination thereof, which shall meet ASTM C33 method of test. D. Coarse Aggregate 2 : Coarse aggregate 2 shall consist of aggregate prepared by expanding calcining or sintering products such as blast furnace slag, clay, diatomite, fly ash, shale or slate, and shall be composed predominately of lightweight cellular and granular inorganic material which shall meet ASTM C330 method of test. E. Water used in mixing aconcrete shall be clean and free from deleterious amounts of acids, alkalis or organic materials . 2-05. Concrete� Quality and Allowable Stresses : A. Concrete Quality: The allowable stresses for the design of this structure are based on the specified minimum 28 day compressive strength of the concrete or on the specified minimum compressive strength at the earlier age at which the concrete may be expected to receive its full load. The strengths of concrete at specified ages for which all parts of the structure were de- signed are shown on the plans . B. Method of Determining Strength of Concrete: 1. - The determination of the proportions of cement, aggregate and water to attain the required strengths shall be established by tests which shall be made in advance of the begin ning of operations, using the consistences suitable for the work and in accordance with ASTM C192 and ASTM C39. A curve represent- ing the relation between the water content and the average 28 day compressive strength or earlier strength at which the concrete is to receive its full working load shall be established for a range of values including the compressive strengths called for on the plans. The water content for lightweight concrete, the water- cement ratio, shall mean the net water available for hydration of the cement after the "water grab" (absorption) of the aggragates is satisfied. The curve shall be established by at least three points, each point representing average values from at least four test specimens. The amount of water used in the Concrete for the structure, as determined from the curve, shall correspond to a strength which is 15% greater than that called for on the plans. No substitutions shall be made in the materials used on the work without additional tests in accordance herewith to show that the r 2-lA the quality of the concrete is satisfactory. 2 . Where the Contractor or his Sub-contractor has already established curves for the various concretes herein called for, and identical cement, aggregates and water are to be used, these curves may be used. 3. For Heavyweight Concrete, the water-cement ratio shall not exceed 6y gallons per bag. 4. For Lightweight Concrete, the cement factor shall be not less than 6 bags (94 lbs . per bag) nor more than 8 bags per cubic yard. C. Concrete Proportions and Consistency: 1. The proportions of aggregate to cement for any concrete shall be such as to produce a mixture which will work readily into the corners and angles of the forms and around reinforcement with the method of placing but without permitting the materials to segragate or excess free water to collect on the surface. The combined aggregates shall be of such composition of sizes that they separate on the No. 4 standard sieve, the weight passing the sieve (fine aggregate) shall be not less than 30% nor greater than 50% for Heavyweight Concrete, and not less than 45970 nor greater than 65% for Lightweight Concrete. 2 . The methods of measuring concrete materials shall be such that the proportions can be accurately controlled and easily checked at any time during the work, preferably by weight rather than volume. Measurement of materials for ready-mixed concrete shall conform to ASTM C94. D. Tests on Concrete: 1. During the progress of the work compression test specimens shall be made and cured in accordance with ASTM C31. Not less than three specimens shall be made for each test, nor less than one test for each 100 cubic yards of concrete or each class, nor less than one test for each strength in a given class. Speci- mens shall be cured under job conditions. 2 . Specimens shall be tested in accordance with ASTM C39. OW 3. The standand age of test shall be 28 days , but 7 day tests for Type 1-A and 3 day tests for Type 111-A may be used provided that the relation between these earlier days and the 28 2-1B day strengths of the concrete is established by test for the materials and proportions used . 4. If the average strength, of the test cylinders fall below the compressive strengths called for on the plans, the Engineer shall have the right to order changes necessary to bring the succeeding mixture up to strength, to secure test specimens per ASTM C42 , to order load tests to be made on the portions of the structure so affected or to oxder all of the above. 2-06 . Forms : The forms shall conform to the shapes , lines and 2-1C dimensions shown on the drawings. They shall be substantial to prevent any bulging or deflections and sufficiently tight to prevent leakage of mortar. They shall be adequately shored and braced in order to hold their shape and position and to insure the safety of the workmen. Forms for concrete which will be exposed after completion of the job shall be built of materials and in such Manner as to produce a smooth and uniform surface, free from board wood grain and joint marks or other imperfections. If a portion ofaan area must be rubbed to remove imperfections, the entire area must be rubbed sufficiently to obtain a uniform testure. Use only carborundum and water for rubbing. 2-07. Removal of Forms: Forms shall be removed in such manner as to insure the complete safety of the structure. Where the struc- ture as a whole is supported on shores, the removable floor forms, beam and girder slides, column and similar vertical forms may be removed after 24 hours provided the concrete is sufficiently hard not to be injured thereby. In no case shall the supporting forms and shores be removed until the members have acquired sufficient strength tq support their weight and the load thereon. 2-08. Placing Reinforcing: Before placing, all reinforcing steel shall be cleaned and free from all loose scale, rust, oil and other foreign matter. The reinforcing shall be accurately fabricated, placed and secured. It shall be supported by galvan- ized metal bolsters and chairs and tied to provide the clearances and spacings called for, and to hold the reinforcing in place while the concrete is poured. Unless otherwise shown on the drawings, all wall verticals and column bars shall be lapped 24 diameters. All other splices shall be made by lapping the bars 30 diameters. At corners of walls, the outside horizontal bars shall be spliced by corner bars which lap the bags 30 diameters. Wire mesh reinforcing shall be spliced by lapping 611. 2-09. Mixing, Transporting and Placing : No concrete shall be placed which has been in the mixer more than 45 minutes after the water has been added. Ready-mixed concrete may be used provided the mixing plant and transporting equipment have been approved by the Architect. ; Water must not be added to ready-mixed concrete until the mixer is at ?0111 the place of deposit. The concrete must be mixed until there is a thorough distribution of the materials and the mass is uniform in color and homogeneous. 2-2 Aim The concrete shall be mixed, transported and placed by methods which permit rapid placing and which will prevent loss or separa- tion of materials . The concrete shall be worked into the forms and around the reinforcing by mechanical vibration and tamping. Before any concrete is placed, all standing water, debris, shavings and other extraneous matter shall be removed from the place to be occupied by the concrete. Suitable holes in the forms shall be provided to facilitate this cleaning. All forms shall be thoroughly wet or oiled before concrete is placed. Excess oil must be wiped off to leave the forms just oily to the touch. In no case shall concrete be placed until all reinforcing has been placed and tied and inspected and approved by the Architect. The concrete for the slabs on steeltex shall be what is termed a dry mix and shall in no case be wet enough to drip through the paper backed mesh. The concrete shall not be placed until the joists are anchored and attached to the supports, all bridging and anchors are in place and the steeltex stretched and secured to the joists. If buggies or barrows are used for distribution, plank runways shall be placed over the joists. The concrete shall not be dumped between the joists, but shall be dumped over the joists so as to prevent excessive sagging of the steeltex. 2-10. Sleeves, Inserts, Anchor Bolts, Other Imbedded Items: All sleeves, inserts, hangers, anchor bolts, dowels and nailing strips shall be accurately set, and firmly held in place while the concrete is deposited. Anchors and ties for masonry shall be provided as shown on the Architect ' s drawings called for in the masonry specifications. Pipes, conduits and other items embedded in the concrete shall be so placed and held that they do not misplace the reinforcing or weaken the concrete at points of maximum stress or where the concrete section is not sufficient to pemft the reduction of area caused by the embedment. 2-11 . Cutting and Patching: Rough spots, streaks, stains and hardened mortar or grout shall be removed by rubbing lightly with a fine abrasive stone. Ample water should be used and rubbing should be sufficient only to remove the streaks without working up a lather of mortar or changing the texture of the concrete. Honeycomb and other imperfections in the section and surface of the concrete shall be neatly and adequately filled and repaired. Wherever the imperfection cannot , in the opinion of the Architect, 2-3 Aft be repaired by means described above, the Contractor will be re- quired to repair or replace the concrete in question as directed by the Architect. This work shall be paid for by the Contractor. 2-12. Concrete Slab Finishes : A. Floors shall be worked to true and level surfaces except that where drainage is called for they shall have a fall of 1/8" per foot or the slopes indicated. Test with a 16 foot straight edge, or shorter in restricted places, and limit the surface variations to not more than 1/4" in 16 feet. No dusting will be permitted. B. Monolithic Finish: Where the finish schedule calls for "Concrete Floor", screed the concrete to a true surface and float when hard enough to support knee boards. Float with a levelling darby and wood float. Fill low spots with fresh mortar and not laitance screeded from the slab. Again float and trowel suffic- iently to eliminate all irregularities and to produce a smooth, hard and polished finish, free from defects. When hard enough to ring under the trowel, burnish the surface of all floors scheduled to have a monolithic concrete finish to a hard, dense finish free from blemishes. C. Float Finish : Exterior concrete walks and steps shall be finished monolithically on all exposed surfaces, and shall be worked to the lines and slopes indicated on the drawings. Hori- zontal surfaces shall be floated and troweled as specified for monolithic finish except that in lieu of the final troweling they shall be gone over with a float to produce a fine, non-slip finish. D. Rough Slab Finish: Screed and tamp the slab only. Provide this finish for surfaces that are to receive terrazzo, ceramic tile, etc. Make proper allowances for terrazzo, ceramic tile, marble, slate, etc. floor in floor elevation. 2-13 . Expansion and Construction Joints : Expansion joints shall be provided where shown on the drawings and as follows : A. Except as shown on the drawings, all expansion joints shall have a premoulded bituminous joint filler, the full depth of the slab. Construction joints shall be provided to suit the contractor' s preference, but they must be located and made so as to least impair the strength of the structure. Vertical joints in walls must be keyed. Before depositing new concrete against hardened 2-4 concrete at joints, the surface of the concrete shall be cleaned and roughened, all loose and weak concrete removed and the surface wet and slushed with cement grout . 2-14. Curing: Exposed surfaces of the concrete shall be kept moist for a period of seven days after placing. Concrete exposed to direct sunlight shall be thoroughly wet twice each day for seven days. Curing by other means than specified above may be used, but the materials and methods must be approved by the Architect . 2-15. Dampproofing: Slabs on grade which occur within the building shall be poured over . 006" thick (b/mil ) , natural Visqueen poly- ethelene film as manufactured by Visking Co. Before laying of sheet, 'sub-grade must be smoothed, eliminating any protrusions that may cause damage or rupturing of film. A. Use widest practical widths, lapping where required not less than 6" with top lap placed in the direction of the spreading of the concrete. B. Lay reinforcing mesh directly over film prior to pouring concrete, taking necessary precautions to prevent film punctures. C. Carefully cut around all pipes and other interruptions of surface applying waterproof, pressure-sensitive tape, of type recommended by manufacturer, to ensure maximum barrier effective- ness. Holes in this film other than required shall necessitate removal and replacement of material. 2-16 . Pilings : `.- A. The piles shall be produced by the latest AASHO Standard Specifications . B. The piles shall be 14" square, prestressed concrete piles . C . The piles shall be driven to support 40 ton load with a minimum penetration below existing grade of 20 feet to insure Y' stability for structure. D. Prior to driving any piles, the Contractor will be L required to mark the pile in one foot increments for the full length. E. The estimated pile lengths given on the drawings are approximate only and represent the lengths required to secure pile tip elevations . 2-5 t F. The Contractor shall drive the piles under the entrance support footing first to determine the length required for proper cut-off of piles for support beams for floor system. 2-6 SECTION 3 - MASONRY 3-01 . General : A. Workmanship: To be highest quality and representative of excellent skill. Lay out all work carefully and accurately and employ first-class, experienced masons. Maintain all verti- cal and horizontal lines straight and plumb, and erect all walls plgmb, true, clean and smooth. B. Samples : Prior to ordering, submit duplicate samples for approval size, texture, color and quality of all typos of masonry units. C. Build-in Work: Coordinate masonry work with other trades to avoid cutting and patching. Install built-in items of this and other trades as the work progresses. Set flashing, loose lintels, anchors, bearing plates, access doors, rough hardware, grounds, blocking, inserts and similar items in beds of mortar. D. Handling and Storage of Materials : Handle masonry units to prevent breakage; stack to provide adequate protection and to conserve grading and color ranges. Store cementitious and metal goods off the ground and in waterproof sheds. E. Definition of Solid Walls: Those walls in which the space between facing material and back-up is less than 1-1/211. The space shall be filled with mortar as the masonry is laid. 3-02. Hollow Concrete Block: A. Curing: Concrete block to be cured by one of the methods recommended by American Concrete Institute. Moisture content at time of delivery and at time of installation shall not exceed 30% of total absorption. The Architect shall have the privilege of selecting blocks on the job site during the progress of the work, and the Contractor shall send these selected samples to an approved laboratory for test of moisture content and strength. Blocks that do not meet these requirements shall not be counted as one of the units to be tested. Concrete block shall be similar and equal to the "Solite Block" or approved equal. Contractor shafll pay for all tests B. Storing: Stack blocks with cells horizontal to permit 3-1 free ventilation. Store block inside a covered building, or, if outside, erect a temporary wood or steel framed shelter. C. Size : Concrete block shall have face of 8" x 1611 thickness 'as shown on drawings. 3-03. Mortar Materials : A. Portland Cement: ASTM C-150, type 1. B. Slag Cement : ASTM C-358; may be substituted for gray Portland cement. C. Lime: ASTM C-207, type S. D. Mortar Mix: Lehigh, Magnolia (MMM) or Florida Masonry. E. Sand: ASTM C-144; natural sand. F. Water : Same as specified for conerAte. 3-04. Mortar Types: L part gray Portland cement to 1 part type "S" lime or lime putty to 6 parts sand by volume; or, 1 part masonry cement to 3 parts sand by volume may be used. This mortar to have a miminum compressive strength of 750 pounds per square inch at 28 days. 3-05. Mixing Mortar : Use a mechanical mixer unless otherwise directed. Mix for a minimum period of 3 minutes, using the least amount of water consistent with satisfactory workability. Do not retemper. Do not use mortar that has been mixed more than 1 hour. 3-06 . Precautions : Do not lay masonry in freezing weather unless suitable means are provided to heat materials. Protect work from cold and frost and insure that mortar will harden without freez- ing. No anti-freeze ingredient shall be used. Protect facing material against staining, and keep top of walls covered with non-stainijpg waterproof coverings when work is not in progress. When work s, resumed, clean loose mortar from top surfaces; in drying weather, thoroughly wet. 3-07. Laying Concrete Block: A. Lay mortar on face shells only. B. Lay concrete block units dry, or lightly spray just prior to laying. 3-2 C. Make vertical joints break at mid-point of the units above and below. D. Bond each course at corners and intersections; bond brick work with ties or anchors specified hereinafter. E. Unless otherwise indicated, extend masonry walls upward to the underside of slabs, jousts and beams; wedge tight and seal with a mortar joint. 3-08. Anchors for Masonry : A. Anchors for Solid Walls: Bond the two wythes together with corrugated galvanized masonry anchors, size 16 gauge by 7/81, wide by 7" long; space ties same as specified above for cavity walls. B. Dovetail Anchors and Slots: Slots shall be 26 gauge, galvanized steel, cardboard filled; anchors shall be 3/16" by 1-1/41' by 511, galvanized steel. Install anchors not over 16" apart vertically where walls or partitions abut vertical con- crete surfaces, and not over 16" apart vertically and 241+ apart horizontally where masonry facing is installed over vertical concrete surfaces such as spandrel beams, etc. C. Anchors for Abutting Partitions: Use interlocking masonry bond where practical ; otherwise 3.4 lb. flat expanded galvanized plasterers lath, 3" wide by 1611 long; space 1611 o.c. vertically. 3-09. Weep Holes in Cavity Walls : Provide above all shelf angles, lintels, laminated or through wall flashing and elsewhere as indicated. Space 3211 o.c. Form by placing a double strand of sash cord in the respective vertical joint and removing the cord after the mortar has set. 3-10. Grp: Same mixture as specified for mortar. Fill bottoms of all cavities at base of the building as shown. Grout all metal door frames solid where they occur in masonry. Grout all cells and cores where ties and anchors occur. 3-11. Lath for spanning cavities shall be 3.4 lb. plasterers lath, galvanized. 3-12. Pointings Inspect all masonry carefully and point-up to fill nail holes, crevices, and other incompletely filled joints. 3-3 3-13. Stone shall be similar and equal to that produced by Shands & Baker, Inc . Stone shall be 6" to 12" in diameter and shall be laid with a two-finger joint . Stone shall be bonded to walls withh metal ties 16" vertically and 24" horizontally. 3-14. Face brick shall be standard size brick. Contractor shall allow $70. 00 per thousand brick. 3-15. Fire brick shall conform to standard spqcifications of ASTM C-133 latest edition. Brick shall be laid flat with manufacturer' s trade mark concealed. Fire brick mortar shall be fire clay. 3-4 foo', and wherever else required. Furnish pressure-treated wood hailers at flashing sjtuatiozis as indicated. B. Set ground rigidly and in perfect alignment . True up with long straight edge. Grounds shall be 1-1/2" wide of thick- ness as detailed. 4-08. Furring: A. Install 1" x 2" strips, 16" apart, vertically on inter- ior surfaces of all exterior walls that are to receive drywall and where otherwise indicated and/or specified. Secure to masonry or concrete walls with steel-cut nails. Install on all walls to re- ceive wood paneling, as required by finished material. Install after waterproofing application by others. B. Provide strips around openings, angles, corners or other similar conditions . Erect plumb and rigid using wood shims wherever necessary. Make furring face form true, even plane for finish material . 4-09. Exterior Finish : Exterior finish shall be milled from speci- fied materials and finished erect as per indicated details. Ma- chine sand exposed surfaces of finish woodwork to make ready to receive paint or other finish. . Blind nail where possible. Where face nailing is used, set face nails for putty stopping. Door trim and exterior trim and millwork shall be in long lengths with joints staggered and concealed or located in unobjectionable locations . Construct exterior millwork so that water cannot pass through joints. Miter at corners. Shoulder intersections of flat work. 1 . Wood grilles shall be of redwood as manufactured by Federal Millworks or approved equal . See drawings for details. 2 . Wood railing shall be of redwood. See drawings for details. 4-10. Wood Door Frames : A. Materials : 1 . Interior door frames shall be 3/4" thick, full width of finished wall or partition with applied stop, as detailed. 2 . Exterior door frames shall be stock design, 1-1/2" thick, with rebated stops and no thresholds . Frames shall be redwood, preservative-treated, back primed before setting. 4-3 SECTION 4 - CARPENTRY & MILLWORK 4-01. General : A. Applicable provisions of "General Conditions" govern work under this Division. B. Contractor is referred to Article 20, General Conditions, pertaining to Contractor ' s responsibility to remedy defects that occur within one year from date of final payment or date of Owner ' s substantial usage or occupancy of the project. C. Work Included : Furnish labor and materials to complete carpentry work indicated, as specified herein, or both. Furnish three (3 ) sets of shop drawings on all millwork items to Architect for approval before Yabrication. 4-02 . Materials : A. All structural lumber shall be trademarked and shall bear a mark of mill identification. B. Lumber for various uses shall be species and grade listed below for purpose indicated. Woodwork shall be selected for uniformity of color. Use Specie Grade All framing lumber Yellow Pine or No. 2 Common or Douglas Fir Construction Furring, Grounds, Bucks Yellow Pine Pr. Tr. No. 2 Common Blocking & Plates Ext . Door Frames Redwood Clear Heart Int. Door Frames Ponderosa Pane B & Better Clear Int. Trim, Stop, Ponderosa Pine unless B & Better Clear Mouldings , Etc . otherwise specified Shelving Spruce D & Better Glued Int. Plywood Paneling 1/4" Plywood Int . DFPA A-C Window Frames Redwood Clear Heart 4-1 4-03. Materials Other than Lumber: A. Nails shall be galvanized and double-dipped for all locations. , B. Lag screws shall be galvanized. Include lead shields where indicated and/or required. C. Wood screws shall be brass. D. Wood preservative shall be Wolmanized toxic preservative and "Woodlife" as specified herein. 4-04. Workmanship: A. Execute rough carpentry in best workmanlike, substantial manner, as approved. B. Where factory finish is specified, division of process in separating the manufacturing and finishing of the material is not permitted. Same individual , firm or corporation is required to manufacture completely and finish cabinet work. C. MiZ� 1�k shall be accurately milled to details with clean cut mouldings, profiles and lilies. Plane, sand smooth, mortise, tenon, spline, house join block, nail screw or bolt together as indicated or directed in manner to allow free play of panels, avoid swelling, shrinkage and insure work remaining in place without warping, splitting or opening of joints. r D. Setting: Secure work to grounds or otherwise fasten in ,position to holld correct surfaces, lines and levels. Make-finished work flat, plumb and true. 4-05. Anchors : Install anchors where required to anchor carpentry to masonry or concrete. 4-06. Framing: Frame, fit closely, set framing accurately to required line and levels. Secure rigidly in place. Provide special framing or construction not indicated or specified, as required, to complete work in best workmanlike manner. Do nailing and spiking in thorough manner using nails of ample size. Use spikes larger than 20d where practicable. Unless otherwise re- quired, nailing shall be as per "Technique of House Nailing" HHFA. 4-07. Grounds: A. Furnish dressed wood grounds or blocking for securing shelving, wood trim, including cabinets, cupboards, casings, bases 4-2 B. Set frames plumb and square. Secure with finishing nails. Drive double wedge blocking back of jambs at nailing points, at back of butts and at lock strike. Double rebate frames in masonry where no bucks are indicated or required from 2" x 6" solid stock. Provide 3 anchors on each jamb. 4-11. Wood Doors : A. Doors shall be of indicated sizes, thickness , design of specified species . All doors shall be hung with snug fit with minimum clearance at floor finish unless otherwise noted. B. Solid Core flush doors shall be 1-3/4" thick, solid core, 5-ply, with face veneers bonded to both faces. Cross bands shall be thoroughly kiln dried hardwood, 1/10" thick, extending full width of door. Face veneers shall be standard thickness ( 1/2811 ) paint grade, unselected Gum. Doors shall meet or exceed CS-171-58 with minimum 1 hour fire rating. C. Hollow core flush doors shall be 1-3/8" thick, hollow core, 7-ply, with 3-ply face panels bonded each face of core. Total thickness of each face panel shall be 1/8" before sanding. Face veneers shall be paint grade, unselected Gum. Doors shall meet or exceed GS-171-58 . D. Louvered doors shall be 1-3/4" or 1-3/8" thick, as indicated, with solid rails . Stiles shall be routed out to receive Igiver a3aLss. Slats shall be 5/16" minimum thickness with rounded edges and 1-1/2" maximum width. Wood shall be White or Ponderosa Pine. 4-12 . Shelves : Make shelves of 3/4" thick material . Provide eachh closet with shelves supported against wall with continuous 3/4" x 3-5/8" clear Spruce ledger strip. Install metal hanger rods in closets where indicated with end supports as shown. Where length of closet shelf or rod is 5' -0" long or longer , install enameled steel rod and shelf support , McKinney No. 1926GP to solid backing strips . 4-13. Interior Finish: No interior finish woodwork shall be delivered to the building or set in place before drywall and/or masonry work is thoroughly dry. A. Paneling: Contractor shall allow $7 . 00 a sheet for paneling . 4-4 4-14. Treatment Other than Pressure Treatment : A. All surfaces of all millwork, including doors , door frames, trim, etc . , shall be treated at the mill with a brush application of "Woodlife" preservative applied in strict accor- dance with manufacturer ' s printed instructions. Such treatment shall be included as part of the work under this Section. Exter- ior wood doors shall be dipped a minimum of three minutes in Woodlife. B. All surfaces of job-cut items shall be treated at the job site with application of Woodlife preservative. Site applica- tion will be by the Painting Contractor . 4-15. Cabinet Work : A. Include all cabinets , vanities and other miscellaneous counter, cabinet and vanity work. Cabinet work shall be complete in all respects, including all filler pieces, scribe pieces, mouldings, laminated plastic tops with all necessary cut-outs and other items as may be required for a thorough completion of the work. A-B B. Counter tops shall be 3/4" EXT-DFPA/plywood laminated on tops and exposed edges with Formica, Consoweld or Testolite laminated plastic, set with adhesive recommerided by the plastic manufacturer in complete accordance with his instructions. Colors and patterns of laminated plastic shall be as selected by the Architect. Include full height back-splashes where indicated. Front edges shall be width indicated and in no case less than 411. No metal moulds shall be used. 4-16. Windows : Fixed wood window frames and stops shall be of the size and type shown on the drawings. All wood frames and stops shall be of Clear Heart Cypress or Redwood. Submit shop drawings. 4-17. Toilet partitions shall be similar and equal to Formica. A. Scope of Works The work specified under this Section shall include furnishing of all labor, materials and equipment necessary to fabricate and/or install laminated plastic surfaced toilet compartments of floor mounted, overhead braced type. All partitions shall be flush panel construction. Compartment acces- sories shall be furnished by others. B. Materials : 1 . Surfacinc. : The surfacing material , all faces and edges , shall be l 16" general purpose laminated plastic, all available 4-5 Opol finishes , color as selected . `lEdge laminate shall be applied first . 2. Cores : The core material shall be particle board such as Supercore flakeboard or equal, as manufactured by Formica Corporation or an approved close-grained hardwood-faced plywood, not less than 5-ply and graded not less than B-B. Pilaster core shall be 1-1/8" thick. Partition panel and door core shall be 3/4" thick. 3. Adhesive : The adhesive for v*teering laminated plastic to the core shall be Formica brand URAC 185 adhosive or approved equal . 4. Sealer : All wood cre surfaces exposed by machining for hardware attachment shall be sealed with a dark brown, deep penetrating oil and resin sealer , as approved by manufacturer. 5. Hardware shall be Formica hardware or approved equal installed as recommended by the manufacturer. C. General Conditions : All work shall be accomplished using approved labor, material and equipment and the workmanship shall conform to the manufacturer' s established standard practices, r: conditions , procedures and recommendations. 4-18. Portable Partitions : A. General. : The portable partitions shown on the plans shall be pneumatic all operated Series 300 Air Wall Partitions as manufactured by the Hupp Corporation Air Wall Division, Paramount, California qr approved eq"l. B. Dimensions : The interchangeable filler panels shall be 1-5/8" thick,47-1/211 wide and 1-1/2" less than finished ceiling height when Air Wall is deflated. C. Finish shall be PG-16 American Walnut . D. Installation : The Air Wall Pneumatic Partitions consist- ing of standard operating equipment and optional equipment, as specified, shall be furnished and installed complete by Air Wall Division of Hupp Corporation. 4-6 f 3. Adhesive: The adhesive for veneering .laminated plastic to the core a shall be Formica brand URAC 185 adhesive or approved equal. 4. Sealer : All wood core surfaces exposed by machin- ing for hardware attachment shall be sealed with a dark brown synthetic resin sealer or a dark brown, deep-penetrating oil and resin sealer , as approved by manufacturer. 5 . Hardware shall be Formica hardware or approved equal installed as recommended by the manufacturer. C. General Conditions : All work shall be accomplished using approved labor , material and equipment and the workmanship shall conform to the manufacturer ' s established standard practices, conditions , procedures and recommendations . r 4-7 SECTION 5 - CAULKING 5-01 . General : Contractor shall provide all items, articles, materials, operations or methods listed, mentioned herein, sched- uled on the drawings or both, including all labor, materials , equipment and incidentals necessary and required for their comple- tion. 5-02. Work Included : A . Furnish labor and materials to complete caulking indica- ted, specified herein, or both, including, but not limited to : 1. Exterior Caulking : Cleanout joints and caulk between frames and masonry. Caulk exterior door frames . 2 . Interior Caulking : a. Caulk joint between the work and back of vanity tops . Caulking shall be Kwik-Seal Tub and Tile Sealing Compound as manufactured by DAP, Inc . , Dayton , Ohio, and shall be applied in accordance with the manufacturer ' s printed instructions. b. Other interior caulking work indicated and/or required. B. Preparatory work, application and joint treatment as specified herein, shall apply to other Divisions of this Specifica- tion which include caulking as part of the work under these Divisions. 5-03. Materials : A. Primer : As recommended by Caulking Manufacturer. Apply in strict accordance with manufacturer ' s application instructions . B. Caulking: Strucsureseal by Presstite, Synthacaulk by Pecora, Thiolastic 5-70 or equal Polysulfive (Thiokol L. P. ) . Sealant approved by the Architect . C. Filling Compound : Vin-Lox CWC vinyl polymer emulsion sealant, as manufactured by Vin-Lox Corp. , Miami , Fla. , or equal approved by the Architect . 5-1 5-04. Preparatory Work: A. Preparatory work shall, in all cases, be in accordance with manufacturer ' s printed instructions, in addition to the follow- ing items. B. Where wood or metal trim does not form integral part of frame, but is removable, remove same and caulk joint. Caulk between solid frame and masonry or abutting construction. Clean joints to be caulked free of mortar, and other foreign materials. C. For Points to be caulked adjacent to masonry, rake out mortar at least 1/2" deep from finished surfaces. Leave joints clean. Where crevice is too deep or wide to apply caulking compound, pack with Vin-Lox caulking compound to within 1/2" of finished surface (3/4" at expansion joints ) . Finish joint with application of Thiokol Sealant. w 5-05. Application: A. Application shall in all cases be in accordance with manufacturer ' s printed instructions , in addition to the following: items. B. Prima with brush that will reach all parts of joints to be filled with caulking. Apply caulking with hand or air gun. Prime all surfaces to receive caulking, except metal or glass. C. Use gun nozzles of proper sizes to fit joints. Drive material in v&thl sufficient pressure to fill joints. D. Where exterior frames, etc. , are to be installed flush against concrete or masonry, butter caulk back surface into place. Allow approximately 1/2" at front (exterior ) edge free of butter caulking in order to provide caulking "slot" for Thiokol face caulking. Apply face caulking as specified. E. Aluminum Thresholds at Exterior Doors : Spread caulking bed over entire seat of saddles or sills at least 1/2" thick. Set saddle or sill on same. Remove excess material. Neatly poknt joints, as specified. F. In caulking around openings in masonry include entire perimeter of each opening. 5-06 . Joint Treatment : A. Neatly point finish of caulking joints. Bring caulking 5-2 flush with finish surface. Remove excess material. B. Neatly point finish of caulking joints in internal corners with coving tool. Remove excess material. 5-3 SECTION 6 - PRESTRESSED CONCRETE 6-01. Scope of Work : A. General : Furnish all plant, labor, equipment and materials and perform all operations in connection with the manufacture and installation of all precast and pretensioned bonded prestressed concrete, complete, in strict accordance with these specifications and the applicable drawings and subject to the terms and conditions of the contract. B. Work Included : 1. Floor sXstem of pre-tensioned, bonded, prestressed concrete double tee elements . 2 . Roof system of pre-tensioned, bonded, prestressed concrete double tee elements . 3 Installation of double tee floor and roof systems including the necessary welding at weld plates and the removal of lifting hooks. 6-02 . Materials : A. General : All structural elements shall be those manu- factured by Capitol Concrete Co. and shall be of the size, shape and module indicated on the drawings and where so indicated shall be of pre-tensioned, bonded, prestressed concrete. B. Applicable Specifications : All concrete, prestressing steel , reinforcing steel and the design and construction of elements shall conform to the "Tentative Recommendations for Pre- stressed Concrete" by A.C. I . -A.S.C.E. Joint Committee 323. C. Formed Surfaces: Steel forms shall be required for all standard sections in order to insure a uniform formed finish. Special elements such as beams and columns may be cast in wood forms but all exposed surfaces shall be troweled to a finish acceptable to the Architect . Imperfections in the form of convex teats, burrs and knobs caused by holes, cracks, dents or open joints in the forms shall be corrected by grinding where appear- ance is a factor. Pocks or voids caused by lack of proper densi- fication of concrete to the form surface and air, water or form oil pockets shall not exceed 3/8" in diameter and 3/16" in depth and shall not occur in such concentrations as to detract from the appearance of the element. Honeycombs caused by leakage or by 6-1 insufficient or improper vibration shall be cause for rejection of any section. Outside corners and inside corners formed by two intersecting surfaces shall be formed by a radius. Any chips, cracks, spalls or other damage to formed surfaces shall be cause for rejection of the section but if the damage is of such a nature as not to reduce the load bearing capacity, it may be patched, or it may be used in locations where appearance is not a factor , all at the discretion of the Architect . 6-03. Shop Drawings: The manufacturer shall furnish and submit to the Architect for approval , complete shop details of all precast and prestressed work and shall not proceed with fabrication of same prior to securing such approval. 6-04. Erection : All elements shall be erected and installed in strict accordance with the manufacturer' s drawings, specifications and installation instructions. Elements shall be accurately placed and shall be adjusted for proper alignment and elevation prior to being permanently secured together . 6-2 SECTION 7 - ROOFING 7-01 . Scope: This contractor shall furnish all labor and mater- ials to complete all roofing and sheet metal shown on the drawings or herein specified. 7-02 . Materials and Workmanship: Roofing shall be installed in accordance with the requirements of the 20 year bonded roof of Carey, Koppers, Barret or approved equal .- Application shall be done by an applicator approved by the manufacturer. Roof shall be asphalt and gravel type. Gravel shall be wash river bottom graded from I/hof to 3/41' size. Roofing and sheet metal, when complete, shall be guaranteed for one year against leaks. 7-03. Flashing shall be aluminum $032 set in approved manner to make roof watertight and complete. Flash for all pipes, vents, etc. Counterflashing shall be 4" wide on face and extend into masonry l", firmly wedged with metal wedges. Fill all masonry openings after flashing with mortar mix. "' 7-1 rok SECTION 8 • STUCCO 8-01. General: Stucco shall be applied in all areas where designated on the drawings. All surfaces shall be cleaned and made ready to receive stucco. All work shall be done in strict accordance with the best standards of the trade. 8-02 . Proportions for All �Coats: Use one of the following A. One part Portland cement, 1/4 part lime, three parts sand by volume. B. One part Portland cement, one part masonry cement, six paras sand by volume. 8-03. Waterproofing Admix: Add to each coat in accordance with the recommendations of the manufacturer. 8-04. Mi 4n:g and Application : Mix in a mechanical mixer. Apply ..r4�rr.rrr in three applications. Apply second cdat after the scratch coat has set for 24 hours. Apply third coat after the second coat has seasoned for two days . Protect final coat from rapid drying out until thoroughly cured. Total thickness exclusive of lath shall be 3/4". 8-05. Famish: All stucco shall have sand float finish, white oriental type, 8-06 . ansion Joints" Locate expansion joints where shown on the drawings. 1 j l I i 8-1 1f I SECTION 9 - TILE WORK & WALL COATINGS& MARBLE 9-01 . General : The Contractor shall provide all items, articles, materials, operations or methods listed, mentioned or scheduled on the drawings and/or herein, including all labor, materials, equip- ment and incidentals necessary and required for their completion. 9-02 . Tile Work : A. Ceramic Tile Work: 1. Materials : a. Unglazed mosaic floor tile shall be standard grade, 1" x 1" unglazed, impervious, mottled, porcelain type ceramic tile in color blends and patterns as selected by the Owner. Tile shall be suchion edge, Mosaic "Velvatex", American Olean "Ceramic Mosaic", Cambridge "Ceramic Mosaic" or equal approved by the Architect. Type S b. Hydrated lime shall be ASTM C-206 or C-207, C. Portland cement, including white cement, shall be ASTM C-150, Type I . d. Sand shall be clean, sharp, durable and free from silt, loam, clay, soluble salts and/or vegetable matter. It shall be graded fine to coarse within the following limits : 100% passing No. 8 sieve, 90% to 100% passing No. 16 sieve, 50% to 90% passing No. 30 sieve, 259% to 50% passing No. 50 sieve and 0 to 15% passing No. 100 sieve. e. Water shall be clean, potable and free from injurious amounts of oil , acids , soluble salts and organic im- purities . 2 . Unglazed Mosaic Floor Tile Installation: a. At all rooms with floor drains, set ceramic floor tile over Portland Cement setting beds, sloped to drains. b. Apply setting bed to slab which has been thor- oughly wetted and slushed with neat Portland cement paste. Port- land cement setting bed shall consist of one ( 1 ) part Portland 9-1 1 t, cement, one-half ( 1/2 ) part hydrated lime and four (4 ) parts clean, dry sand. Screed and tamp firmly. Mortar shall be of such consistency and workability as to promote maximum density. Mini- mum thickness from top of slab to top of tile shall be 111. .c. Dampen absorptive the before application. Trowel or brush a thin layer, 1/32" to 1/16", of neat Portland cement over bed and/or back of tile. 3. Grouting and Cleaning Tile: a. Grouting: Grout shall be l part white Portland cement and 1 part fine, white sand. Force maximum grout into joints by trowel, squeegee, brush and/or finger application. Before grout sets, strike or tool joints to depth of suchion and fill all skips and gaps. Do not permit dark cement or mastic to show through grouted white joints. Damp cure grout joint by maintaining damp condition for 3 days by sponging down, fog spraying, or other method approved by the Architect . b. Cleaning: Sponge and wash tile thoroughly and diagonally across joints. Do not use acid cleaners . Finally, polish with clean, dry eloths. ell, B. Quarry Tile: 1. Material shall be similar and eggal to quarry tile of Murry, Fawn Gray,6 x 6 x 1/2 , as manufactured by American Olean Company. 2 . workmanship: a Setting bed shall consist of 1 part Portland cement, up to 1/10 part hydrated lime and 2 parts sand. Applied thickness shall be 3/4" to 1-1/411. b. Pointing mortar shall consist of 1 part Port- land cement, 1/5 part hydrated lime and 2 parts sand. Applied thickness shall be depth of joint. 3. Horizontal Application: Place 3/41' minimum to 1-1/4" maximum thickness of setting bed on base material , screed and compact. Trowel 1/32" to 1/16" thickness of neat cement paste over the bed. Do not set tile on a dry bed. Tile should be installed before the initial setting has taken place. BWat the into complete contact with plastic mortar . Trowel it compress grout into points the same day the tile is set to insure a firm bond between the grout and the setting bed. Installation should be damp cured for at least three days. 9-2 9-03. Wail Coating : A. Scope: This contractor shall furnish all labor and materials and means of application required to install the wall coating as indicated on the drawings, finish schedules and these specifications. All work shall be executed in a first lass workmanlike manner and in strict accordance with the manufacturer' s specifications. B. Materials ,and Application : 1. Wall coating shall be similar and equal to Vitricon Wall Surfacing as manufactured by Vitricon, Inc . and shall consist of Portland cement, silica sand, inorganic pigments and additives and sealers manufactured by Vitricon, Inc . The materials shall be mixed in accordance with the recommendations of the manufacturer. Color as selected by the Architect . 2. Wall coating shall be applied by a contractor licensed by the manufacturer using trained mechanics and pressure spray equipment especially designed for this purpose. C. Surface Preparation: All surfaces to receive the wall coating shall be properly prepared by other trades in accordance with the appropriate specification sections and as set forth below. 1. Concrete Block: a. Block shall be laid. perfectly plumb and even, free of excess mortar and with all joints neatly tooled. Any defects shall be carefully pointed, filled with mortar and tooled by the masonry contractor . b. Concrete masonry units shall be made with fine. aggregate to produce overall smooth, dense, finished surface. C . Except where otherwise indicated, concrete masonry units shall have approximately 2" radius bullnose for use at external corners. 2 . Drywall contractor shall follow manufacturer' s recommendations with particular attention to concealing joints and n4ilheads by proper taping and spackling. D. Inspection of Surfaces : This contractor shall carefully Aminspect the surfaces to which this material is specified to be applied, and shall report to the superintendent before proceeding with his work all surfaces and conditions which he considers 9-3 unsatisfactory. Application of the finish by this contractor will fow be construed as acceptance by him of the surfaces to which his materials are applied. E. Application Conditions: 1. All surfaces must be thoroughly cured, dry and clean before wall coating is applied. Moisture content must not exceed 1696, except for White Coat Plaster where moisture content must not exceed 6%. 2 . A minimum air and wall surface temperature of 500 F. must be maintained on a 24 hour basis during application and for a minimum period of two weeks after completion. 3. Wall coating shall be applied to walls before installation of: a. Hung ceilings. b. Heating or air conditioning grills, radiators and plumbing fixtures . tile. C. Floor coverings such as linoleum, wood, asphalt d. Painting and decorating. e. Chalkboards, tackboards , lockers and other fixtures and equipment . tion of 4. Wall coating shall be applied to walls after install& clay tile. a. Permanent floors such as concrete, terrazzo and b. Exposed rigid conduit and all electrical outlets and switch boxes. proofing. C . Roof, glass, exterior doors and all water 5. The General Contractor shall coordinate the trades and provide adequate heat and light to enable this contractor to comply with these application conditions. 9-04. Marble tops and splashbacks shall be similar and equal to Amco-Cream or Madre-Cream. All marble shall be 7/8" thick and shall be installed in strict accordance with the Marble Institute of America' s standard practice. A1.1 marble tops shall have cut outs to receive the applicable basins and fittings. 9-4 it ell SECTION 10 - DRYWALL 10-01. General : Furnish all labor, materials and equipment required to erect all furred gypsum board ceilings and walls complete with related metal components and necessary accessories in accordance with the drawings and as specified herein. 10-02. Materials : A. Gypsum wall board shall be 1/2" thick Sheetrock Firecodee "C" as manufactured by the U. S. Gypsum Company and shall be furnished in 41 wide sheet size with lengths suitable for the wall height, providing as few joints as possible in the finished installation. Long edges of wall board shall be recessed for finishing with tape and cement treatment. B. Joints shall be covered with Perf-A-Tape and Perf-A-Tape cement as manufactured by U.S. Gypsum Company or approved equal . 10-03. Installation : A. Masonry walls shall receive gypsum wall board by nailing to 1 x 3 pressure-treated wood furring strips nailed securely with case-hardened nails to masonry surfaces, with the long dimension of wall board at right angles to furring strips. All abutting end or edge joints shall occur over surface of furring strip and shall be fitted niltly and accurately. End joints shall be staggered. B. Joints : All joints shall be covered with the tape and three coats of cement , each applied after the previous has dried. Cement shall be feathered out from the joint to a point at least 3" beyond on each side. C. Nail heads shall be "dimpled-in"slightly to leave a depression for the cement . Finish with one or more coats of the cement as necessary until the surface is smooth. 10-1 SECTION 11 - SLIDING GLASS DOORS 11-01. General: All aluminum sliding glass doors of th+ types and sizes shown in the pian and/or as called for in thisspecification shall be furnished complete with all necessary hardware, fittings and miscellancous equipment as herein specified and shall be manufactured by Lumidor, Hialeah, Florida. 11-02. Materials A. Ate: Aluminum shall be of commercial quality 6063TS alloy aluminum with a door panel typical minimum wall of . 125 and shall be free from defects impairing stre"ib andlar durability. Aluminum extrusions, ,whete tttd for wain stctioAs, shall have a guaranteed minimum intimate tensile strength of 22,000 psi. Moment of inertia of vertical stiles shall be .444 in. B. Hardware having component parts which are exposed to the weather shall be of aluminum or other non-corrosive materials which are compatible with aluminum. C. Weatherstriushall be compatible with aluminum and shall �+rrr..• r r r be resistant to deterioration by all forms of weathering. Wool pile weatherstrip, where used, shall be treated with silicone and be free of residual wetting agents. Flexible vinyl weatherstrip, where used, shall be equal to Commercial Standard CS 230-60. D. Rollers: 1. Top Roller : Moving panels shall be fitted with a gang of four nylon-tired, sealed ball bearing rollers at each end, designed to provide adequate adjustment and support while provid- ing easy movement of the panel. 2. Bottom Roller: Moving panels shall be fitted with special corner braces which fasten securely into door members, assuring a perfectly mitered corner and fitted with a nylon-tired ball bearing roller designed to provide adequate adjustment and support while providing easy movement of the panel. E. Low Movable sliding glass door panels shall be provided with an Adams-Rite #4190 flush cylinder lock and/or latches with bolt and strike -adjustable on the job and designed so no damage will result if door is closed with the unit in the closed latched position. Finish of latch and escutcheon to be 11-1 AW chrome plate U.S. 26D. 11-03. Construction: A. Panels: All panel members shall be designed to be mitered and mechanically joined by means of structural aluminum corner braces so as to form rigid joints which will not loosen or twist under continuous operation. Sliding panels shall not be removable from the outside when in a closed and locked position. B. Frames Jambs shall be constructed to interlock with the bottom guide and top track to form a twist-proof and weather- tight frame within an opening. Dimensional control, of all members shall be maintained to provide proper fit of all panels in the frame and to the opening specified. C. Glazin : Sliding glass doors are designed for glazing with 3/1611, 7/ 3211 or 1/4" glass unless otherwise specified. Doors shall be glazed with aluminum snap-in channel and vinyl glazing bead furnished by manufacturer and may be glazed in the shop or on the job. 11-04. Finish: The exposed surfaces of all aluminum members shall be polished, buffed and anodized in a finish equal to Alcoa specification #204 Al. These surfaces shall be reasonably uniform in color and shall be free from any surface blemishes. 11-05. Screens : Screens shall be provided when specified and shall be standard door sections with aluminum screen woven in an 18 x 14 mesh and shall conform to the specifications of the Screen Manufacturers Association. 11-06, .. B The manufacturer shall guarantee the watertight- ness of this unit against hurricane-force winds. If any leaks occur due to wind and rain, the door manufacturer shall replace the door or correct the condition at his own exp#nse for a period of 5 years from date of installation. 11-07. Drawings : Lumidor shall furnish details showing recommenda- tions for the installation of sliding doors and fabrication will begin only upon the receipt of approved drawings. 11-2 006, SECTION 12 - PLUMBING 12-01. Description of Work: In general, the work specified in this section of -the specifications includes the furnishing of all labor, material and services necessary to install a sanitary sewer system and a domestic water system and other piping, fit- tings or fixtures described or shown complete in every respect - with hangers, supports, plumbing fixtures and trim, drains and all water and waste connections required to any fixture or equipment shown on the plans or specified herein. 12-02 . Cutting and Patching: Where necessary to install the work properly, the Contractor shall do all cutting and patching which shall be delegated to workmen who are experienced in the trade or trades affected. The completed work shall present a finished and neat appearance. 12-03. Drawings : A. The drawings are partly diagrammatic and are not inten- ded to lhow in detail all features of the work. The Contractor shall supplement them with his shop drawings where necessary. B. Pipe sizes shall conform to acceptable good practice and in no instance shall they be smaller than that as shown on the drawings. C. The location of all piping shall be checked to determine that it clears all openings ; that it clears all important struc- tural members; that piping can be properly concealed in walls or partitions of finished rooms and that it does not interfere with cabinets, lights, or other equipment having fixed locations finless shown to be exposed. 12-04. Pipe Sleeves and Thimbles : Pipe sleeves for pipes passing through floors, through walls, above the ground floor and through partitions, shall be zinc coated sheet steel having a nominal weight of not less than 0.906 pounds per square foot after being zinc coated. Sleeves for pipes passing through floors in rooms having water supplied plumbing fixtures or equipment shall be caste iron and shall extend 1/2 inch above the finished floor. All pipe sleeves through floors shall be caulked with oakum and bituminous compound or lead and made watertight after pipes are installed. 12-1 12-05. Water Supply System and Piping: A. Provide a system of water piping for all fixtures to the extent indicated on the drawings or as further specified. B. Water supply branches to fixtures having quick opening vlaves, flush valves or any battery or fixtures shall, after the last fixture connection, be provided with air chambers of not less than 18 " high and of a pipe size not smaller than that at the last fixture connection. 12-06 . Wall, Floor and Ceiling Plates : All pipes passing through floors , walls and ceilings shall be fitted with chromium plated escutcheon plates . Plates shall be one-piece construction and be provided with set screws for holding �n position and shall rest firmly on walls, floors and pipe sleeves . 12-07. L. P. Gas System : Provide a complete system consisting of lines and fittings and connections as shown on the drawings. Piping shall be black steel with malleable iron fittings in accordance with the State Fire Marshall requirements. Installa- tion shall be by a licensed and bonded gas fitter and shall be in strict accordance with Phamphlet 54 , "Gas Appliances and Gas Piping", August, 1959 , (ASA 221 ,301 as published by the National Fire Protection Association, and current regulations of the State Fire Marshall. 12-08. Sterilization : All water pipe of whatever size and mater- ial and wherever installed on the project shall be thoroughly -- sterilized prior to being placed in service. Sterilization shall follow the applicable provision of the Florida State Sanitary Code. 12-09. Soil Waste and Vent Piping: Piping shall be extra heavy below ground floor slabs and below grade. 12-10. Water Pipin2 shall be galvanized wrought iron. 12-11. Testing: A. All testing equopment shall be furnished by the Contrac- tor , who shall conduct all tests in the presence of the Architect. B. Tests shall be conducted at such places and with timing to permit the work to proceed with as little interruption as possible. Tests shall be made before any of the work is covered or concealed . C. Water piping shall be tested to a hydrostatic pressure -- ~ of 100 psi . 12-2 D. After the instillation of sanitary piping and before the pipe is concealed or the fixtures installed, the ends of the system shall be cappedor plugged p gged and all lines shall be filled with water to the top vents above the roof and allowed to stand until a thorough inspection has been made. Should any leaks appear, they shall be remedied and the test repeated until the system is tight . When tbeting the system by sections, the minimum height of the water column shall be 10 feet . E. No resin, gas fitter ' s cement, candle wax or any other substance shall be used for stopping leaks in cast iron soil, waste or vent lines. Caulking of screw joints to stop leaks will not be permitted. 12-12. Plumbing fixtures shall be in accordance with the following schedule, or equal : A. P-1. Water Closet : Kohler K-4272-ET bowl ; Kohler K-4671 Lustra plastic seat open front less cover; Sloan Royal #110 FQ4V flush valve. B. P-2. Urinal : Kohler K-5014-T syphon jet ; Sloan Royal 180 y.v, flush valve. C. P-3.Lavatqri: Kohler K-2863 white 2011x1811 ; Kohler K-7436 lavatory fittikng; 3/8" angle stops; 1-1/4" c .p. 17 ga. "P" trap with cleanout . D. P-4. Lavatory: Kohler K-2198 19"x16" oval vitrious china lavatory; Kohler K-7436 2m. water saver lavatory g'p• Y 3/8" angle supplies with stops ; 1-1/4" 17 ga. "P" trap with cleanout; Hudee stainless steel frame. E. P-5. Service Sink: Kohler K-6716-A 2411x20" service sink complete. F. P-6 . Sink (furnished by Kitchen Equip. Co . ) : Trim t & s u° Brass Co. No. B-232 (furnished by Plumber) . hot water storage heater 12-13. Insulation: /shall be insulated with Owens Corning Kaylo Block. Apply 1" hexagonal mesh over insulation,_.. _ lacing edges together. Apply 1/2" thick coating of OC-li0 insulat- ing cement and trowel to a smooth finish. Adhere 8 oz. canvas over cement with an approved lagging adhesive size canvas with one brush coat of lagging adhesive. 12-14. Code: All work shall be done in accordance with all local - codes Contractor shall obtain all permits, fees, meter settings,etc. 12-3 12-15 . Alternate Bid: See drawings Sheets P-1A and P-2A. A. separate bid is required for "Alternate Bid" as shown on drawing e.P-1A and P-2A, Plumbing. Furnish and install as listed on drawings all equipment, materials and labor required for a complete job. B. Specifications for "Base Bid" also apply to "Alternate Bid". 12-4 SECTION 13 ELECTRICAL 13-01. Scope: The work to be performed under this section shall include the furnishing of all labor, material, equipment, tools, apparatus, devices and fixtures to complete the work as described on the Plans and/or as outlined int he Specifications. The Plans and Specifications shall be considered as supple- mentary one to the other so that materials and workmanship indica- ted, called for or implied by one and not the other shall be suppli#d and installed as though required by both. The complete installation shall include all related wiring, equipment as specified, and electrical connections to provide a complete operating system as indicated on the Plans, with all appurtenant work, including : A. Temporary wiring system for the use of all trades during construction. B. Service conductors to the building distribution system. C. Complete lighting system, including feeders, panels, conduit, wiring, outlets, fixtures and lamps. D. Complete power system, including feeders, control equipment and devices, conduit, wiring, and connection of all equipment required for operation of the facility. P E. Telephone and communications conduit system as indicated. 13-02. Matte; All materials, equipment, apparatus and fixtures that will become a part of the finished and coupleted installation shall be .new, in prime condition and of a size, type and rating comparable and equal to that shown in the Plans and Specifications. Where manufacturers' names and catalog numbers are given or specified on the drawings or in the SpeCtf:ations, the intent is to indicate type and quality of materials, devices, apparatus and equipment. To avoid any misunderstanding and to insure compliance with requirements, the Contractor shall, before purchasing apparatus, devices or equipment, submit to the Architect a list of materials 13-1 and proposed equipment ui ro for the installation q p p P giving manufacturers names and catalog numbers of each item for consideration and ap- proval. The Contractor shall make no purchase until this list is approved by the Architect. A. Conduit :� , All rigid steel conduit shall be threaded and hotdipped galvanized with galvanized threads. EMT shall' be pro- vided with concrete-tight compression type couplings and connec- tors. B. Conduit Fittings. Outlet and Junction Boxes : All conduit runs exposed to the westher$ fittings and outlet boxes shall be galvanized cast steel type with ferratloy covers. All other o4��tlet boxes shall be stamped steel: galvanized or sheradized finish. They shall be at least four inches square or octagon type, not less than one and one-half inches deep. Boxes in finished plastered areas shall have plaster firings. Junction boxes, pull boxes or wiring gutters, where required and/or specified on the Plans, shall be galvanized sheet steel of not less than No. 14 gauge metal and shall have covers fastened with non-ferrous screws. C. Wire and Cable: Wire and cable on circuits of less than 600 volts shall have insula;tion rated for 600 volts and shall meet the Specifications for insulated wire and cable of the N.E.C. and shall be of the specific size and type indicated on the Flans. Minimum size wire shallbe No. 12 AWG. D. Wiring Devices: Wiring devices shall be of the type shown on the Plans. Device plates and screws shall be stainless steel, satin finish of Sierra S-Line in finished areas and stamped steel in unfinished areas. E. Motors and Controls : Motors, machinery, electrical controls, related equipment and instruments described in other sections, of these Specifications or on the Plan's and not supplied by the equipment manufacturer shall bt supplied by the electrical contractor to accomplish the functional: purpose indicated. All menu r magnetic type motor controllers shall have thermal protection in each ungrounded conductor. Motbr protective devices shall be rated at not nor* than 11,0% of the full load rating of the motor. F. Lighting and Distribution P*nelboards : Panelboards r1,wy.�Yr.rr rM. M, Wlrw,r�y supplied, installed and wired shall be-of the type and Size indi- cated on the Plans and shall be of first dine quality and shall bear the device label of the Undersriter' s laboratories, Inc. Each 13-2 panelboard shall have provisions for a circuit directory inside the cover. Panelboards shall be furnished with tumbler locks and keyed alike unless otherwise noted. A set of keys consisting of at least *wo (2 ) keys for each panel shall be furnished'. G. Safety Switches : Safety switches, where required, shall be of thg size and voltage shown on the Plans and shall be type "S" consiz%ction, quick make-or-break operation and shall have an interlock type door with provisions for locking the switch in the "on" or "off 11 position. H. Fuses: Fuses of the correct rating shall be supplied as required for a 1 circuits. Fuses for 250 volts and over shall be cartridge type, renewable with superlag links, or shall be Fuse- trons as required. I . Lighting Fixtures: Lighting fixtures shall be furnished and installed as described and required on the Plans. Before final inspection the Contractor shall relamp all fixtures with new lamps. Incandescent and/or flourescent lamps shall be of a recog- nized manufacturer and of the size specified. 13-03. Construction Methods : A. General : All apparatus, equipment, duct, switch-gear, conductors, and fixtures shall be installed, secured or mounted as called for on the Plans, or, if not shown in detail thereon, in accordance with good current practice and applicable local codes and/or the National Electric Code, depending upon jurisdiction. Standard and approved methods shall be used and the job accom- plished in a professional and workmanlike manner. B. Conduit Runs : Bends in conduits one inch in size and larger shall be made with manufactured elbows or with a portable type bench bender and the radii of the bend shall not be less than that specified for the size of the conduit. During construction, all open ends of conduit shall be plugged or capped. All conduit must be thoroughly swabbed out to remove moisture and foreign matter before wire or cables are drawn in place, ,; All connections to motors or vibrating equipment shall be made with approved watertight flexib*4 conduit, so that no Vibrations will be transmitted to the conduit or building structure. All empty conduit installed for future use shall be left, with a galvanized iron wire in them and the ends securely capped. 13-3 0' Conduit runs shall be grouped and supported using glavanized antes, U-bolts, or malleable iron straps as required. Exposed runs of conduit shall be installed in a neat workmanlike manner, with all runs parallel and perpendicular to walls or ceilings. Straps anchored to concrete walls or ceilings shallbe secured with expansion type anchors of sufficient size. Anchors on tile or block walls shall be standard galvanized toggle bolts. C. Pull and Junction and Outlet Boxes : 1. Pull boxes and junction boxes may be provided at locations that will reduce the number of bends between outlets and reduce the length of cable pull . Pull boxes shall not be placed in finished spaces without approval of the Architect. Pull boxes in finished spaces shall be with overlapping screwed-on covers finished to match the finish of the wall or ceiling. 2. Outlet boxes in plastered stud walls shall be se- cured in place with plated wood screws. Outlet boxes in suspended ceilings *hall be rigidly secured in place. D. Wiring:! Complete wiring systems shall be installed with all feeders, mains and branches as shown on the Plans and wiring diagrams. 1 . ' Branch circuits shall be color-coded in accordance with the National Electrical Code. 2 . Splices shall be kept to a minimum and shall be taped with self-vulcanizing rubber tape and secured with "Scotch" tape or Manson friction tape. Where required, "Scotchfiil" shall be employed to eliminate all sharp edges of the finished taped splice. 3. Wire_R devices shall be installed as shown on the Plans. Switches shown adjacent to each other shall be installed within the same enclosure. 4. Convenience outlets shall be installed 18 inches above finished floors. Wail switch outlets shall be installed 48 inches above floor. 5 . All plates shall be installed level and flush with the surface. E. Splices and Terminals : Splices of conductors ,#8 and 13-4 larger shall be * die ith split bolt type pxeesatwlre tonnectorc Splices of coaductoi,* #10 and imaller shall be *ad* with set screW type or spring' type oonneactors of an approved ttanufacturer. All:, splices shall bei lar sul^ted to a value of not less than ttie rating of the wire 'insulation. All crsaul tort terminated in paaelboards, motor starters, control devices, switches and outlets shall, be with screws or , solderleess oortnectoacrs. Motor lead camnecti ns in terminal boxes shall be`made by the lug to lug method and sacurely bolted azo insulated.. F. !! for Controls: 1. The Contractor shall install all wiring to as otos-s, controllers, push buttons and devices pertaining to than installa- tion. 2« The Contractor shall provide suitable mounting detail for. all coft*X all.eers, push buttons and switches. Where other than wkll mountod,` 8ubstontial galvi mikead bolted steel supports shall be pacovidod as required foalproper mounting-t ' "' t3. Panel boards: The Cabinet of the pamelboards sUl lbe installed with Leap of cabinet 6 feet 4 inches >�tbouea the floor.Cabinets sha:l.l be rigidly saeuresd in 'Olacse ; and shall have frcaantt straight and"plumb and arranged so that panelboa rd will be cenr tered in the- door opening. H. Grounding and ! thin _ The system shall be groUfi 4 rd at the sezVic+s'!qui� .paaeast in `the b dinq, by a -bare- copper g`rac d conductor, eact4Wnded `l inch in ca"ai t 'tq an approved cold v*tar connection. *'hall be of the grounded type setithat the entire rat eecat>�3,ea1 syt+es a, antinu ?t . ground threut, Where flexible +conduit coanec4:i9os ate ,made, to motor ter*inal boxes a fullsite ('but not larger than #6)` ",groupding eonductoa shunt shall be,instsa►l l.ed ,-in the flsxible #eetlon. Re0AV1; ►+-I*S shall have the grounded lead attached .to an approved typ-4, unding bushing. 1 . C rani n §tenc4ling and Identifications 1. All oil, gto&sa and dirt shall be removed, tzQ=' all exposed rae oviays, fA t t 3.a ", boxes, pane lboard s, suppo x tai atc. so as to present a clean surface. 2. The Contractor shall identify each safety awt tr , motor coantroller, special control cabinets and panelboareds by attaching nameplates thereon with the name of the machine or device controlled. Nameplates shall be engraved phenolic plastic. 3. Each lighting panelboard shall have a typewritten directory installed inside the cover and each circuit shall be properly identified. The typewritten director shall be protected by a cover of glass or clear plastic. J. Testing and Operation: 1. When the installation, or any component thereof which tIAe Architect may designate, is completed, the Contractor shall couct such tests thereof as may be called for in the Plans or Specifications or are required by the Architect, which may include, but are not limited to, the following: a. Resistance measurement of conductors, windings, contacts, etc . b. Motor loads, temperature rise, speed, torque. C . Operation of manual and automatic controls. d. Voltage measurements at points of use under conditions of load. e. Operating tests of sufficient duration to determine improper mounting, alignment, connection or installation. 2. The acceptance of the results of such tests shall not relieve the Contractor of responsibility for correcting faults, material or workmanship that may become apparent during the warranty period thereafter. ` 3. The Contractorfwhall demonstrate to the Owner the proper method of operation of the equipment and shall train him sufficiently so that he can safely and properly operate it. The Contractor shall furnish any required bulletins, calibration curves, test results, operating characteristics, charts, or other data required by the Architect on any item of equipment or apparatus that the Contractor may furnish. " 13-6 SECTION 14 - PAINTING 14-01. General : This work shall include the painting and finish- ing of the building as specified herein, in addition to shop coats specified in other sections of these specifications . Items having factory paint shall be touched up as necessary. A. Surfaces not to be painted shall include the following unless otherwise specified : All other areas shall be painted. 1. Factory finished items. 2 . Exterior brick. 3. Exterior stucco. 4. Glazed and unglazed tile surfaces . 5. Interior concrete wearing surfaces. 6 . Unexposed galvanized surfaces. 7 . Non-ferrous metals. 14-02. Materials: All ready-mixed paints and all paint materials shall be delivered to the job in their original+unbroken packages . For the various paints to be used, the Contractor shall submit for approval specifications data in accordance with the paragraph for same, both as covered in the General Conditions. All paint shall be applied in strict accordance with manufacturer' s printed instructions. All paint materials shall be the manufacturer ' s first quality forthe type specified. Approved manufacturers are: 1. Luminall Paint . 2 . Mobile Paint Company. 3. Pittsburgh. 4. Glidden. 5 . Sherwin-Williams . 14-03. Workmanship: All finish surfaces shall be smooth, even and free from defects and shall show even coatings. Paint shall be applied to dry surfaces only and no oaucceeding coat of paint shall be applied until the preceeding coat is thoroughly dry. Paint shall be thoroughly worked into all joints, crevices and open spaces. There shall be a perceptible difference in the shades of successive coats of paint. All freshly painted surfaces shall be adequately protected. 14-1 14-04. Pruaration of Surfaces A. .All rust, loose or disintegrated paint, grease and scale shill 'ba rlmoved from metal work before priming 'or field coats are Applied. Allwood or other surfaces shall be ,free from, dirt ' 9reaae and dust, and shall be in condition niec+eesa4ry to provide for a proper paint finish. All nail hopes, cracks or open faint-s shall be puttj,ed with pure linseed ail putty, or caulked. Putty, where necessary, shall b+e-' applied with a knife after priming cma.ts have been applied. All door frames *hall be field primed onall aid*& before setting. Ali interi©r oillwork shall be primed on all sides immediately upon delivery to job with one coat "Rez" or approved equal. B. Sanding: Millwork shall be sanded before painting, to remove high '9 n *nLd other surface irregularities. s. 14-05. TYpe of F ttishsat a The paint coatings making up each type shall be as folia , A. Natural .P"inish on Pywood and Softwoods (Interior) .. I. lot coat - clear Rez (or Firzite) . 0016, 2. 2nd coat approved stain. 3. 3rd coact - flat vknish. 4 4th coat - flat varnish. S. Sand between coats, B. Semi G sas or Coftertte mn Plaster and Cencrete Slack: i, lst coot - Pigmented primer sealer. 2 2ri9 Coat Enamel undercoater, tinted. 3. 3rd coat Semi-gloss as comes from container. C- Semi-Gla effi on Wood: ...w,.._ .... �. M od 1. 1st coat - Pigmental wood ,primer. 2, 2Ud coat - Enaoel undercoater, tinted. 3. 3rd coat Sesri-gloss as comes from container. D. semi-ClassanM tai : 1. lst coa►t - RuSt ibhi4itive primer as specified. 2. `2nd coot - Enamel; Undercoater, tinted, 3. 3rd coat - Semiwgloss as comes from Container. :. Gloss Ebel on Wo2d': o 1. let coat `- oil bate wrppd sealer. 14-2 2. 2nd coat - Undercoater, tinted. 43:, 3rd coat Gloss enamel as comes from container. F. Exterior Oil on Metal : 1. lat coat - Rust inhibitive primer. 2. 2nd & 3rd coats - Exterior ,house paint as comes from container . G. Oil on Sheetroaks 1. lsat cost - Primer and sealer. 2. 2nd coat - Flat oil mixed with 1./2 part primer and sealer. 3. 3rd coat - Oil semi-glossa I . Exterior Cedar and Redwood: 1. last & 2nd coat - Cabot's Bleaching Oil #241. J . Stain on All Other Exterior Wood: 1. 1st & 2nd coat - `Cabot' as oil-base heavy-bodied Op`" shingle stain. K. Rubber Base on Exterior Concrete. & Masonry : 1. 1st coat - Pa �wex 2. 2nd coat - Rubber base. 3. 3rd coat - Rubber base. Y� 41 414-'3 AMk SECTION 15 - HEATING, VENTILATING AND AIR CONDITIONING 15-01 . Scope of Work: The work covered in this section of the specifications consists of furnishing all materials, labor and equipment and performing all works for the complete installation of all heating, ventilating and air conditioning systems, as described herein, and as shown on the accompanying drawings. 15-02. General Requirements : It is intended that this specifica- tion shall include, but not be limited to, the following general requirements : Rigging and Cartage Excavation and Backfill Sleeves and Inserts Complete Steam Heating System and Kitchen Steam Piping Complete Ventilation and Exhaust Systems Tests A. Rigging and Cartage: This contractor shall be respon- OW sible for the cartage and proper rigging of all mechanical equip- ment and materials, and setting all such equipment on any required bases, curbs or other supp6rts, with all necessary foundation bolts, bed plates, templates, vibration rails, etc. , as required. B. Excavation and Backfill : All excavation and backfill required for the complete installation of any and all systems, as described in these specifications, shall be the responsibility of this contractor. C. Sleeves and Inserts : This contractor shall properly place all sleeves and inserts for piping before the building structure is erected. Any cutting and patching that is required, after the structure has been erected, will be the responsibility of this contractor, and any ekpenses for same shall be borne by him. D. Steam heating system shall include the installation of the steam heating boiler, gas (LP gas ) burner, and piping system, underground piping, together with piping systems supplying equip- ment, as indicated on the drawings. 0010* E. Ventilation and exhaust syttems shall include the exhaust and toilet exhaust systems and kitchen exhaust hoods, fans and fresh-air intakes as shown on the drawings. Each to be complete v 15-1 L with ductwork, diffusers, grilles, registers, dampers, piping connections, controls, coils, fire dampers, etc. , as required, F. Air Conditioning system shall include the installation of air conditioning unit, water chiller, chilled water pump, expansion tank, ductwork, grilles and registers, piping connections, insulation, controls, etc. G. Guarantees ; All equipment provided under this section of they spscif[catlons. 1. The installation of all equipment and allied 1te?ms shall be in accordance with the plans and specifiVations with regards to type, size} manufacturer, location of 6'quipment, pipe and duct size, etc. The drawings, however$ are diagrammatic as to piping layouts, etc. , but shall be followed as closely, as possibleak and as actual building conditions and work of other trades. p nit. The installation of all equipment shall conform to the standards of good practice, and in no instance shall the size of any piece of equipment, piping, etc . , be smaller thanthat shown on the drawings or called for in the schedules or specifications. 2 . The location of all piping and equipment shall be checked to determine that it dears all openings and structural members, and its installation shall be coordinated with all other items of other trades. 3. All materials and equipment shall be new and in- stalled in a first-class, good workmanlike manner by skilled mechanics for each trade involved. H. Shop Drawings ; The number to be later determined by the Architect, of all equipment and material to be purchased and installed in accordance with the approved schedule of material and equipment as outlined, shall be submitted to the Architect for approval prior to the placing of any orders for this equipment by the contractor . I. Ordinances Regulatipns and Codes : The work shall conform with all local and state ordinances or regulations goVei - ing the installation of such equipment. If the work as laid out, indicated or specified is contrary to or conflicts with local ordinances or regulations, the contractor shall report the same toy the Architect before submitting his bid. The Architect will then issue instructions as to procedure. 1. If the, ccntractor fails to notify the Architect of conflicts or omission's as noted above, all changes required to 15-2 l comply with the ordinances and regulations shall be made without additional expense to the Owner. 2 . The work shall comply with the following codes (Latest Editions) : a. Sanitary Code of the Florida State Board of Health. b. Local Plumbing Code. C. National Electric .Code. d. Local Electric Code. e. ASME Applicable Codes. f. AGA Code for Heating Boilers. g. ASRE Codes . for. Registration Apparatus. h. Standards of National Board of Fire Under- writers. i. National Board of Fire Underwriters. 3. All fired and unfired pressure vessels shall bear the inspection stamp of the AGA, with copies of this inspection to the Architect . 15-03. Ping: FA -:piping and fabrication, erection and testing of same shall conform to the American Standard Code for Pressure Piping. Tenting of the hot and chilled water and secondary water systems shall be as hereinafter specified. In general , unless otherwise noted an the drawings, all pipe 2" and above shall be welded and below 211 shall be screwed type. A. All steam and chilled water supply and return lines shall be 'Standard weight (Schedule 40) black steel pipe. B. All condenser water piping shall be standard weight, (Schedule 40) galvanized steel . C. In general, steam and chilled water lines shall slope in the direction of grade arrows and the grading shall be 1" in 40 feet, unless noted otherwise. Principal runs of piping shall have anchors where indicated on the drawings to prevent the piping system from slipping out of position due to expansion and contrac- tion. D. In all lines of piping there shall be provisions for expansion to be certain that pipes, fittings and branch lines will be clear when such movement occurs. E. Pipe ends of screwed piping shall be reamed deeply and cut with clean, sharp, uniform threads. Length of pipe thread and i 15-3 Take-up shall be in accordance with standard practices. A good piping compound shall be applied to male pipe threads only. Be- fore installing pipe in any part of the system, the pipe shall be cleaned inside and made free of oil , dirt or any foreign matter that might get into the system during construction. All lines, where practicable, shall be blownclean before placing in service. F. L.P. Gas Piping : Provide a complete system consisting of lines, fittings ^and connections to boiler, kitchen equipment and hot water tank. All underground and underslab piping shall be galvanized wrought iron with malleable iron fittings run in conduit, sealed and vented in accordance with the State Fire Marahal requirements. Exposed service above slab shall be hard grade seamless copper tubing with dielectric fittings between iron and copper piping. Installation shall be by a licensed and bonded gas fitter and shall be instrict accordance with Phamphlet 54, "Gas Appliances and Gas Piping", August 1959, (ASA-221 . 30) and Pamphlet 58, "Liquified Petroleum Gases (Amended )", 1957, as published by the National Board of Fire Underwriters and also current regula- tions of the State Fire Marshal, and the Compiled Building Code of the City of Jacksonville, Florida. Tank to be furnished and in- stalled and piped to gas stub out at building by Gas Supplier. 15-04. Piping, Joints and Fittings : FJt' A. Fittings of all screwed piping shall be 150 pound malleable iron standard. Screwed flanges shall be 150 pound forged steel flanges conforming to the 150 pound American Steel Flange Standard. Where flanges are used, suitable 1/16" or thicker metal jacketed asbestos gaskets shall be provided. B. Welding fittings shal.1 be of the seamless, forged, butt welding, U.S.A. factory made type designed to develop strength equal to that of the run of the pipe. All fittings shall have heat or melt identification permanently marked thereon. All fittings except laterals shall. conform to the American Standard Specifications ASHRE169, "Steel. Butt Welding Fittings". Materials from which the fittings are manufactured shall conform to specifi- cation ASTM A23A Grade B, and shall be as manufactured by Tube Turn. C. Unions shall be of the ground joint type and suitable for 150 pound service and flanged type unions shall be used for piping 2" and over. Unions shall be so located as to permit removal of small pipe sections with the accessory equipment for repairs , maintenance, etc . unless flanges normally occur at these points. D. Flange bolts shall be of the ASTM Specification A107, Grade 22 or better, carbon steel with heavy hexagon nuts (ASA B18.2 ) . 15-4 P Where washers are required, they shall be of standard rolled steel. E. Weld*neo yro_g!0ures shall be tested and approved in accordance with the American Standard Code for Pressure Piping ASA 831. 1k Welders shall be Hartford or by the Owner's insurers recommended certification agency for the type of welding to be performed. Welder shall have passed a certifying test not more than 12 months prior. F. Defects such as cracks, pin holes, excessive, under- cutting or other welding defects shall be removed and the joint rewelded. Chipping out of the defective portion of the weld to sound metal will be allowed at the discretion of the inspector. The welding inspector shall be a representative of the Owner's insurer. J 15-05. Valves : All valves may not be shown in every instance on the drawings but whether shown or not , all valves necessary to the proper operation of the system shall be furnished and instal- led. However, specified valves shall be installed where shown, and any departures therefrom shall be submitted to the Architect for approval. A. Valves 1-1/2" and smaller shall be of all brass or rr-r.r.rrrr.r. r.rrr-.�,-r• bronze construction, screwed type, with threaded bonnets and rising stem, suitable for 150 poubd working pressure. B. Valves 2" and larger shall be iron body, brass trimmed, flanged, with bolted bonnets and non-rising stem, suitable for 125 pound working pressure. r C. Gate valy f the double-wedged disc type shall be used on all cutoff steer ices. Glove valves for 125 pound working pressure with brass dist shall be used on all throttling services and where indicated. D. Check valves, unless otherwise specified, shall be of the swintyper ,for working pressures of 125 pounds and shall be made so he valves and discs are removable and of the regrinding type. Valves 1.-1/211 and Willer shall be threaded, of brans or bronze construction. Valves 2" and larger shall be flanged, of iron body, brass tripe construction. E. Ail valves shall be as manufactured by Lunkenheimer. 15-06 . Balancing cocks, unless otherwise specified, shall be for working pressures of 12.E pounds. Valves 1-1/211 and smaller shall 15-5 .,, be threaded, of brass or bronze construction, square head. Valves 2" and larger dhall be glanged, 6f iron body, with brass plug and washer, square had. Valves shall be as manufactured by Dezurik Corp. , Model 425. 15-07. Pipe Sleeves, Saddles and Escutche6as : M YiY.- A. Pipe sleeves constructed of 22 gauge galvanized iron or similar and equal material shall be provided and installed for alll pipes passing through walls, floors and ceilings. Sleeves in concrete shall be placed before concrete is poured and shall be of sufficient diameter to allow the pipe insulation to pass continu- ously through the wall, floor or ceiling. A total clearance shall be maintained between the outside diameter of the pipe (or insula- tion) and the inside diameter of the sleeves as required to permit maximum pipe movement due to expansion and contraction. Pipe sleeves passing through floors shall extend 1/8" above finished surface. Chromium plated brass escutcheons with set screw* shall be provided and installed in finished areas on both sides of floors, walls and ceilings wherever exposed pipes pass through them. B. Pipe Saddles : Where insulated pipe rests on supports or in hangers, pipe saddles, Crane No. 186-G, Type A. , shall be furnished and installed for the protection of all pipe insulation except as detailed. 15-08. Hangers and Supports : A. Approved pipe supports and guides shall be provided to meet the requirements of this specification and the drawings. In general, all suspended piping shall be supported by means of all metal hangers which are capable of screw adjustment after erection of the piping. Pipe hangers, supports, anchors, etc. , shall be fabricated in accordance with Section 60 Chapter 1, of the Ameri- can Standard C64e for Pressure Piping ASA B31.1-1955. B. acing of hangers and supports shall be such that the pipe lines will not sag excessively and that undue strain will not be placed upon valves and specialties. In general, the following table of spacing shall be followed: Diameter of Pipe and Max Distance Between Supports : 1-1/2" through 1-1/2" 6 feet 2" through 31' 12 feet 4" and above 18 feet C. Hanger rods shall be standard in construction, of suitable length and of minimum size as indicated on the following schedule: 15-6 Pipe Size and Rod Diameter : 211 and smaller 3/8" 2-1/2" through 3-1/2" 1/2" 41' through 5" 5/8" 6" And above 3/4" D. Hanger rods suspended from concrete surfaces shall be provided with CB Universal concretinserts, Fig. 282, as manu- factured by the Grinnel Company. E. Bare pipes erected close to the wall may be supported on wall hooks. 15-09. Strainers : A. Steam, chilled and condenser water strainers shall be furnished and installed in the inlet piping to all steam and chil- led water coils, chillers and pumps and shall be of the Y-type and of the size of the entering pipe. Strainers shall be Y-type, Crane Company No. 989-1/2 . Strainers shall be suitable for 150 psi service. B. Strainer basket elements shall be of Monel metal or stainless steel construction with perforations of approved size for the service. Unless otherwise specified, total area of the perforations shall be equal to at least four times the area of the inlet pipe to the strainors. The baskets shall be easily removable and shall have a cleanout plug. 15-10. Automatic air vents shall be provided at the high point of the steam, chilled water, secondary water and elsewhere as re- quired. Vents shall be Bell & Gossett, with 1/8" close nipple connections. Air vents shall be piped to the nearest drain and tubing shall be 1/4" 0.10, copper tubing. 15-11. Flexible Connections : The contractor shall furnish and install in the piping system where indicated on the plans at all pumps, chillers and air handling units a vibration absorber or eliminator. These devices shall be constructed with plain carbon steel flanges having elongated bolt holes as required and a multiply laminated bellows section, constructed of 321 high temper- ature stainless steel. Vibration absorbers, when installed, shall be protected against both end loading and torsional stresses. Flexible connections shall be as manufactured by Keflex Manufactur- ing Division of U.S. Flexible Metallic Tubing Company. 15-7 w 15-12. Gauges and Ther!1ameters : A. Thers►ometears shall be provided in the steam and chilled water circulatingclinesand condenser ocoling water piping and elsewhere as indicated on the drawings. Thermometers shall have graduations from 300 F. to 2440 F. on a 9" scale. Cane and frame shall be of reinforced steel Mrith corrosion resistant finish and a plate glass front. Thermometers shall be of the adjustable angle type union connections and shall be Moeller Series 90100. Where thermometers are inserted in insulated pipe lines or through insulated medal surfaces, extension necks shall be used as, required. S. Pressure gauges and pressure vacuum oau4es shall be furnished and installed on the suction and discharge connections of each piping unit, Pressure gauges shall be Type FMI/2-1079A Duragauge as manufactured by ManAi.ng, Maxwell and Moore, Inc. Compound pressure vacuum gauges shall -be furnished with 1/4" male N.P. T. with lever handle cock. Gauges shall be provided with standard graduations suitable for equipment on which they .are to be used. It is desirable to select a range of duations such that under normal operating conditions the indicator will approxi- mate the vertical position halfway across the scale. Pressure gauges may have bottom or back connections as required by location. 15-13. Duct Work: A. The drawipgs shall be inspected and if there exist conditions which would limit the guaranteeof air delivery or system porforname, , due notice in writing shall: be submitted to the Architect `of such conditions prior to starting fabrication. All duct work a►nd hoods shown on the drawings, specified or required for the air conditioning, ventilation and exhaust systems shall be constructed and erected in a first-class workman- like manner and this work shall be guaranteed against noise, chat- ter or vibration and free from pulsation under all conditions of operation. After *40 system is in operation, should these defects occur, they shall t be removed and replaced or reinforced as directed by the Owner. C. Where it is 9.Wespaxg that ducts be divided, due to pipes or other obstructions whish must pass through these ducts, the contractor skull, at locations as noted or directed, provide air stream deflectors in the ducts so that these obstructions will not interfere with the movement of air. Duct work at these deflectors shall be increased in size to maintain equivalent area around deflectors. 15-8 00,11 D. Where it is necessary to provide openings through the duct work for the insertion of test apparatus or as indicated, the contractor shall provide at each of these locations a screwed square head plug. Where these plugs are installed in duct work which is insulated, there shall be provided at each plug a metal ring against which the insulation shall be finished and in the ring there shall be provided a removable plug of approved insulation material. E. At&gdNSeMflxshall be constructed from copper bearing galvanized steel sheets. All edges and slips shall be hammered down so as to leave a smooth finished surface inside the ducts . All slips shall be a t least one gauge heavier than the duct material. All laps shall be in the direction of air flow. All supply duct turns shall be provided with double thickness turning vanes or blades, installedparallel to the air flow and securely fastened to the duct by riveting and of sufficient gauge to pre- vent rattle or vibration during operation of the system. Duct work shall be fabricated in accordance with Table 9, Chapter 12 of the 1963 Edition of the Heating, Refrigeration, Ventilating and Air Conditioning Guide. F. Access panels in duct work far all dampers, fire dampers and other accessories shall be installed for easy accessibility. G. Bracing angles and handers shall be of galvanized sheet steel and shall be installed in accordance with the Guide of 1963 with self-tapping sheet metal screws, but in no case shall hangers be on more than 36*1 centers for ducts over 18" and 48" for ducts 18" and smaller. H. S litters shall be provided at all take-off points to permit adjust tit of air volume from each trunk and outlet. Each splitter shall be provided with an accessible regulator of the lock quadrant type but regulators located in finished ceilings of the conditioned areas shall be Young Concealed Regulators, Model No. 315, complete with key model No. 6 , as manufactured by the Young Regulator Company of Cleveland, Ohio. Regulators mounted on the surface of the duct in accessible areas where it is not necessary to bring the control rod through the finished ceiling shall be Young Valcalox Regulator Model No. 401A, complete with key Model No. 4, as manufactured by the Young Regulator Company. Splitters shall be fabricated of material heavy engh sous not to flutter or vibrate in the air stream and shall be long and wide enough to completely close off the air to the branch. (Dampers shall be used " in exhaust and return ducts in place of the splitters described and shall be located as near as possible to the junction between the branch and the main duct. ) Dampers and splitters shall be securely 15-9 fastened so as not to come loose later and pass through fittings where the rod goes through the duct. Fittings shall be fastened to the duct by stove bolts or rivets . Sheet metal screws shall. not be used. The locking device on insulated ducts shall be placed on a bracket so that the set screws are on the surface of the insulation. Equipment regulators manufactured by Ventlok of Vent Fabric, Inc. , Chicago, Illinois, may be used in lieu of Young Regulators. I . All duct connections to the air conditioning units shall be flexible connections of Ventfab as manufactured by Vent Fabrics, Inc . , Chicago, Illinois . J. Fire dampers shall be as manufactured by Tropical Metal Products of Tampa, Florida, Model CVFD-16 , installed as per local code. 15-14. Diffuser, Registers and Grilles : A. Ceiling type air diffusers shall be furnished and installed in all locations as shown on the drawings. The units shall deliver the indicated volume of air over the entire area in which it is located without objectionable air motion and at a decibel rating not exceeding 40 decibels. The manufacturer shall guarantee noise level ratings of diffusers. All ceiling diffusers shall have built-in diffusing vanes and high induction jets with removable core assemoly, all aluminum construction with air volume control and damper. Color to match ceiling the or as directed by Architect. Design based on Agitair Model Type "RC" as shown on drawing sheet M-2 . Barber-Colman as equal . B. Return Air Registers : shall be heavy duty extruded aluminum linear bar floor type registers with rolled edge plaster frames. All registers shall have damper assemblies . Color to be selected by Architect . Design based on Agitair Model "LD-0-All. Barber-Colman as equal . C. Exhaust registers and grilles shall be of the size and type indicated on the drawings and of anodized aluminum construc- tion. Grilles and/or registers in finished areas shall be in- stalled with metal plaster -rings and shall be provided with sponge rubber gaskets. Exhaust registers and grilles specified herein shall be Agitair, all aluminum construction, Models as shown on drawings. Barber-Colman as equal. 15-15. Outside air intake shall be aluminum and as indicated on the drawings and shall be provided with birdscreens and manual dampers . Insect screen shall be provided on outside and bird- screen on inside, as manufactured by Titus, Model numbers as shown on drawings, Tropical Metal Products as equal . 15-10 15-16 . Insulation: A. General : No insulation is to be installed until the system has been checked and found to be free of all leaks. All surfaces shall be clean and dry before attempting to apply insula- tion. B. Boiler shall be factory insulated. C. Boiler Sl eec�hing_: The breeching and connections Ve to be insulated with hStdrous calcium silicate, Johns-Mary .11* 'Thermo- bestos, 21' thick. Insulating blocks shall be secured to breaching with #12 gauge stainless steel wire attached to anchors. Insula- tion shall be given two 1/2" coats of finishing cement, Johns Manville #352. The first coat shall be applied over galvanized hexagonal wire. The second coat shall be mixed 2:1 with Irtland cement. The finish coat is to be troweled smooth. D. All interior chilled water pining shall be insulated with double thick fiberglas dual temperature pipe insulation. Insulation shall be applied over clean surfaces with the pipe at approximately room temperature. Adjoining sections shall be butted firmly together and the longitudinal seam of the vapor barrier jacket shall be sealed with fiberglas Vaporseal adhesive. End joints shall be sealed with 4" factory finished vapor barrier strips applied with fiberglas Vaporseal adhesive at all flanges, valves and fittings and at intervals of not more than 20 f"t on continuous runs of pipe. ' All flanges, valves and fittings shall be insulated with mounded or fabricated insulation of a thickness equal to that of the insulation on the adjoining pipe, securely fastened in place and covered with a smooth layer of fiberglas Vaporseal adhotive approximately 1/2" thick when in direct contact with the pipe hangers shall be insulated separately and sealed to the pipe insulation. The insulation shall be applied upward along the vertical hanger rod to a point of not less than 12" from the adjacent pipe finish and sealed off. All insulation not otherwise finished shall be finished with factory furnished bands on the out- er layer of insulation. One band shall be applied over each edge of the joint and at the mid-section of each joint. All exposed piping in the equipment rooms shall be covered with a layer of rosin-sized paper and 9 oz. canvas neatly pasted and banded in place. E. All outside chilled water piping shall be insulated as above. Insulation shall be given tack coating of mastic into whd6h a glass cloth shall be imbedded overlapping all ends 311 minimum. A finish coat of mastic shall then 'he applied. Asphalt impregnated felt shall be secured over insulation by bands with end laps. Cover with a coat of asphaultum. 15-11 s F. All steam piping shall be insulated as in paragraph above except that insulation shall be one inch thick. In addition, all steam piping exposed to the elements shall have an additional weather-resista#4 finish of 55 lb. roofing felt sealed and secured in accordance with the manufacturer' s recommendations . 0. The chilled water expansion tank shall be insulated with a glass fiber insulation minimum density of 4.25% with integral asphalt kraft vapor barrier, J-M Spintex 413 VS, 11' thick. The insulation shall be secured with 18 gauge stainless steel wire or 1/2 x .015 S.S. bands on 12" centers. Where required, welded studs, clips or angles shall be provided as anchors for wires or bands. All insulated surfaces shall be finished with two 1/2" coats of J-M No. 352 finishing cement. First coat applied over hexagonal wire. Second coat mixed 2 :1 with Portland cement. 15-17. Steam Boiler : A. Boiler Capacity : The steam boiler shall be Cleaver Brooks Model CBH, Series CII 700, 10 hp designed for 15 psig steam. The maximum operating pressure will be 15 psig, and the minimum operating pregsure will be 5 prig. The boiler shall have 00,11 a maximum output of 24#5 Btu/hr. , or 70 horsepower when fired with mixedK-1gas 2445 Btu/cu. ft. Electrical power available will be 220 volt, 3 phase, 50 cycle and 115/1/60 for the control circuit. B. General Boiler Design: The steam boiler shall be a four pass horizontal firetube up-draft boiler with five (5) square feet of heating surface per rated boiler horsepower. It shall be moun- ted on a heavy steel frame with integral forced draft burner and burner controls. The complete packaged boiler shall be approved as a unit by Underwriters' Laboratories and shall bear the Under- writers' label . The steam boiler shall be completely preassembled and fire testld at the factory. The unit shall be ready for im- mediate mounting on floor or simple foundation and ready for attachment of water, steam, fuel, flowdown, electrical and vent connections. C. Boiler Shell : The boiler shell must be constructed in accordance with ASME Boiler Code and must receive authorized boiler inspection prior to shipment. A copy of the inspection report shall be furnished to the purchaser. 1. Two lifting eyes must be located on top of the boiler. OW 2. Front and rear doors on the boiler shall be hinged or davited. Doors are to be sealed with asbestos tadpole gaskets 15-12 and fastened tightly using heavy duty capscrews which thread into replaceable brass nuts. 3. Rear refactory and insulation shall be contained in the formed rear door which must swing open for inspection of brick work. 4. Front and rear tube sheets and all flues must be fully accessible for inspection or cleaning when the doors are swung open. The shell shall be furnished with adequate handholes to facilitate boiler inspection and cleaning. 5. The exhaust gas vent shall be located near the front of the boiler on the top center line. 6 . Observation ports for the inspection of flame conditions shall be provided at each end of the boiler . 7 . The boiler shall be equipped with a spring loaded relief door with an asbestos gasket seat. 8. The boiler insulation shall consist of a 2" fiber- Blas blanket under a sectional preformed sheet metal lagging. This insulation must be readily removable and reinstalled, if required. 9. The entire boiler, base frame and other components shall be factory-painted before shipment, using a hard-finish silicone enamel . D. Steam Boiler Trim : The following items shall be in- stalled on the boiler : 1. Water Column: The water column shall be located on the right-hand side of the boiler and shall be complete with trycocks, gauge glass set and gauge glass and water column blow- down valves. 2. Feedwater Pump Control (High Pressure Boilers ) : The boiler feedwater pump control shall be included as an integral part of the water column. It shall automatically actuate a motor driven feedwater pump to maintain the boiler water level within normal limits. 3. Low Water Cutoff: The low water cutoff shall be an integral part of the water column. It shall be wired in the burner control circuit to prevent burner operation if the boiler water falls below a safe level . A manual reset device shall be used on this control for high pressure boilers. 15-13 4. Miscell#neous: A steam pressure gauge shall be located at the front end of the boiler and shall include cook and test connection. Steam pressure controls (for regulation of bur- ner operation) shall be mountgd near the water column. Safety relief valves shall be of a type and size to comply with Code requirements. E. Forced Draft Blower : All air for combustion shall be supplied by a forced draft blower mounted in the front boiler door, above the burner, to eliminate vibration and reduce noise level. The impeller shall be cast aluminum, radial blade!, carefully balanced, and directly connected to the blower motor shaft. F. Burner and Piping: The burner shall be integral with the front head of the boiler and shall be the high radiant annular entry type approved for operation with natural , manufactured, or mixed gas. The burner shall operate on the High-Low-Off principle and must always return to the low fire position for ignition. The gas pilot shall be the premix type with automatic electric igni- tion. An electronic detector shall monitor the pilot so that the primary gas valve cannot open until the pilot flame has been established. Combustion air damper and butterfly gas valve shall be controlled by a damper motor which shall regulate the burning rate according to load demand. 1. Gas System: Gas burner piping on the unit shall include a prisiary gas shutoff valve of the diaphram type. It shall be controlled by the programming relay to start or stop the burner, and to close automatically in the event of power failure, flame failure, or a low water condition. An additional valve of the lubricated plug type shall be located ahead of the primary gas valve for manual shutoff. G. Burner Flame Failure Controller : The program relay shall control ignition, starting and stopping of the burner and provide both a pre-combustion purge and a post-combustion purge. It shall shut down the burner, in the event of ignition, pilot, or main flame failure. H. Control Eanel: The control panel shall be mounted on the front door of the boiler. It shall be a Nema IA enclosure, and shall be conveniently located for the operator. 1. The panel shall contain the electronic programming relay, blower motor starter, and control switches. 2. A manual-automatic switch shall be provided to permit continuous firing at the low fire or high fire rate when automatic firing is not desired. 15-14 fir► 3. All electrical equipment shall be in conformity with the Underwriters' Laboratories requirements. Oil, heat and moisture resistant wire must be used throughout. I . Efficiency Guarantee: The boiler must be guaranteed to operate at a minimum fuel to steam efficiency of 80 per cent . J . Shop Tests : The packaged boiler must receive factory tests to check the construction, controls and operation of the unit . All tests may be witnessed by the purchaser, if desired. K. Starting Service : After boiler installation is com- pleted, the manufacturer shall provide the services of a field representative for starting the unit and training the operator. This service shall not exceed two consecutive days. 15-18. Relief Valve: ASME safety relief type with sealed spring chamber and independent action test lever; bronze body, renewable bronze seat, silicone rubber disc ; rated for 150 psi wwp; Watts Regulator Co. Series 74-174 or approved equal . Capacity shall be not less than that required by the ASME Code. 15-19. Water pressureregulating valve shall be Bell and Gossett. 15-20. Chilled water expansion tanks shall be black steel designed and constructed in accordance with the ASME Code for Unfired Pressure Vesfels and of the capacity indicated on the drawings. !; 15-21 . Smoke pipes shall be constructed of iron or steel sheet not less than 10 gauge thick. 15-22 . Pumps : Furnish and install as shown on the plans centri- fugal pumps having capacity, head and horsepower characteristics as listed in the pump edule. Pumps herein specified shall be make and model and shown on drawings. 15-23. Power roof ventilators shall be Penn of Aluminum construc- tion and shall be equal to the size and capacity scheduled on the drawings. 15-24. Hood Exhaust and Supply Fans : Furnish and install on the roof where a indicated on the drawings, hood exhaust fans of the capacity and size scheduled. Fans shall be of the centrifugal type with aluminum housing, belt drive, weatherproof motor, multiblade wheels and maximum speed of 1725 RPM, Fans as herein specified shall be Penn. A. Furnish and install Penn exhaust fans in areas as indi- cated on the drawings with registers as required, and shall be 15-15 "' Agitair model numbers as shown on drawings ; or Titus as equal . B. Vibration Isolators : Rubber-in-shear is6lators shall be selected and sized for the individual unit and accessories by the unit manufacturer and as shown in tables published by the unit manufacturer. Durometer rating shall be as recommended by the rubber manufacturer for the loads indicated. C. Controls shall be furnished and mounted by the mechani- cal contractor. D. Motors shall be mounted on a hinged base for adjusting belt tension. Units shall be provided with open frame, 1800 RPM ball bearing motors. 15-25. Air Handling Units : The contractor shall furnish and in- stall, as shown on the plans, central station air conditioning unit of the type, size and capacity set forth in the following schedule. Unit shall be installed in a neat and workmanlike manner in strict accordance with the manufacturers recommendation. Central station air conditioning unit shall be factory built and factory tested products as manufactured by the Trane Company, or Carrier as equal. 15-26 . Unit Casing: A. Draw-Through Units : Casing shall be constructed of the best quality steel properly reinforced and braced for maximum rigidity with steel a►ngle framework as required. Casings shall be of sectionalized con$truction consisting of fan section, coil section and drain pan. B. Removable panels in fan and coil sections shall be furnished to provide access to all internal parts. One-piece arc welded drain pan shall be provided under the complete fan and coil section on horizontal units and under the complete coil section on vertical units. Drain pans shall have drain connections on both sides. 15-27. Centrifugal Fans : A. All fans and fan shafts in the central station air conditioning units shall be manufactured by the unit manufacturer. Fans shall be double width, double inlet, multiblade type. All fans shall be statiea►lly and dynamically balanced and tested after being installed in factory assembled fan sections. Fans shall be installed on properly sized one-piece hollow or solid shafts as designed and required by the unit manufacturer. Fan shafts shall not pass through their first critical speed as unit comes up to rated RPM. 15-16 B. All units shall have grease lubricated fan bearings mounted externally. 15-28. Unit Insulation : A. Draw-Through UnitPanoths: All unit panels shall be insulated with 1" blanket fiberglas type insulation securely fastened to panels with approved adhesive. B. Drain Pan: All drain pans shall be completely insulated with seamlesg, 1/211 cellular sprayed, foam-in-place insulation. 15-29. Steam Coils : A. All steam coils shall be enclosed in an insulated coil section. Coil bender and U-bends shall not be exposed. B. Medium capacity combination filter-mixing box shall be furnished with permanent high velocity type filters. Filter areas shall be such that filter velocity is in accordance with filter manufacturer ' s recommendation. Filters shall be accessible on both sides. Filters' shall fit snugly to prevent air bypass. C. Damper arrangement shall be of the parallel type and set for merging of air streams inside the box to insure proper mixing. Damper blades shall be locked to splined steel rods which shall rotate on rustproof nylon bushings . This combination box shall have necessary provisions for ceiling or floor mounting, Each box shall be equipped with duct connection flanges and necessary fastener holes. 15-30. Unit and Accessory Finish: Casings and all accessories with the exception of the coils described below shall be given a protective enamel paint finish. All metal parts, prior to final assembly of the units, shall be chemically cleaned, phosphatized, rinsed three times, hot air blast tunnel dried, automatically controlled pressure paint sprayed, and coated with baked enamel primer finisher. An additional coat of air-dried enamel shall be applied on all exterior surfaces after final assembly and before shipment. 15-31. Coils shall be a product of the unit manufacturer. They shall be the continuous aluminum plate fin and copper tube type. Fins ,shall have collars drawn and belled and shall be firmly bonded to the tubes by means of mechanical expansion of the tubes. No soldering or tinning shall be used in the bonding process. Coils shall have a galvanized steel casing no lighter than 16 gauge. Coils shall be mounted in the coil casing to be accessible 15-17 for service. Coils shall be removable from the unit without dis- mantling the entire unit . Dbsign based on Trane Equipment, Carrier as equal. 15-32. Refrigeration Machine: A. Contractor shall furnish and install, where shown on the plans, a Trane Recipfocating Cold Generator, Model GC. The unit shall have a capacity of 58.2 tons of refrigeration, cooling 156 gpm of water from 53. 1.° F. to 44.00 F. when supplied with 182 gpm of 85° F. condensing water. The condensing temperature shall be 950 F. Pressure drop shall not exceed 15.2 feet of water through the chiller and 9.7 feet of water through the condenser. B. The compressor shall be of the accessible hermetic reciprocating type with 1750 rpm, 220 volt, 60 cycle, 3 phase motor. ; The compressor shall start unloaded and shall have at least three motor. .,, The of capacity modulation. The compressor shall have forced feed lubrication utilising a positive feed reversible oil PUMP C. The unit shall be complete with compressor, condenser, insulated chiller, and part winding starter, and shall include ' dual pressure switch, differential oil pressure swifth, expansion valve, solenoid refrigerant valve, safety thermostat, temperature controller, pressure relief valve, charging valve, sight glass and liquid line strainer . The unit shall include a 220 volt control panel mounted and wired and shall be shipped complete from the factory. D. The unit shall include an automatic capacity control system operated electrically and shall be controlled by the return chilled water temperature to provide step unloading of the com- pressor and reduced motor input at partial loads. The controls shall be factory assembled in the control panel . E. Electric Control Systems : The automatic capacity con- trol system shall operate on a 220 volt, 60 cycle, single pahse power supply. The controls shall include safety thermostats, noncycling relays for pump down, termianl strip, temperature controller, and on-off hand switches. In response to variations in return chilled water temperature, the controls will act to load and unload the compressors. F. Contractor shall set the Cold Generator on a suitably reinforced concrete pad or directly on the floor if it is suffi- ciently strong to carry the weight of the machine. 15-18 1. Contractor shall furnish and install a chilled water circulating pump and pump motor starter. The contractor shall connect the Cold Generator to the chilled water and conden- ser water lines using flexible connections and shall include an expansion tank and pressure relief valve in the chilled water systom. 2 . The contractor shall mount the starter on a wall within sight of the Cold Generator and shall interconnect the starter to the Cold Generator control box as shown on the wiring diagram. 3. Carrier as equal . 15-33 . Cooling Tower : A. Furnish and install a factory-assembled cooling tower of counterflow blow-through design having the capacity to cool 182 GPM water from 950 F. to 850 F. with 790 F. wet bulb temperature. B. Tower oonstruction shall be heavy-duty steel frame with steel panels corrugated for strength. The finish shall consist of hot-dip galvanizing followed by a coat of zinc-chromatized aluminum paint for corrosion protection. C. Fans shall be located in the dry entering air stream for long life and shall be the centrifugal fan type for quiet opera- tion. Fans shall be set to operate against 0. 0" external static pressure. D. Drives shall be the V-belt type. Fan motors shall be 5 hp, 1750 rpm for 220 volt, 60 cycle, 3 pahse operation and shall be weatherproofed suitable for outdoor application. E. Wet deck surface shall be fireproof honeycomb material. F. The spray tree shall be donstructed of plastic pipe with closely spaced solid brass non-clog nozzles held in place by snap in rubber grommets . Spray pressure shall be approximately 5 psi. G. Eliminators shall be hot-dip galvanized steel having three breaks and hooked leaving edge. They shall be furnished in easily handled sections . H. Standard accessories provided shall be inlet screens having quick-disconnect fasteners, a metered bleed line built in to the tower, a perforated metal strainer with fiberglas screen covering, a brass make-up valve with large diameter plastic float ball arranged for easy adjustment . 15-19 * I. Tower capacity control shall be via modulating dampers located in the centrifugal fan discharge. J . A discharge plenum arranged for horizontal air discharge and complete with access door shall be furnished. K. Unit base dimensions shall not exceed approximately 6 ' -711. Operating weight shall not exceed 2875 lbs. L. The cooling tower shall be Baltimore Aircoil Model E-60. 15-34. Duct Insulation : A. All supply and return ductwork in the furred-down areas shall externally be insulated with 1-1/211 thick fiberglas similar and equal to Owens-Corning Fiberglas, Type IV (FRK) with reinforced foil vapor barrier, UL labeled, flame spread 25, smoke developed 50. Before application, the surfaces of the ducts shall be cleared free of grease and foreign matter and all surfaces completely day. The insulation shall be applied to the sides of ducts with fire resistant adhesive in 3" wide strips on roughly 12" centers. The end joints are closed with a 2" overlapping vapor barrier flap and a 2" joint flap is formed to cover thelongitudial joint . Adhe- sives shall be similar to Minnesota Mining Company #EC-1128. Lap shall be continuous on all four sides of ducts . Any breaks in the vapor seal shall be patched using the backing majerial herein- before specified, sealed with EC-1128 to insure a proper vapor seal . All joints shall be taped with glass fab. B. Supply air duct in the lower level over office area and up in kitchen .air from A.H.U. #1 shall be internally lived as specified on drawings. The lower level ducts shall be internally lined to furred down area only . Type IV (FRK) duct insulation shall be applied for balance of duct on lower level. . 15-35 . Electrical Work: The air conditioning and heating contrac- tor shall furnish and install all motors, starters, controls and switches necessary to the operation of all equipment furnished and shall furnish and install all r and con r in from the disconnect to the eauioment. Wiring and equipment shall conform to the requirements of the Electrical. Section of these specifica- tions and the National Electrical Code. Starter for the condens- ing unit shall be as indicated on the plans. 15-36 . Cleaning and Adjustments : Upon completion of work, the low contractor shall clean, oil and grease all fans, motors and other running equipment and apparatus which he installs and make certain all such apparatus and mechanisms are in proper working order and 15-20 ready for test. The steam system shall be filled with a solution of one pound of trisodium phosphate per 50 gal. of water and shall be operated for 24 hours at maximum temperature with all pumps operating. The system should then be drained and thoroughly flushed with water before refilling. 15-37. Instructions : The contractor shall, at the completion of the work, provide a competent and experienced man, thoroughly familiar with the work, for a period of 3 days to instruct the Owner in operation of equipment and control systems . A. The contractor shall furnish 3 complete sets of operat- ing instructions applying to each piece of equipment installed in conjunction with this contract. An "As installed" diagram of all control wiring and operating instructions shall be framed behind a glass and mounted on the wall of the equipment room. B. Provide engraved metal or plastic tags on valves, etc. , to facilitate explanation of operating instructions. 15-38. Acceptance: As a precedent to requesting a final inspec- tion, the contractor shall : A. Complete all work required under his division of the specifications. B. Balance all systems, furnishing typed data showing the final observed results after all adjustments have been made. C. Furnish the required operating instructions and wiring diagrams and mount one copy of each under glass in the equipment room. D. Acceptance will be made by the Architect on the basis of tests and inspection of the job. The contractor shall furnish the nece sary mechanics to operate the system, make necessary adjust- ment ,and assist with the final inspection. All fuel (LP gas ), water, electricity and other utilities, until final acceptance, shall be furnished by the contractor. 15-39. Guarantee and Service: In addition to the guarantee of equipment by the manufacturer of each piece of equipment specified herein, this contractor shall also guarantee such equipment and shall be held for a period of one year from final acceptance test to make good any defect of material or workmanship occurring dur- ing this project, without expense to the Owner. The contractor is to furnish service for one year from final acceptance of the con- tract for all portions of the system. Such service will include 15-21 lubrication, cleaning of filters, necessary adjustments and/or replacements of all defective equipment and materials furnished. Light bulb replacement guarantee shall be limited to JO days after final acceptance. Replacement of throw-away type filters shall be at the Owner' s expense. The air conditioning contractor shall replace any loss of refrigerant for a period of one year without cost to the Owner. 15-40. Record Drawings: The contractor shall dubmit neat and legible "As Built" reproducible tracings to the Architect wherever the work differs from that shown on the original drawings. 15-41 . Alternate Bid: See drawings Sheets M-lA, M-2A and M-3A. A. A separate bid is required for "Alternate Bid", as shown on drawings M-1A, M-2A and M-3A, Mechanical Work. Furnish and install as listed on drawings all equipment, materials and labor required for a complete job. B. Specifications for base bid also apply to alternate bid, with the exception of change in sizes of certain pieces of equip- ment vtd. as shown on alternate drawings. 15-22 SECTION 16 - MISCELLANEOUS METAL WORK & WEATHERSTRIPPING 16-01. General : Work under this section includes furnishing and erecting all steel work including columns, struts, beams, channels, brackets, plates, anchors, bolts, nuts, reinforcing steel to complete work as shown on drawings or as may be required for a complete job. 16-02 . Materials and Workmanship : A. Structural steel shall conform to Standard Specifications of ASTM for steel for Buildings, A9, latest edition. 1 B. Paint : Steel shall receive one shop coat and one field coat of an approved rust-inhibiting paint . C. Wire mesh shall be 6" x 6" 10/10 gauge welded wire fabric for slabs on grade. D. Reinforcing bars shall be new, clean , intermediate billet steel , free from rust and scale. E. Anchor bolts shall be 1/2" x 1011, set with malleable iron washers. All exterior bolts and washers exposed to the weather shall be double-dipped galvanized. F. All exterior angles which are exposed to the weather shall be galvanized. G. Architectural castings shall be similar and equal to those manufactured ,by J .G. Braun Co. , aluminum and as detailed on the drawings. H. Fireplace damper shall be "Donley Bros. " cast iron or approved equal . I . Weatherstripping: 1. Exterior Wood Doors : Sill member shall be made of extruded bronze, 4-172F x 5/811 2. Spring bronze type weatherstripping at jamb and head shall be flexible, flat spring bronze nailed 1" o.c. to jamb and opened up to tension so that it makes a continuous contact with door. Bottom of doors shall be rebated and equipped with flexible bronze hook to provide contact ,with lip of threshold. 16-1 SECTION 17 - GLASS, GLAZING & STORE FRONT METAL 17-01. Glass & Glazing: A. General : All glass, unless otherwise specified, shall be similar and equal to that manufactured by Pittsburgh Plate Glass Company, Blue Ridge Glass Corporation, or Mississippi Glass Company. Leave labels on glass until final clean-up. B. Glass type shall be 1/4" tempered Solar Gray glass, as manufactured by Pittsburgh Plate Glass Company or approved equal. C. Putty and glazing compound shall be especially designed for sash glazing. Pittsburgh product or approved equal . D. Setting: 1 . All glazing shall be performed by experienced glaziers and workmanship shall be the best. Glass shall be set without springing or forcing. Before commencing glazing, remove from glazing surfaces any material to which glazing compound will not adheie. Any work that is disturbed before putty has set shall be touched up before completion. 2. Wood Sash Doors : Glass shall be bedded in putty and held in place with stops of the same material as the door. 17-02 . Mirrors : All mirrors shall be of p©lished plate glass, mirror glazing quality, size shown, edges slightly beveled. Mount with silver rosettes in accordance with the manufacturer' s recom- mendations. Mirrors shall be equal to Pittsburgh. -17-03. Store Front Metal : A. Shop Drawings : Submit complete shop drawings for approval showing all fabrication and erection details, locations, qualities , hardware, and any other pertinent information required to determine compliance with the specifications. Shop drawings shall show accurate locations for the roughing-in of floor closer boxes and approved detailed dimensioned drawings shall be for- warded to the General Contractor for accurate layout of the floor closer installation. '' B. Entrance : The building entrance shall be fabricated from standard store front and doorway sections as detailed, as 17-1 00*1 manufactured by Pittsburgh Plate Glass Company or Kawneer . 1 . Doors and Side Lights : The Contractor shall furnish and install doors and matching fixed side lights as detailed. Doors shall be of the size shown on the drawings. Integral hardware shall be of aluminum finished as specified hereinafter. Fixed side lights shall be of the size shown and furnished with hardware to matchI -the doors . Each door shall be equipped with the following hardware: a. One pair of push plates conforming to design, size and type detailed. Furnish matching push plates for fixed side lights. b. Floor closers, desioned for the weight doors specified. C . Threshold and closer cover plate, as detailed . d. Dead lock minus cylinder . The installation of the doors and side lights' shall be in accor- dance with the manufacturer' s written directions and subject to the approval of the Architect . 2 . Door Frames : The Contractor shall furnish and install frames indicated on the drawings. Frames shall be style number shown on the drawings made of suitable aluminum alloy. C. Glass for all store front sash openings shall be tempered Solar Gray glass, rough textured on both sides, manufactured by Pittsburgh Plate Glass Company, or approved equal. 17-04. Cleaning and Replacing : All work of this section shall be thoroughly protected until the clean-up and final inspection of the work. When directed by the Architect, remove all protected coatings and devices on the exposed parts and thoroughly clean with a mild soap and water. All glass shall be cleaned and then polished with a soft absorbent cloth to prevent scratching. (Scratched glass will not be acceptable) . After the glass and store front type doors have been cleaned, they shall be barricaded and locked and all traffic to and from the building shall be through other entrances. The Contractor shall be responsible for final acceptance by the Owner . All cracked, broken or imperfect glass, and glass that cannot be cleaned properly, shall be removed and new glass installed. 17-2 SECTION 18 - ACOUSTICAL TILE 18-01. General : A. The installation shall be made by an approved acoustical contractor. B. Work required includes all labor, materials, equipment and service necessary to install thi acoustical tile or panels on ceilings of areas as indicated on the drawings and/or the schedule of room finishes. C. No work is to be started untilall glazing has been completed and all exterior openings closed in. All wet work, including cement, plastering, terrazzo, etc . shall be completed and dried o*t to the satisfaction of the acoustical contractor before work is started. Temporary or permanent heat shall be furnished by others to provide uniform temperatures of at least 600 before, during and after installation of acoustical tile. D. The acoustical contractor shall be responsible for the examination and acceptance of all surfaces and conditions affect- ing the (roper installation of his materials, and shall not proceed until all unsatis"story conditions have been corrected by others . 18-02. Materials : A. The acoustical material shall be Safetone Acoustiform Mat Faced 5 8"x24"x48", lay-in panels as manufactured by the Celotex Corporation. B. Suspension system materials shall include: 1 . Main T-runner and cross T-s lines fabricated of minimum .020" thick cold r ' led electro-galvanized steel double web section or equal . Main runners and cross T' s shall have a 1" exposed face. 2 . Hanger wire shall be fabricated of cold rolled electro-galvanized steel at least 12 gauge thick. 3. Edge moulding shall be a channel-shaped section fabricated of . 020" thick cold rolled electro-galvanized steel . 18-1 ,, 4. Hold-down clips are required by UL to prevent lifting of panels under unusual draft conditions. 18-036 'a Instal lation : A. Installation system shall be 1-hour time-rated assembly installed on exposed suspension system with penetrations. (Design No. 43-1 Hour ) . Direct hung from structure above. This contract shall include main T-runners 48" o.c . attached by wire hangers spoced 48" o.c. B. To complete a 2411x48" grid, 48" cross T-splines shall be installed 24" o .c . at right angles to the main T-runners. ... 18-2 SECTION 19 - ASPHALT PAVING 19-01 . Sub-Grade: A. The sub-grade shall be brought to a firm, unyielding surface by rolling the entire area to be paved. B. The sub-grade shall be stabilized and compacted with suitable equipment to a density of not less than 95% of the maximum density. C. Grades and lines are to be established by the Contractor according to required finished grades as approved by the Architect. 19-02 . Base and Surface Treatment : A. The base shall consist of limerock compacted to a total thickness of 4", Materials and placing shall be in accord with Florida State Road Department standard specifications. B. The wearing surface shall consist of 2" thick finish application of Type II Asphaltic-Concrete. Materials and placing shall be in accord with standard specifications. 19-03. Finish: Special precaution shall be observed to the end that an even and uniform distribution of bituminous material shall be obtained. Excessive deposits of bituminous material upon the road surface caused by stopping or starting of machine, by leakage or otherwise shall be immediately removed. low 19-1 r, SECTION 20 - DUMBWAITER 20-01. General: Furnish and erect complete electric Roto Waiter with c`ar 36"wide by 36" deep, capacity of 500 lbs. to travel a distance of 11 feet at a speed of approximately 50 feet per minute, serving two stops with 2 door openings. Equipment shall be as manufactured by Sedgwick Machine Works, 80 Eighth Avenue, New York City 11, or equal approved by Architect . 20-02 . Current : Available electric power shall be 220 volts , single phase,60 cycles. 20-03. Machine shall consist of single speed, high torque electric motor with completely enclosed gearing mounted on steel beams secured directly to steel guide rails. Electro-magnetic brake shall be spring set with adjustable tension, magnetically released and energized only when motor is running. Steel roller chain shall be hardened and ground, and shall run over steel sprockets with phosphor bronze bushings. Chain drive shall be Sedgwick endless type to prevent car over-travel from any cause. 20-04. Car shall be of stainless steel, reinforced substantially for heavy duty, and fitted with one removable shelf. Car shall be suspended by special extra-flexible steel hoisting cable running over machined sheaves revolving on ball bearings mounted on steel platform. Car shall be provided with suitable guide shoes. 20-05 . Counterweight, if required, shall equal weight of car and approximately 40% rated capacity, be rigidly constructed and provided with adjustable guide shoes. 20-06 . Guide rails shall be steel rigidly braced and secured together at intervals not exceeding 5 feet. 20-07. Control shall be fully automatic, permitting car to be called and dispatched from bath landing levels by momentary pres- sure on push buttons. Full magnetic type controller, shall be mounted in steel cabinet with hinged door located adjacent to machine. Landing switch and cams shall be provided to automati- cally stop car at both landing levels. 20-08. Overload safety and slack cable switch shall be provided in combination to prevent overloading of car beyond predetermined and adjustable point, and to shut off current if car is obstructed in its up or down movement . 20-1 O-OW 20-09. Hostway Doors : Furnish and set Sedgwick bi-parting double sta}nless steel asbestos-filled doors at each opening served by t*e dumbwaiter, complete with frames, vision panels and stainless steel sills. Sedgwick steel hinged access door and frame shall be furnished at location convenient for access to machine. Sedgwick steel hinged cleanout door and frame shall be furnished at bottom of hoistway. Doors shall bear 12 hour label of Underwriters ' Laboratories, Inc . 20-10. Door interlocks shall be provided for hoistway doors to prevent operation of Roto-Waiter unless doors are closed and to prevent opening of any door except when car is at the door. 20-11. Installation shall be by manufacturer, or by authorized local representative, or by local mechanics in accordance with manufacturer ' s directions. 20-12 . Work by others shall include supports for machine beams and guide rails, suitable hoistway enclosure; also electric power feeders to Roto-Waiter control, indluding manually operated fused line switch. 20-13. Car Equipment : A. Car Light : A suitable flush-type light fixture shall be provided in car, with trail cable for connection to light outlet provided by others in the hoistway. B. Car Door : A bi-parting stainless steel car door with electric contact shall be provided for each car entrance. 20-14. Signal System: Door open bell shall be furnished on the car to sound when an operating button is pressed while a door or gate is open. 20-15. All' Ooors and frames shall have all exposed surfaces of stainless steel . 20-2 CRESTA KT co 2 THE S E R NT � z Atla CoBeach, Flo -:90� d A_� This permit is issue with the specim,,, —� condition that all provisions of the StabA Hotel Laws and the Rules and Regu,latiooj thPrevinder will be romolied with. A�PROVE�BEA H CITY of p,TLANT BUILDINIC G OFFICE Da`.e.�.. ..�� SPECIFICATIONS of LABOR AND MATERIALS for THE SEA TURTLE RESTAURANT, Atlantic Beach, Florida Job No. 65-1 F Louis C. Holloway, Jr. A R C H I T E C T 315 llth Avenue, North Jacksonville Beach, Florida 32050 246-5150 I N D E X SPECIAL PROVISIONS & INSTRUCT10NIS TO BIDDERS BID PROPOSAL GENERAL CONDITIONS SECTION 1 - CLEARING, EXCAVATING AND GRADING SECTION 2 - CONCRETE AND PILINGS SECTION 3 - MASONRY SECTION 4 - CARPENTRY & MILLWORK SECTION 5 - CAULKING SECTION 6 - PRESTRESSED CONCRETE SECTION 7 - ROOFING SECTION 8 STUCCO SECTION 9 TILE WORK, WALL COATINGS & MARBLE SECTION 10 - DRYWALL SECTION 11 - SLIDING GLASS DOORS SECTION 12 - PLUMBING SECTION 13 - ELECTRICAL SECTION 14 - PAINTING SECTION 15 - HEATING, VENTILATING AND AIR CONDITIONING SECTION 16 MISCELIANEWS METAL WORK & WEATHERSTRIPPING SECTION 17 - GLASS, GLAZING & ST&E FRONT METAL SECTION 18 - ACOUSTICAL TILE SECTION 19 - ASPHALT PAVING SECTION 20 - DUMBWAITER SPECIAL PROVI&1 & INa LTCT19NS TO BI#DDER2 SP-01. Introtumt u _ A. order to be entitled to consid�era�►tto t, mike ;paKoposeaAls in ae orriaxrce' wf h the fallowing ipAtarudtiUmsr B, The n*r. reserves the right to reject or aocept any or all,bids fpd t ►ive aell formality therewith. SP-'02. D011,04ft ..of$ a; Deliver all bids sealed to the office of the Aafe: t, , {l 'lith Avenue, North,' Jao,�, ille Beach, Florida l not lahater --t : s P.M. C6ir 12 A. ...1he`Ceantraotoar shall effect WaiMai1 Compiltho ►eine Liasbility ns�tt Iaraince wrttb limit-* .f+�r bodily" ,a "%WY of 1 0004 00, each p*i*4i&,*nd $300090#00 each a id*ntfA*tomobi2ee.': tperty 1ama9e, l#wits of $5,,,000.00 each a+ Cicl+e t anIq $251,000.00 aggravate. B* Prior to the commencezmont sof any`work under this c antrsat the Contraetox shall futai.sh the Owner with s c�ertificate of insurazae, whiah pr©Vid** that the required insurance shrill not be terminat ,,,hr ratuaed sxceept upon writtew notioe thereof to the Owner. SP-04. t M . 'The Coan,trac for shall furnish a rarforok a and Paymarit �,.966d`>foz`tbe full Amount of the coadtar t pri'o, coveting. faithful-p*rfoaraiar4e :off the cont»aot and .thy p ►yau tt of all obli- gations * isin ' the `e der, in such form ase the Usurer , y. e►esr .be. �>: at d s3 l.l.';tie wri.then ;by ,a" r4,!y CORW&'sy ligeitse4 to tra►msa t v. i aaec *i thin_the State in Bch`'th*..Pr's6 *Ct io'. i steed o mag pec iv l`fa> this zond.°shall chid foal` by the, ' " Cantrac to, u " " SP-03. Doe'. a. �At*tUm. all drawings, spepifications aMskd 'other documents ars unmuttlated+ COUCKaion bl eff"M fir, z+r deliv*'xy ofM. oa�41 r ".ares s$ts of .., ilea ee ami.. i tiey�ns f. '1 be s'upplitd a "� bi.dd ung c®n`trac�toar r Al ar, r acid 004acifi ae►tI+s shall tee arefu;m*4 to the Architect t 'at of'o"On nv bi#*, A deposit of tee dolla�Ire 010.00) is r ui�r�id fear, tho sexpp23 ►*ts. SP-06. mak: Any *ddJM,,da issues "ri , th* time ,of bi.dding shall be inc luded iia t4 proposal food cohsidered pare Of a1w N AW contract resulting therefrom SP-07. RomLatio of Site; Bach bidder will be held responsible for having ixami, h p emiset and satisfied himself as to conditions tinder- ich he will be obligtd to operate in performing his Contract. SP-08. Divig4on ,of�Y2rk: The General Contraci includes: all work shown en drawings and in specifications listedinindex of these specifications. SP-09. Prssala: A. Pr"sals, to be entitled to consideration, must be made in accordance with the following instructions : 1. Proposals shall be made upon a proper form; numbers shall be stated both in writing and in, fi:+ res;• the Signature shall bsr in , long hand; and the completed form shall be without alteration or orassu►re 2. Proposals shall not contain any recapi,tu ation of the work to Ve done, no oral, telegraphic or telepM)nic proposals or modifications will be considered. B. The Owner does not obligate himself to accept the lowest or any other bid. SP-10. Use of Completion: The Contractor agrees to complete the building within 120calendar days after being awarded the Contract. SP-11. Salvage Material : All salvageable material shall become 1 I II�YI141� the property of the Owner where so requested. All mase"ry, con- crete and rubble wh ch would make suitable fill shall be deposited Mp the sea wall as directed, to .be used as gill . Salvageable material may be used in the job when approved by the Architect. All material not claimed by the Owner or used as fill shall be removed from the premises by the Contractor. SP-2 a BID PROPOSAL Dear Sir : Having carefully examined the Instructions to Bidders, the General Conditions and Specifications entitled THE SEA TURTLE RESTAURANT, Atlantic Beach, Florida. Job No. 65-1 and the drawings similarly entitled, as well as the premises and conditions affecting the work, the Contractor agrees to start the work within the ten (10) days after the execution of the contract . The Undersigned propos*4 to furnish all materials and labor, supervision, etc. called for in the plans and, specifications for the entire work, in accordance with the said documents for the sum of DOLLARS ( $ Deductive Alternates Deduct fool 1. Eliminate Dining Rooms #2 and 3, Areas B-10 and B-11, and revise lower level as shown on Sheets #A-2A, M-12A, M-13A, M-14A, P-15A, P-16A and E-21 : 2 . In Dining Rooms #2 and 3 delete all interior finishes: walls, ceilings, floors, etc . , and all mechanical work : plumbing, heating and air condition- ing: 3. Delete all redwood grills shown on west elevation: 4. Delete all asphalt paving (fill to remain in Base Bid) : 5. Delete all stone material (Labor and mortar material shall remain in Base Bid) : " 6 . Delete Air Conditioning system, Base Bid: ?. Delete Air Conditioning system, Alternate #l : CONTRACT'C?R s GENERAL CONDITIONS GC-01. General Conditions : The standard printed form of the General Conditions as approved by the American Institute of Archi- tects and hereinafter amended, are to be considered as forming a part of each and every division of these specifications and of any and all contracts let under these specifications. GC-02 . General Requirements : The General Contractor shall be held responsible for all work indicated on the drawings or specified herein, except items specified to be furnished and installed by the Owner under a separate contract. The Contractor shall care- fully plan and coordinate the work of all trades, and shall report in advance of actual installations, any conflicng condi- tions which may interfere with the work of the various trades. GC-03. Copies burnished : The Contractor will be furnished, free of charge, five (5 ) sets of drawings and specifications. The Contractor may obtain additional copies by paying the reproduction costs. GC-04. SAecifications: The Specifications are subdivided into sections for convenience only and are not intended to define the extent of each sub-contract. GC-05. : xade Names: Where trade or manufacturer ' s names are specified, items similar in quality, workmanship and design, by different manufacturers, may be used, provided the Architect' s approval is obtained before the item is ordered. The term "or equal" used hereinafter shall be defined as equal in the opinion of the Architect. GC-06 . Manufacturers' Directions: All manufactured articles, material and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned as directed by the manufac- turers unless herein specified to the contrary. GC-07. Cash Allowances : A. Cash'allowances specified hereinafter are intended to indicate the Contractor' s purchase price for the required items. Any variation between the cost allowances and the actual purchase price will require an adjustment in the contract price which will be made at the time of final payment. GC-1 !f B. The Contractor shall not Oxceed the specified allowances, without prior approval by the Architect or Owner. GC-08, Coopetration: The General Contractor, all other Contractors r.rr..+l�.rrr rrr� and all Sub-Contractors skull give their full cooperation to each other and shall coordinate their efforts tb' facilitate the general progress of the work. Each trade shall ai°f©srd all .other trades every reasonable opportunity for the installation of their work and for storage :of thein material. GC-09. LayiAS Out Work: The Contractor shall locate all general reference .points and shall take such action as is necessary to prevent th*$r destruction; he shall lay out his work and shall be responsible for all lines, elevation* and mes, grading, utilities and :other work executed by him urWer'"the contract. He must exercise proper precaution to verify figures shown on draw- ings ings before laying ,out work and will be held responsible for any error .resulting fru his failure to exercise: such precaution. CSG-10. caml-etionaWrrynrof Premises : The General Contractor shall rnr1Y !r\rl r �q lAlullr .Yr.rra w4pr�1! require that- eadh Sub-Contractor submitting a proposal for any portion of this work :shall examine the prgai,ses and satisfy him- self as to the existing conditions under wth he will be obliged to operate in performing his part of the w1ark, or that will in any manner affect the work under this contract. All proposals shall take into consideration all such conditions as may affect the work under this contract. GSC-11. Warranties and Guaragteos A. All work performed under this contract shall be warranted free from defect,iv* materials and workmanship for a period of one year from date a final acceptance of the Wilding. B. The Contractor further agrees that he will, at his own expense, repair and replace all such defective work, and all other work damaged thereby, which becomes defective during the warranty period. Jb$s applies to all work done either by the Contractor of by a Sub-F tractor. GC-12. F"ermi,ts and Regulations : The Contractor shall secure and .+lrnlMlr�'r•.r...r.w�r.r. ri+a pay for this building permit and all other lawful fees required by this work,- and shall pay for 01.1 damages to adjacent property, to public property, or to public,:"i li ties. GC-2 Y x y MLNG �rx t the ►tk 'unoer this * _,U4wv a4olude: all .clearing, ! Otling, gradin 9 *ad related itae s necessary to cc► ►t e:te .all x* sho*n an the die&w Ugio , mraas s wtol t the area aff ote4blr this work requiring - z ua lspa;, a rI oved by th* +"grantor. 'e,Clea�red matoriil a�thmT1 be n, J rom the pzeatoes by the; antraetoi. 1 11 othtr Ve-rify tree r+ bval with Own ern fpr. �ftil ,$hall be: cls, `froe from rcxots debris ,, +u c o q G a> taex ' i C shall be 4$,Atributod ire laYar'S of M►re thaw six- e {! '" thlek and shat a sight to finished grade. lees e 1 .:drawings . taah, IAwr 1 be vret- "daarn=.arid tharoatg�t y '` 'fid as to bs ►r t�ga►iij unyi'ol Wove s 414en it = ti 1-03. Soltl`'Tr tment f r T rm to Prez > a Soil under entire building, indjuding areas uhd*r floor''I"iUbi.,"I shall be treated with Benzene Hexachloride (2% Gamma 'Is" average shall be one pound per one hundred fifty (Ito sq'U&r* feet, with heavier applicition t ArOund pipet, etc. be made only by peromme3- 3 icen,sed by the State of Florida. 1-04. Demolition A. Protection of Existing Structures: Excavations likely to dislocate, misalign, alter, damage or impair the strength- of structures ;already in place shall be done>,oniy' after adequate protection has been `provided, for the existing structures. Any damage to structures due to the ContraCtert as failure to provide adequate protection during excavation shall be remedied by him in a; manner approved by the Architect, and at no additional cost to -.the Owner'., B. Removal of fixistin2 Structures, Pavingi DrivewaysEtc. : Remove existing 'structures including foupdati4n vAt lls and footings where called for . . the drawings. ' ft1st3nq 'Ariveways and walks shall be removed in areas of cons true t,ion and' *4,ere called for on drawings. : 1,1 °existing structures shall become the prnperty of the Contr actox And removed by him unless otherwise specified, i C. ? ps>xxry W411 : A temporary weatherproof Wall shall be constructed along, the east side of the existiiq frame bui'Iding at the line whore the deitolition work# .is tersair&Ated . The portion of the building that, remains will be ,kept iA 'tape-ration by the owner during the c-burse of construction.^ The Contractor -Vhall verify with the Owner any conditions that may arrise which would hamper the operation of his business, D. Alternate Demolition: The Contractor sh#l.l bid as an alternate'' the demoliti;p of the rear portion ate' the existing restauira:tt when the new building is complete And all equipment has been removed. from the ala building and installed in the "new. See bid alternates, x. a t 1-2 SECTION 2 - CONCRETfi PILINGS 2-01. General: This section includes all labor, material, equip- ment and services required for installing the concrete work shown on the drawings and called for in this specification. 2-02. Codes and -Specifications : This work shall conform to the x. .rrr. irrr+rrrrn�ir ......r. .r.�.r,w following codes and specifications : A. The Building Code of the City of Jacksonville, Florida. B. The American Concrete Institute Building Code, latest adoption, except as modified herein. C. Designated specifications of the American Society for Testing Materials (ASTM). 2-03. Definitions ©©f Concrete Classes : ■.iri-rl..r.�i A. Heavyweigbt Concrete shall mean concrete, including reinforcing, having an approximate weight of 150 pounds per cubic foot as blended from cement, fine aggregates, coarse aggregates 1, and water hereinafter defined. .' B. Lightweight concrete shall mean concrete having an approximate weight of 110 pounds per cubic foot as blended from cement, fine aggregate (minimum of 40% to 60% natural fines ), coarse aggregate 2, and water hereinafter defined. C. Prefixes : Prefixing heavyweight concrete or lightweight concrete thusly, 000 heavyweight concrete (abreviated 3000 HC), or 4500 lightweight eoncrete (abreviated 4500 LC) , shall indicate the 28 day compressive strength as determined by ASTM C39 method of test. 2-04. Materials : A. Cement: All cement, unless- otherwise noted, shall be Portland cement of an approved brand of domestic manufac* tre which shall meet ASTM 150 method of test, type 1-A for general ,- concrete eneral -concrete construction, or type 111-A for use when high-early ` strength is required. B. Fine Aggregate: Fine aggregates shall consist of natural sand, manufactufred sand, or a combination thereof which shall meet 2-1 AS1M C33 method of test, except sands° which produce s1 r*icy pavement surfaces shall not be used on walking surfaces. C. Coarse Aggregate 1 : Coarse aggregate 1 shall consist of r rr iYw.r �.nr� crushed stone, gravel or aircooled iron blast furnace slag, or a combination thereof, which shall meet ASTM C33 method of test. D. Coarse Aggregate 2: Coarse aggregate 2 shall consist of aggregate prepared by expanding calcining or watering products such as blast furnace slag, clay, diatomite, fly ash, shale or slate, and shall be composed predominately of lightwtigbt cellular and granular ma nic material which shall meet ASTM 0330 method of test. E. Wester used in mixing conerlte shall be clean and free from delatexious ;asmounts of acids, alkalis or organic materials. 2-05. Coacxgt*,,QM1ity, and Allowable Stresses : A. 1Er+ete Qualityt The allowable stresses for the design of this struetu=e are based on the specified minimum 28 day compressive strob9th of the concrete or on the specified minimum compressive strength at the earlier age at which the concrete may be expected to receive its full. load' The strengths of concrete, at specified ages for which all parts of the structure were do- signed -are shown an the plans. B. M*tbgd pf Determinin 5treaa th 'of Concrete: 1. The determination of the proportions of cement, aggregate aod water to attain the requi.r*d strengths shall be established-by tests which shall be made in advance of the begin- ning of operations, using the consistence* suitable for the- wsrk and in accordance With ASIM 0192 and ASTM C39. A curve represent- ing the relation between the water content and' the average 28 day compressive strength or earlier strength at which the 6oncrete is to receive its full working Load shall be established for a range of values including the compressive strengths called for on the plans. ` The water content for lightweight concrete, the wL&ter- cement ratio, shall mean the net water available for hydration of the cement after the "water grab" (absorption) of the *jIgragates is satisfied. The curve shall be established by at 1ea6t three points, each pe st representing average values from at Least four test specimen*. Tho amount of water used in the Concrete for the structure, as dek rm nod from the curve, shall correspond to a stieeugth which -is 15% greater than that called for on the plane. No substitution* shall be made in the materials used on thaw work without additional tests in accordance hereerith to show that the 2-1A the quality of the concrete is satisfactory. 2• Where the Contractor or his Sub-contractor has already established curves for the various concretes herein for, and identical cement, aggregates and water are to be called -these curves may be used. used, 3. For Heavyweight Concrete, the water-cement ratio shall not exceed 61 gallons per fag. 4• For Lightweight Concrete, the cement factor shall be not less than 6 bags (94 lbs. per bag) nor more than 8 bags cubic yard. g per C. Concrete Pro ortions and Consistency. 1• The proportions of aggregate for any concrete shall be such as to produceamixture which twill work readily into the corners and angles of the forms and around reinforcement with the method of placing but without permitting the materials to segragate or excess free water to collect on the surface. The combined aggregates shall be of such composition of ,,,, sizes that they separate on the No. 4 standard sieve, the weight Passing the sieve fine a g ( aggregate) shall be not less than 30% nor greater than 509 for Heavyweight Concrete, and not less than 45% nor greater than 659 for Lightweight Concrete. 2• The methods of measuring concrete materials shall be such that the proportions can be accurately controlled and easily checked at any time during the work . rather than volume. , preferably by weight concrete shall conform to ASTM Measurement materials for ready mixed D. Tests on Concrete.- 1. oncrete:1. During the progress of the work compression test specimens shall be made and cured in accordance with ASPM C31. Not less than three specimens shall be made for each test, nor les than one test for each 100 cubic s each nor less than one test for each strength in acgivenreteoclass. cSass eci_ mens shall be cured under ,fob conditions. Spi_ C39. 2. Specimens shall be tested in accordance with ASTM e`, 3. The standar age of test shall be 28 days, but 7 day tests for Type 1-A and 3 day tests for Type 111-A may be used provided that the relation between these earlier days and the 28 2-1B day strengths of the concrete is established by test for the materials and proportions used. 4. If the average strength of the test cylinders fall below the compressive strengths called for on the plans, the Engineer shall have the right to order changes necessary to bring the succeeding mixture up to strength, to secure test specimens per ASTM C42, to order load tests to be made on the portions of the structure so affected or to order all of the above. 2-06 . Forms : The forms shall conform to the shapes, lines and 4 2-IC i. dimensions Oh-own on the drawings. They shall be substantial to pkevent any Bulging or deflections and sufficiently tight to prevent leafage of mortar. They shall be adequately shored and braced in order to hold their shape and position and to insure the safety of the workmen. Forms for concrete which will be exposed after completion of the job shall be built of materials and in such manner as to produce a smooth and uniform surface, free from board wood grain and joint marks or other imperfections. If a portion ofban area must be rubbed to remove imperfections, the entire area must be rubbed sufficiently to obtain a uniform testure. Use only carborundum and water: for rubbing. 2-07. ReaeaVal of Forms: Forms shall be removed in such manner as to insure the complete safety of the structure. Where the struc- ture as a whale is supported on shores, the removable floor forms, beans and girder slides, column and similar vertical forms may be removed after 24 hours provided the concrete is sufficiently hard not to be injured thereby. In no case shall the supporting forms and shores be removed until the members have acquired sufficient strength to support their weight and tete load thereon. 2-08. Placing Rweinforcing; Before placing, all reinforcing steel �.. I YMI.YYYYj�.Y��Y.IMi.�YYYYi-a. IYYYi�� shall bs eleaned and _free from all loose scale, rust, oil and other foreign au►tte,r. The reinforcing shall be accurately fabricatled, placed and secured. It shall be supported by gaivan- ized metal °bolSters, and chairs and tied to provide the clearances and spacings ,called for, and to hold the reinforcing in place while the conte is poured. Unless otherwise shown on the drawings, all wall verticals and column, bwrs shall be lapped 24 diameters. All other splices shall be a by lapping the bars 3o diameters. At corners of walls, the rkside horizontal bars shall be spliced by corner bars which lap the bars 30 diameters. Wire mesh reinforcing shall be spliced by- lapping ot'. 2-49. Mi!ltns, Traxspvrting and Placing: No concrete shall be Yr.YIY placed which has been in the mixer more than 45 minutes after the water has been added. Ready-,mixed concrete may be used provided the mixing plant and transporting equipment have been approved by the Architect. . Water must not be added to ready-;nixed concrete until the mixer is at the place of deposit. The concrete must be mixed until there is a< thorough distribution of the materials and the mass is uniform in color and homogeneous. 2-2 The concrete shall be mixed, transported and placed by methods which permit rapid placing and which will prevent loss or separa- tion of materials. ' The concrete shall be worked into the forms and around the reinforcing by mechanical vibration and tamping. Before any concrete is placed, all standing water, debris, shavings and other extraneous matter shall be removed from the place to be occupied by the concrete. Suitable holes in the forms shall be provitded to facilitate this cleaning. All forms shall be thoroughly wet or oiled before concrete is placed. Excess oil must be wiped off to leave the forms just oily to the tough. In no case shall concrete be placed until all reinforcing has been placed and tied and inspected and approved by the Architect. The concrete for the slabs on steeltex shall be what is termed a dry mix and shall in no case be wet enough to drip through the paper backed mesh. The concrete shall not be placed until the joists are anchored and attached to the supports, .all bridging and atchors are in place and the steeltex stretched and secured to the joists. If buggies or barrows are used for distribution, plank runways shall be placed over the joists. The concrete shall not be dumped 'between the joists, but shall be dumped over the joists so as to prevent excessive sagging of the steeltex. 2-10. Sleeves, Inserts, Anchor Bolts, Other Imbedded Items : All sleeves, inserts, hangers,anchor bolts, dowels and nailing strips shall be accurately set, and firmly held in place while the concrete is deposited. Anchors and ties for masonry shall be provided as shown on the Architect' s drawings called for in the masonry specifications. Pipes, conduits and other items embedded in the concrete shall be so placed and held that they do not misplace the reinforcing or weaken the concrete at points of maximum stress or where the concrete section is not sufficient a6 ,* the reduction of area caused by the embedment. 2-11. Cuttingand Patching: Rough spots, stmaks, stains and hardened mortar or grout shall be removed by rubbing lightly with a fine abrasive stone. Ample water should be used and rubbing should be sufficient only to remove the streaks without working up a lather of mortar or changing the texture of the concrete. Honeycomb and other imperfections in the section and surface of the concrete shall be neatly and adequately filled and repaired. Wherever the imperfection cannot, in the opinion of the Architect, 2-3 pauapxvg lsuTv6v sl8xau00 Mau 6uTITsodap sxa;ag •paAax aq lsnm sIIeM UT sIuToC IaOT118A •axnjonxls age. 10 gl6uaxls agl xTvdmt lsgal 01 se os apvm puv paXeool aq, Zsnm Aagl inq 'aouexagaid s ,xo:: oviluoo aq: lTna of papT4oxd aq Zlvgs slutoC uoTlonxlsuo:) 'gvTs Oql 10 gldaP TTn3 eql `xaTIT9 zutoC snouTvmlTq PaPTnowaxd a anvq TTvgs sluToC uoTsruedxa TTv 's6uTMexp aqj uo uMogs or Ideoxg •y : sAsallol see pus s6uTMexp aui uo unAogs axagM papT4oxd aq Ilvgs sluToC uoTsuvdxg :s;uTof uo rl otnx suoo pcxt u©taus g 'ET-9 •uoTIvnela xooT1 UT z0oT1 •oda '81eTs 'aTgxsat 'aTT; oTu�vzao 'ozzvxxai x01 saOuvMolle xadoxd 0XVW •0la 'aTTI OTMV183 'oazvxxOZ a4T0081 01 axv JVgJ saov91ns jog gsTuT3 VTgZ 9PT401d -Alco gvTs agl duvl pins paaxoS :gastuTA gvTS u nog 'a •gstuT; dTls-uou 'auT3 a aonpoad of IVOT9 v q;TM 1040 au06 aq Tlvgs Aagl 6uTlaMoxl TvuT3 841 go naTT UT IV41 Ideoxe gstuTI otg;TTouoW jog paT;Toods ss pelaM011 puv paIVOT,t aq llvgs saovXjns Tvluoz -TION •sc6uTtexp eql uo patwoTpuT sadoTS pub sauTT aq:� ol paxxoM aq Ilvgs puv 'saov;zns pesodxs TTv uo ATTVOTRITlOMM PausTuT1 aq llvus sdals puv 9N-Evm alazouoo xo-rxa:txa :tISTuTd ZVOTS ' •sagsTmOTq moi; aa.z1 42TUTI a►suaP 'psvq a o; gsTutl 8101au00 ONITTauasz z a4vq OZ OATnPattas sxoaT T T Tv 10 aDVJ:Xns 0ql geTuznq 'TOKQIZ au:. 10pun 6uTs 01 Ono" pxVg uegM •910al8p =011 8011 '49TuT1 PagsTlod puv pxeq `glooms a aanp4xd of purr s0T3Txtln6axxT llv alVUT;ffTTe 01 AIJuaT oT11ns IaMozl puv lVOt1 uTe6b •gvls ORI Nox1 POPOaxOs OouvlTeT ;ou puv xnxom gsaxl glTM slods Mol TITd •Zvol1 poom puv Agjvp 6uTTTaaaj v MITI► J*OTJ •spxwoq ea" }xoddns of t(Ga#KXO pxgq uagM 4v"oTI Pine aovgzns anxl v of alaxouoo age peezoo s,,,xt OJJ ala,xouoa, 101 sTIVO alnpag36 gsTuT9 0ql axagM :gstuTA OT41TTOUOW 'S -P8ll Tarxad aq TTTM 6UT.lsnR ON *10a1 9T UT at,/T uegl axow lou o; SUOTIvIxen oovgins 8q4 :tTMTT Puv 'saovld PSl0TXlsax UT xa;xogs xo •66pa *OTVIIS 1oo1 9T v BIT& lsss •PSlV0TPuT sadoTs agZ 10 J001 xed u8/T 10 TTe1 a a4eq Ylegs haul X01 PalTeo ST 06VUTvxp axagm Zvgl ldaoxa 800*91ne TOAST puri *nil ol paXaoM aq TTvgs s a� 'y : eagsTUTA qvTS SISIou03 •ZT-Z =o3,0vx4 , sq4 Aq xo1 PTed. aq ITegs xxoM sTtU '300lTg0IV DRI Aq , P0400XTP se uoTlsanb UT Slaxouoo 810 aoeTdax xo aTedax of paxTnb -ax aq ITTA 1010VAIU00 agZ 'aaogv PagTx090p sueam Aq paxTvdax aq concrete at joints, the surface of the concrete shall be cleaned and roughened, all loose and weak concrete removed and the surface wet and slushed with cement grout. 2-14. Curing: Exposed surfaces of the concrete shall be kept moist for a period of seven days after placing. Concrete exposed to dir ct sunlight shall be thoroughly wet twice each day for seven aps. Curing by other means than specified above may be used, but the materials and methods must be approved by the Architect. 2-15. Dampproofing: Slabs on grade which occur within the building shall be poured over .006" thick (6/mil) , natural Visqueen poly ethelene film as manufactured by Visking Co. Before laying of sheet, sub-grade must be smoothed, eliminating any protrusions that may cause damage or rupturing of film. A 41 A. Use widest practical widths, lapping where required not less than b" with top lap placed in the direction of the spreading of the concrete. B. Lay reinforcing mesh directly over film prior to pouring concrete, taking necessary precautions to prevent film punctures. C. Carefully cut around all pipes and other interruptions of surface applying waterproof, pressure-sesitive tape, of type recommended by manufacturer, to ensure maximum barrier effective- ness. Holes in this film other than required shall necessitate removal and replacement of material. 1-16 . Pilings : .4, A. The piles shall be produced by the latest AASHO Standard Specifications. B. The piles shall be 14" square, prestressed concrete piles. C. The piles shall be driven to support 40 ton load with a minimum penetration below existing grade of 20 feet to insure stability for structure. D. Prior to driving any piles, the Contractor will be required to mark the pile in one foot increments for the full length. ! E. The estimated pile lengths given on the drawings are approximate only and represent the lengths required to secure pile tip elevations. 2-5 F. The Contractor shall drive the piles under the entrance support footing first to determine the length required for proper cut-off of piles for support beams for floor system. 2-6 SRCTION 3 Y 3-01. Gene A. M s r To be highest Bit ty an'd represvt t tivo ext*1vat *X*3.1. Lay out all wor)4�' cAr*I y and acsauzitt�el:y anc esglcey !tzo -class, exparione 9d .**Sobs. WAUA* of '44rt - F. cal, and hurls onta1 .. , n*s strai4ht a d P1wm►, and great allot plumb, tom: elate d #tmttt . Priaz to Ordering$ submit duglioste saw0es fuer appr��+al° �► szat�r+�,, t**ture, color and gwality c+t all typos 'a masonry, vui tai. ;. A- C. M�� n-MW rk: Coordina'te sa000ry work with oOor tradas tca ago . , +sttt bit and patching, ta i �t bui -ire i t this aid ,etl!*r' diad" as the w�"kprooxe�sttes. $at fUsshi�t#s, ` loose litatltl$ lI r Z i {a .. ' ry( S � door*$ i� Mx'ti hardware,," Si�+i�4i .,�1©t3�C�ia�, inserts a . si jarar it0160 $xi feeds 'Qf **r til].' �►13.y��y d toras* .ey/� lea e 2 Handle +� -0 -* t� ,F, 4, �Fi�`3, Y st t�V i11+ ��'- � t "'�''6 p 40 t _ ' Y�YI . ate; epei �t :;' r rangSteto". 'ie a and'-'metal grbods tal•f "mar. F and in vaterptoof sheds. • i i tId Wallet ".4" cs t+s . M11a 3 s. . :h A'he k lode s all b'Ie it et! wi#h sort as : e w 'zy istla d* ; f .. A� t t:e�acr+et4 black to beiers�3 +an�r of 00 ai hoF i;;; 04 iy, erica l` .Coni��l,'116tiQ l ER t tttb. i< ' 1it, of doliv.010Vd at base f let ' ha 1 not *ed 3 #;;11 � t ► 5 1` D ! e � d 14e it at^"i 11 ►we tm;e px'iV .Xclge c� le-1,60 0 g -b 3 ks CO2 the J! ai ►rog�c`esa. at, the elk► and K'v4>Centraotor shall ssr ! tlte0 *elected Ime to an approved' a Yatozy for gest of40LBAUS41,cnntf�lt and strength° 41ocks art do of noot thus* z*quiremci�kt# t .b c6uatod as o ale of the oft-Ltct -to be trst*d. Conoxet*'bIgcki be 6ivi lar , and eE}"i to the "Solite 1319Wk" car a r" �`P ia►1. ; OdintsrActcz *hall pAy for all t6sta. �.. H to n s Stack blocks with cells horigontal to p+dsult 3-1 r free ventilation. Store block inside a covered building, or, if outside, erect a temporary wood or steel framed shelter. C. Size,: Concrete block shall have face of 8" x 16" thickness as shown on drawings. 3-03. Mortar Materials : A. Portland Cement: ASTM C-150, type 1. B. Slag Cement : ASTM C-358; may be substituted for gray Portland cement. C. Lime: ASTM C-207, type S. D. Mortar Mix: Lehigh, Magnolia (MMM) or Florida Masonry. E. Sand: ASTM C-144; natural sand. F. Water : Same as specified for conerae. 3-04. Mortar Types: L part gray Portland cement to l part type "S" lime or lime putty to 6 parts sand by volume; or, 1 part masonry cement to 3 parts sand by volume may be used. This mortar to have a miminum compressive strength of 750 pounds per square inch at 28 days. 3-05. Mixin5i Mortar : Use a mechanical mixer unless otherwise directed. Mix for a minimum period of 3 minutes, using the lesst amount of water consistent with satisfactory workability. Do not retemper. Do not use mortar that has been mined more than 1 hour. 3-06 . Precautions: Do not lay masonry in freezing weather unless suitable meant are provided to heat materials. Protect work from cold and frost and insure that mortar will harden without freez- ing. No anti-froeae ingredient shall be used. Protect facing matpr,ial against staining, and keep top of walls covered with non'-Iftaining waterproof coverings when work is not in progress. When work is resulted, clean loose mortar from top surfaces; in drying weather, thoroughly wet. 3-07. Laying Concrete Block: A. Lay mortar on face shells only. 00* B. Lay concrete block units dry, or lightly spray just prior to laying. 3-2 C. Make vertical joint$ break at- mid-paint of the units above and below. D. Bond each course at corners and ifttersections; bond brick work with ties or anchors specifiedhersinafter. E. Unless otherwise indicated, extend masonry walls -upward to the underside of slabs, joi tss and b�taus11 Dredge tight and weal with a mortar joint. 3-08. Anchoral f*X Magaery A. Ancbors for Solid Walls: Bond the two wythes together with corrugated galvanized masonry anchor*, siae 18 gauge by 7/8" wide by 7" long; space ties same as specified above `for cavity Walls. B. ail hors and Slotst Slate shall be 26 gauge, galvanized steel, csxdboardl filled; anchors shall be 3/16" by 1.,1/4N by S',* gai.staaized steel. -Install ahchors not over 16" apart vert ally wit re walls or partitions arbut vertical con- crete-- 4ur1a*ess, and not over lb" apart vetrtically and 24" apart horiseohtal,4 -mere masonry facing A* installed over 'vertica►1 concrete to rfacees such as-aAoandree1 beams,, etc. C. Aaac rs r Abutting,Par �iti. "s Use Interlocking ma ©nry bond are practical; otherwise 3,4, 11b'. flat expanded ga vaniaed plasterer,s lath, 3" wide by 166 lopg; space 16" o.c. vertically. 3-09. We. H' lea, in Cav n Walls: Provide above all shelf angles, lintels, la ins too or through wall flashing and elsewhere as indicated. Space 32" o.c. Form by placing a double-strand of sash cord in the respective vertical joint and' reiftoving- the card after the mortar has set. 3-10. Grout; Sane mixture as specified for mortar. Fill bottom* of all' cavatio s..at basso of the building; ** sheer;, Grout all metal door faaaeas solid where they cur' in masonry. Grout all cells and a or**' where ties and anchors occur. 3-11. Lath for spanning cavities shall be 3.4 lb. plasterer's lath, galvanixod. 3-12. Pointings Inspect all mosoury carefully and point-up to fill nail bolsi t Icrevices, and other incomplote!ly filled joints. 3-3 i 3-13. Stone shall be similar and equal to that produced by Shands & Baker, Inc. Stone shall be 6" to 1211 in diameter and shall be laid with a two-finger joint. Stone shall be bonded to walls withh metal ties 16" vertically and 24" horizontally. 3-14. Face trick shall be standard size brick. Contractor shall allow 70.00 per thousand. brick. 3-15. Fire brick shall conform to standard spgcifications of ASTM C-133 latest edition. Brick shall be laid flat with manufacturer' s trade mark concealed. Fire brick mortar shall be fire clay. j a 3_4 SECTION 4 - CARPENTRY & MILLWORK 4-01. General : A. Applicable provisions of "General Conditions" govern work under this Division, B. Contractor is referred to Article 20, General Conditions, pertaining to Contractor' s responsibility to remedy defects that occur within one year from date of final payment or date of Owner ' s substantial usage or occupancy of the project. C. Work Included : Furnish labor and materials to complete carpentry work indicated, as specified herein, or both. Furnish three (3 ) sets of shop drawings on all millwork items to Architect for approval before Yabrica►tion. 4-02. Materials : A. All structural lumber shall be trademarked and shall bear a mark of mill identification. B. Lumber for various sees shall be species and grade listed below for purpose indicated. Woodwork shall be selected for uniformity of color. Use Specie Grade All fra*ing lumber Yellow Pine or No. 2 Common or "` Douglas Fir Construction Furring, Grounds, Bucks Yellow Pine Far. Tr. No. 2 Common Blocking & Plates Ext. Door Frames Redwood Clear Heart Int. Door Frames Ponderosa PLne B & Better Clear Int. Trim, Stop, Ponderosa Pine unless B & Better Clear - Mouldings, Etc . otherwise specified Shelving Spruce D & Better Glued Int. Plywood Paneling 1/4" Plywood Int. DFPA A-C Window Frames Redwood Clear Heart 4-1 4-03. Materials Other than Lumber: A. Nails shall be galvanized and double-dipped for all locations.- � B. Lag scre shall be galvanized. Include lead shields where indicated and/or required. C. Wood screws shall be brass. D. Wood preservative shall be Wolmanized toxic preservative and "Woodlife'l as specified herein. 4-04. Workmanship: A. Execute rough carpentry in best workmanlike, substantial manner, as approved. B. Where factory finish is specified, division of process in separating the manufacturing and finishing of the material is not permitted. Same individual , firm or corporation is required to manufacture completely and finish cabinet work. C. Mill�tork shall be accurately milled to details with clean cut mouldings, profiles and lines. Plane, sand smooth, mortise, tenon, spline, house join block, nail screw or bolt together as indicated or directed in manner to allow free play of panels, avoid swelling, shrinkage and insure work remaining in place without warping, splitting or opening of joints. D. Settings Secure work to grounds or otherwise fasten in position to hold correct surfaces, lines and levels. Make finished work flat, plumb and true. 4-05. Anchors: Install anchors where required to anchor carpentry to masonrry► © concrete. 4-06. Frame mi; Frame, fit closely, s+prt framing accurately to required line and levels. Secure rigidly in place. Provide special framing or construction not indicated or specified, as required, to complete work in best workmanlike manner. Do nailing and spiking in thorough manner using nails of ample size. Use spikes larger than 20d where practicable, Unless otherwise re- quired, nailing, shall be as per "Technique of House Nailing" HHFA. 4-07. Grounds A. Furnish dressed wood grounds or blocking for securing shelving, wood trim, including cabinets, cupboards, casings, bases e 4-2 and wherever else required. Furnish pressure-treated wood nailers at flashing situatiods as indicated. B. Set ground rigidly and in perfect alignment. True up with long straight edge. Grounds shall be 1-1/2" wide of thick- ness as detailed. 4-08. Furring: A. Install 1" x 2" strips, 16" apart, vertically on inter- ior surfaces of all exterior walls that are to receive drywall and where otherwise indicated and/or specified. Secure to masonry or concrete walls with steel-cub nails. Install on all walls to re- ceive wood paneling, as required by finished material. Install after waterproofing application by others. B. Provide strips around openings, angles, corners or other similar conditions. Erect plumb and rigid using wood shims wherever necessary. Make furring face form true, even plane for finish material. 4-09. Exterior Finish: Exterior finish shall be milled from speci- fied materials and finished erect as per indicated details. Ma- chine sand exposed surfaces of finish woodwork to make ready to receive paint or other finish. . Blind nail where possible. Where face nailing is used, set face nails for putty stopping. Door trim and exterior trim and millwork shall be in long lengths with joints staggered and concealed or located in unobjectionable locations . Construct exterior millwork so that water cannot pass through joints. Miter at corners. Shoulder intersections of flat work. 1. Wood grilles shall be of redwood as manufactured by Federal Millworks or approved equal. See drawings for details. 2. Wood railing shall be of redwood. See drawings for details. 4-10. Wood Door Frames : A. Materials : 1 . Interior door frames shall be 3/4" thick, full width of finished wall or partition with applied stop, as detailed. 2 . Exterior door frames shall be stock design, 1-1/2" thick, with rebated stops and no thresholds. Frames shall be redwood, preservative-treated, back primed before setting. 4-3 ,, B. Set frames plumb and square. Secure with finishing nails. Drive double wedge bloi tking back of jambs at nailing points, at back of butts and at lock strike. Double rebate frames in masonry where no bucks are indicated or required from 2" x 6" solid stock. Provide 3 anchors on each jamb. 4-11. Wood Doors : A. Doors shall be of indicated sizes, thickness , design of specified species . All doors shall be hung with snug fit with minimum clearance at floor finish unless otherwise noted. B. Solid Core flush doors shall be 1-3/4" thick, solid core, 5-ply, with face veneers bonded to both faces. Cross bands shall be thoroughly kiln dried hardwood, 1/10" thick, extending full width of door. Face veneers shall be standard thickness ( 1/2811 ) paint grade, unselected Gum. Doors shall meet or exceed CS-171-58 with minimum 1 hour fire rating. C,` + Hollow core flush doors shall be 1-3/8" thick, hollow core, 7-ply, with 3-ply face panels bonded each face of core. Total thickness of each face panel shall be 1/8" before sanding. Face veneers shall be paint grade, unselected Gum. Doors shall meet or exceed GS-171-58 . D. Louvered doors shall be 1-3/4" or 1-3/8" thick, as indicated, with solid rails . Stiles shall be routed out to recebve lover ola:ts. Slats shall be 5/16" minimum thickness with rounded edges and 1-1/2" maximum width. Wood shall be White or Ponderosa Pine. 4-12. Shelves: Make shelves of 3/4" thick material . Provide eachh closet with shelves supported against wall with continuous 3/4" x 3-5/81' clear Spruce ledger strip. Install metal hanger rods in closets where indicated with end supports as shown. Where length of closet shelf or rod is 5' -0" long or longer , install enameled steel rod and shelf support, McKinney No. 1926GP to solid backing strips . 4-13. Interior Finish: No interior finish woodwork shall be delivered to the building or set in place before drywall and/or masonry work is thoroughly dry. A. Paneling`: Contractor shall allow $7. 00 a sheet for paneling. 4-4 4-14. Treatment Other than Pressure Treatment: A. All surfaces of all millwork, including doors, door frames, trim, etc . , shall be treated at the mill with a brush application of "Woodlife" preservative applied in strict accor- dance with manufacturer ' s printed instructions. Such treatment shall be included as part of the work under this Section. Exter- ior wood doors shall be dipped a minimum of three minutes in Woodlife. B. All surfaces of job-cut items shall be treated at the job site with application of Woodlife preservative. Site applica- tion will be by the Painting Contractor . 4-15. Cabinet Work : A. Include all cabinets, vanities and other miscellaneous counter, cabinet and vanity work. Cabinet work shall be complete in all vespects, including all filler pieces, scribe pieces, mouldings, laminated plastic tops with all necessary cut-outs and other items as may be required for a thorough completion of the work. A-B B. Counter tops shall be 3/4" EXT-.DTPA/plywood laminated on tops and exposed edges with Formica, Consoweld or Testolite laminated plastic, set with adhesive recomme6ded by the plastic manufacturer in complete accordance with his instructions. Colors and patterns of laminated plastic shall be as selected by the Architect. Include full height back-splashes where indicated. Front edges shall be width indicated and in no case less than 411. No metal moulds shall be used. 4-16. Windows : Fixed wood window frames and stops shall be of the size and type shown on the drawings. All wood frames and stops shall be of Clear Heart Cypress or Redwood. Submit shop drawings. 4-17. Toilet partitions shall be similar and equal to Formica. A. 1c02e of Work: The work specified under this Section shall include furnishing of all labor, materials and equipment necessary to fabricate and/or install laminated plastic surfaced toilet compartments of floor mounted, overhead braced type. All partitions shall be flush panel construction. Compartment acces- sories shall be furnished by others. B. Materials : 1. Surfacing: The surfacing material, all faces and edges, shall be- 1/1611 general purpose laminated plastic, all available 4-5 finishes, color as selected.AffEdge laminate shall be applied first. S. Cores: The core material shall be particle board such as Supercore lakvboard or equal, as manufactured by Formica Corporation or an approved close-grained hardwood-faced plywood, not less than 5-ply and gnraded not less, than B-B. Pilaster core shall be 1-1/8" thick. Partition panel and door core shall be 3/4" thick. 3. Adhesive : The adhesive for vl eering laminated plastic to the core shall be Formica brand URAC 185 adh*stve or approved equal. x 4. Seiler : All wood cre surfaces exposed by machining for hardware attachment shall be sealed with a dark brown, deep penetrating oil and resin sealer, as approved by manufacturer. 5. Hardware shall be Formica hardware or approved equal installed as s-- recommended by the manufacturer. ' C. General Conditions : All work shall be accomplished using approved labor, material and equipment and the workmanship shall conform to the manufacturers established standard practices, conditions, procedures and recommendations. r 4-18. Portable Partitions : A. General : The portable partitions shown on the plans shall be pneumatic all operated Series 300 Air Wall Partitions as manufactured by the Hupp Corporation Air Wall Division, Paramount, California or approved *4W , B. Dimensions : The interchangeable filler panels shall be 1-5/8" thick, 47-1/21, wide and 1-1/2" less than finished ceiling height when Air Wall is deflated. C. Finish shall be PG-15 American Walnut. D. Installation : The Air Wall Pneumatic Partitions consist- ing of standard operating equipment and optional equipment, as specified, shall be furnished and installed complete by Air Wall Division of Hupp Corporation. 4-6 3. Adhesive: The adhesive for veneeringlaminated Plastic to the core shall be Formica brand URAL 185adhesiveor albproved equal. 4. Sealer : All wood core surfaces exposed by Machin- ing for hardware attachient shall be sealed with a dark brown synthetic resin sealer or a dark brown, deep-penetrating oil and resin sealer, as approved by manufacturer. 5. Hardware shall be Formica hardware or approved equal installed as recommended by the manufacturer. C. General Conditions : All work shall be accomplished using approved labor, material and equipment and the workmanship shall conform to the manufacturer' s established standard practices, conditions, procedures and recommendations. 4-7 f SECTION 5 - CAULKING 5-01 . General : Contractor shall provide all items, articles, materials, operations or methods listed, mentioned herein, sched- uled on the drawings or both, incluAing all labor, materials , equipment and incidentals necessary and required for their comple- tion. 5-02. Work Included : A. Furnish labor and materials to complete caulking indica- ted, specified herein, or both, including, but not limited to : 1. Exterior Caulking : Clean out joints and caulk between frames and masonry. Caulk exterior door frames . 2 . Interior Caulking: a. Caulk joint between tile work and back of vanity tops. Caulking shall be Kwik-Seal 'hub and Tile Sealing Compound as manufactured by DAP, Inc . , Dayton, Ohio, and shall be applied in accordance with the manufacturer' s printed instructions. b. Other interior caulking work indicated and/or required. B. Preparatory work, application and joint treatment as specified herein, shall apply to other Divisions of this Specifica- tion which include caulking as part of the work under these Divisions. 5-03. Materials : A. Primer : As recommended by Caulking Manufacturer. Apply in strict accordance with manufacturer' s application instructions . B. Caulking: Strucsureseal by Presstite, Synthacaulk by Pecora, Thiolastic S-70 or equal Polysulfive (Thiokol L. P. ) . Sealant approved by the Architect . C. Filling Compound: Vin-Lox CWC vinyl polymer emulsion sealant, as manufactured by Vin-Lox Corp. , Miami , Fla. , or equal approved by the Architect . 5-1 5-04. Preparatory Works A. Preparatory work shall, in all cases, be in accordance with manufacturer ' s printed instructions, in addition to the follow- ing items. B. Where wood or metal trim does not form integral part of frame, but is removable, remove same and caulk joint. Caulk between solid frame and masonry or abutting construction. Clean joints to be caulked free of mortar, and other foreign materials. C. For Points to be caulked adjacent to masonry, rake out mortar at least 1/211 deep from finished surfaces. Leave joints clean. Where crevice is too deep or wide to apply caulking compound, pack with Vin-Lox caulking compound to within 1/2" of finished surface (3/4" at expansion joints). Finish joint with application of Thiokol Sealant. 5-05. Application.- A. Application shall in all cases be in accordance with manufacturer's printed instructions, in addition to the followingt. items, B. Prime with brush that will reach all parts of joints to be filled with caulking. Apply caulking with hand or air grin. Prime all surfaces to receive caulking, except metal or glas*. C. Use gun nozzles of proper sizes to fit joints. Drive material in s sufficient pressure to fill joints. D. Where exterior frames', etc. , are to be installed flash against concrete or masonry, butter caulk back surface into place. Allow approxi.mattly 1/2" at front (exterior) edge free of butter caulking in order to provide caulking "slot" for Thiokol face caulking. Apply face caulking as specified. Z. Aluminum Thresholds at Exterior Doors Spread caulking bed over entire seat of saddles or sills ;t least 1/2" thick. Set saddle or sill on same. Remove excess material. Neatly pont joints, as specified. F. In' ca►ulking' around openings in masonry include entire perimeter of each opening. 0011 5-06 . Joi*,t Treatment A. Neatly point finish of caulking joints. Bring caulking 5-2 flush with finish surface. Remove excess material. B. Newly point finish of caulking joints in internal corners with caving tool. Remove excess material. OW 5.,3 SECTION 6 PRESTRESSED CONCRETE 6-01. Scope of Work : A. General : Furnish all plant , labor, equipment and materials and perform all operations in connection with the manufacture and installation of all precast and pretensioned bonded prestressed concrete, complete, in strict accordance with these specifications and the applicable drawings and subject to the terms and conditions of the contract. B. Work Included : 1. Floor system of pre-tensioned, bonded, prestressed concrete double tee elements . 2 . Roof system of pre-tensioned, bonded, prestressed concrete double tee elements. 3. Installation of double tee floor and roof systems including the necessary welding at weld plates and the removal of lifting hooks. 6-02. Materials : A. General : All structural elements shall be those manu- factured by Capitol Concrete Co. and shall be of the size, shape and module indicated on the drawings and where so indicated shall be of pre-tensioned, bonded, prestressed concrete. B. Applicable Specifications : All concrete, prestressing steel , reinforcing steel and the design and construction of elements shall conform to the "Tentative Recommendations for Pre- stressed Concrete" by A.C. I . -A.S.C. E. Joint Committee 323. C. Formed Surfaces : Steel forms shall be required for all standard sections in order to insure a uniform formed finish. Special elements such as beams and columns may be cast in wood forms but all exposed surfaces shall be troweled to a finish acceptable to the Architect. Imperfections in the form of convex teats, burrs and knobs caused by holes, cracks, dents or open joints in the forms shall be corrected by grinding where appear- ance is a factor. Pocks or voids caused by lack of proper densi- fication of concrete to the form surface and air, water or form oil pockets shall not exceed 3/8" in diameter and 3/16" in depth and shall not occur in such concentrations as to detract from the appearance of the element. Honeycombs caused by leakage or by 6-1 insufficient or improper vibration shall be cause for rejection of any section. Outside corners and inside corners formed by two intersecting surfaces shall be formed by a radius. Any chips, cracks, spalls or other damage to formed surfaces shall be cause for rejection of the section but if the damage is of such a nature as not to reduce the load bearing capacity, it may be patched, or it may used in locations there appearance is not a factor , all at the discretion of the Architect. 6-03. Shop Drawings: The manufacturer shall furnish and submit to the Architect for approval , complete shop details of all precast and prestressed work and shall not proceed with fabr*cation of same prior, to securing such approval. 6-04. Erection: All elements shall be erected and installed in strict accordance with the manufacturer' s drawings, specifications and installation instructions. Elements shall be accurately placed and shall be adjusted for proper alignment and elevation prior to being permanently secured together . a 6-2 SECTION 7 - ROOFING A 7-01 . ScScopet This contractor shall furnish all labor and mater- ials to complete all roofing and sheet metal shown on the drawings or herein specified. 7-02 . Materials and Workmanship: Roofing shall be installed in accordance with the requirements of the 20 year bonded roof of Carey, Koppers, Barret or approved equal . Application shall be done by an applicator approved by the manufacturer. Roof shall be asphalt and gravel type. Gravel shall be wash river bottom graded from IA" to 3/411 size. Roofing and sheet metal, when complete, shall be guaranteed for one year against leaks. 7-03. Flashing shall be aluminum 1032 set in approved manner to make roof watertight and complete. Flash for all pipes, vents, etc. Counterflashing shall be 4" wide on face and extend into masonry 111, firmly wedged with metal wedges. Fill all masonry openings after flashing with mortar mix. 7-1 SECTION 8 • STUCCO 8-01. GemAls Stucco shall be applied in all areas where designated ,ion the drawings. All surfaces shall be cleaned and made ready to receive stucco. All work shall, be done in strict accordance with the beat standards of the trade. 8-02 . Proportions for All Coats : Use one of the following; A. tOne part Portland cement, 1/4 part lime, three parts sand by volume. B. One part Portland cement, one part masonry cement, $ix parts sand by volume. 8-03. Waterproofing Admix: Add to each coat in accordance with the recom iendations of the manufacturer. 8-04. NixjM _andd#I?g3.ication: Mix in a mechanical mixer. Apply in three -appl catians. Apply second chat after the scratch coat has set for 24 hours. Apply third coat after the second coat has seasoned for two days . Protect final coat from rapid drying out until thoroughly cured. Total thickness -exclusive of lath shall be 3/411. 8.05 . Finish: All stucco shall have sand float finish, white oriental type. 8-06. Expansion JointsY Locate expansion joints where shown on i I rrr�a the drawings. 8-1 SECTION 9 - TILE WORK & WALL COATINGS & MARBLE 9-01. General: The Contractor shall provide all items, articles, materials, operations or methods listed, mentioned or scheduled on the drawings and/or herein, including all labor, materials, equip- ment and incidentals necessary and required for their completion. 9-02. Tile Work: A. Ceramic Tile Work: 1. Materials : a. Unglazed mosaic floor tile shall be standard grade, 1" x 1" unglazed, impervious, mottle , porcelain type ceramic tile in color blends and patterns as selected by the Owner. Tile shall be suchion edge, Mosaic I'Velvatex", American Olean "Ceramic Mosaic", Cambridge "Ceramic Mosaic" or equal approved by the Architect. b. Hydrated lime shall be ASTM C-206 or C-207, Type S. C. Portland cement, including white cement,. shall be ASTM C-150, Type I . d. Sand shall be clean, sharp, durable and free from silt, loam, clay, soluble salts and/or vegatable matter. It shall be graded fine to coarse within the following limits: 100% passing No. 8 sieve, 90% to 100% passing No. 16 sieve, 50% to 90% passing No. 30 sieve, 25% to 50% passing No 50 sieve and 0 to 15% passing No. 100 sieve. e. Water shall,-.be clean, potable and free from injurious amounts of oil, acids , soluble salts and organic im- purities . 2. Unglazed Mosaic Floor Tile Installation: a. At all rooms with floor drains, set ceramic floor tile over Portland Cement setting beds, sloped to drains. r b. Apply setting bed to slab which has been thor- oughly wetted and slushed with neat Portland cement paste. Port- land cement setting bed shall consist of one ( 1 ) part Portland 9-1 cement, one-half ( 1/2 ) part hydrated lime and four (4 ) parts clean, dry sand. Screed and tamp firmly. Mortar shall be of such consistency and workability as to promote maximum density. Mini- mum thickness from top of slab to top of tile shall be 111. I C . Dampen absorptive tile before application. Trowel or brush a thin layer, 1/32" to 1/1611, of neat Portland cement over bed and/or back of tile. 3. Grouting and Cleaning Tile: a. Grouting: Grout shall be 1 part white Portland cemient and 1 part fine, white sand. Force maximum grout into joints by trowel, squeegee, brush and/or finger application. Before grout sets, strike or tool joints to depth of suchion and fill all skips and gaps. Do not permit dark cement or mastic to show through grouted white joints . Damp cure grout joint by maintaining damp condition for 3 days by sponging down, fog spraying, or other method approved by the Architect . b. Cleaning: Sponge and wash the thoroughly and diagonally across joints. Do not use acid cleaners. Finally, polish with clean, dry sloths. B. Quarte Tile: 1. Material shall be similar and equal to quarry tile of Murry, Fawn Gray, 6 x 6 x 1/2, as manufactured by American Olean Company. 2. Workmanship: a. Setting bed shall consist of l part Portland cement, up to 1/10 part hydrated lime and 2 parts sand. Applied thickness shall be 3/4" to 1-1/411. b. Pointing mortar shall consist of 1 part Port- land cement, VS part hydrated lime and 2 parts sand. Applied thickness shallx,be depth of jo nt. 3. Horizontal Application: Place 3/411 minimum to 1-1/4" maximum thickness of setting bed on base material, screed and compact. Trowel 1/32" to 1/16" thickness of neat cement paste over the bed. Do not set tile on a dry bed. Tile should be installed before the initial setting has taken place. $ftt tile into complete contact with plastic mortar. Trowel mr compress grout into joints the same day the the is set to insure a firm bond between the grout and the setting bed. Installation should be damp cured for at least three days. 9-2 9-03. Wall Coating : A. Sco2e: This contractor shall furnish all labor and materials and means of application required to install the wall coating as indicated on the drawings, finish schedules and these specifications. All work shall be executed in a first4class workmanlike manner and in strict accordance with the manufacturer' s specifications. B. Materials and Application: 1. Wall coating shall be similar and equal to Vitricon Wall Surfacing as manufactured by Vitricon, Inc. and shall consist of Portland cement, silica sand, inorganic pigments and additives and sealers manufactured by Vitricon, Inc. The materials shall be mixed in accordance with the recommendations of the manufacturer. Color as selected by the Architect. 2. Wall coating shall be applied by a contractor licensed by the manufacturer using trained mechanics and pressure spray equipment especially designed for this purpose. C. Surface Preparation: All surfaces to receive the wall coating shall be properly prepared by other trades in accordance with the appropriate specification sections and as set forth below. 1. Concrete Block: a. Block shall be laid perfectly plumb and even, free of excess mortar and with all joints neatly tooled. Any defects shall be carefully pointed, filled with mortar and tooled by the masonry contractor . b. Concrete masonry units shall be made with fine: aggregate to produce overall smooth, dense, finished surface. C . Except where otherwise indicated, concrete masonry units shall have approximately 2" radius bullnose for use at external corners. 2 . Drywall contractor shall follow manufacturer ' s recommendations with particular attention to concealing joints and nailheads by proper taping and spackling. D. Inspection_ of Surfaces : This contractor shall carefully inspect the surfaces to which this material is specified to be applied, and shall (report to the superintendent before proceeding with hi% work all surfaces and conditions which he considers 9-3 unsatisfactory. Application of the finish by this contractor will be construed as acceptance by him of the surfaces to which his materials are applied. E. Application Conditions : 1. All surfaces must be thoroughly cured, dry and clean before wall coating is applied. Moisture con nt must not exceed 16%, except for White Coat Plaster where moisture content must not exceed 6%. 2 . A minimum air and wall surface temperature of 500 R. must be maintained on a 24 hour basis during application and for a minimum period of two weeks after completion. 3. Wall coating shall be applied to walls befoge inst*llation of: a. Hung ceilings. b. Heating or air conditioning grills, radiators and plumbing fixtures . C. Floor coverings such as linoleum, wood, asphalt tile. d. Painting and decorating. e. Chalkboards, tackboards, lockers and other fixtures and equipment. 4. Wall coating shall be applied to walls after installa- tion of: a. Permanent floors such as concrete, terrazzo and clay tile. b. Exposed rigid conduit and all electrical outlets and switch boxes. ` C . Roof, glass, exterior doors and all water- proofing. 5. The General Contractor shall coordinate the trades and provide adequate heat and light to enable this contractor to comply with these application conditions. 9-04. Marb14 toped splashbacks shall be similar and equal to Amco-Cream or Madre-Cream. All marble shall be 7/8" thick and shall be installed in strict accordance with the Marble Institute of Americana standard ptactice. All marble tops shall have cut outs to receive the applicable basins and fittings. 9-4 SECTION 1D D$tYWALL 10-01 . General : Furnish all labor, materials and equipment required to erect all furred gypsum board ceilings and walls complete with related metal components and necessary accessories in accordance with the drawings and as specified herein. . 10-02. Materials : A. Gypsum wall board shall be 1/2" thick Sheetrock Firecodee "C" as manufactured by the U. S. Gypsum Company and shall be furnished in 4' wide sheet size with lengths suitable: for the wall height , providing as few joints as possible in the finished installation. Long edges of wall board shall be recessed for finishing with tape and cement treatment. B. Joints shall be covered with Perf-A-Tape and Perf-A-Tape cement as manufactured by U.S. Gypsum Company or approved equal. 10-03. Installation : A. Masonry walls shall receive gypsum wall board by nailing to 1 x 3 pressure-treated wood furring strips nailed securely with case-hardened nails to masonry surfaces, with the long dimension of wall board at right angles to furring strips;. All abutting end or edge joints; shall occur over surface of furring strip and shall be fitted neatly and accurately. End joints shall be staggered. B. Joints: All joints shall be covered with the tape and three coats of cement, each applied after the previous has dried. Cement shall be feathered out from the joint to a point at least 3" beyond on each side. A C. NailU*ads shall be "dimpled-in" slightly to leave a depression for the cement . Finish with one or more coats of the cement as necessary until the surface is smooth. 10-1 SECTION 11 SLIDING Q ASS DOORS 11-01. General: All aluminum sliding glad doors of ,th# types and sizes shown in the plan and/or as called 'four`in thiei specification shall be furni4hed complete with all. necessary,hardware, fittings and miscellancdus eequipment as herein specified and shall be manufactured by L.umidof, Hialeah, Florida. 11-02. Materia ` t A. A,l,, Aluminum shall be of commercial quality 6063T5 alloy a]aminuem with a doter panel typieel' uinizUm wall of . 125 and shall be free from defects impairing ttVW**h and/or durability. Aluminum extrusions, where icor` maim canons, shall have a guaranteed miaimum u#timate tensile strength of 22,000 psi. Moment of inertia bf'�vertical •stiles shall be .444 in. B. Hardware having component parts which are exposed to the weather shall be of aluminum or other non-corrosive materials which are compatible with aluminum. C. Wea.therstr shall be compatible with aluminum and shall be resistant to dsterimration by all forms of weathering. Wool pile weatherstrip, where used, shall be treated with silicone and be free of .residual wetting agents. Flexible vinyl weatherstrip, where used, shall be equal to Commercial Standard CS 230-64. D. Rollers.; 1. Top Rollers Moving panels shall be fitted with a gang of four nylon-tired, sealed "ll bring rollers at each end, designed to ;provide adequate adjustment and support while provid- ing easy movement mf the panel. 2<. Bettop Roller: Moving panels shall be fitted with special corner bra`c*s which fasten securely unto door members, assuring a perfectly mitered corner and fitted with a,: nylon' -tired ball bearing' rollor designed to providet adequate 4djustr4ent and support while providing easy movement of the panel. E. L.ocks`t Movable sliding glass door panels shall be provided w an Ams-Rite a41W flush cylinder lock and/or tow latches with bolt and; strike adjustable an the fob and designed so no damage will result if 'dour is closed with the unit in the closed latched! position. Finish of latch and escutcheon to be 11-1 chrome plate U.S. 26D. 11-03. Construction: A. Panels: All panel members shall be designed to be mitered and mechanically joined by means of structural aluminum corner bracts so as to form rigid joints whichwill not loosen or twist under continuous operation. Sliding ,panels shall not be removable from the outside when in a closed and locked position. B. Frames : Jambs shall be constructed to interlock with the bottom guide and top track to form a twist-proof and weather- tight frame within an opening. Di"nsien l control, of all members shall be maintained to provider proper fit of all panels in the frame and to the opening specified. C. Glazing: Sliding glass doors are designed for glassing with 3/1611, 7 32" or 1/4" glass unless otherwise specified. Doors shall be glazed with aluminum snap-in channel and vinyl glazing bead furnished by manufacturer and may be glazed in the shop or on the job. 11.-04. Fi-n�ish: The exposed surfaces of all aluminum members shall be polishers, buffed and anodized in a finish equal to Alcoa specification #204 Al. These surfaces shall be reasonably uniform in color and shall be free from any surface blemishes. 11-05. Screens: Screens shall be provided when specified and shall be standard door sections with aluminum screen woven in an 18 x 14 mesh and shall conform to the specifications of the Screen Manufacturers Association. 11-06 . « The manufacturer shall guarantee the watertight- ness of t iS unit against hurricane-force winds. If any leaks occur due to wind and rain, the door manufacturer shall replace the door or correct the condition at his own expOnse for a period of 5 years from date of installation. 11-07. Drawings : Lumidor shall furnish details showing recommenda- tions for the^installation of sliding doors and fabrication will begin only upon the receipt of approved drawings. ll-2 SECTION 12 - PLUMBING 12-01. Description of Work: In general, the work specified in r this section of the specifications includes the furnishing of all labor, material and services necessary to install a sanitary sewer system and a domestic water system and other piping, fit- tings or fixtures described or shown complete in every respect - with hangers, supports , plumbing fixtures and trim, drains and all water and waste connections required to any fixture or equipment shown on the plans or specified herein. 12-02 . Cutting and Patching: Where necessary to install the work properly, the Contractor shall do all cutting and patching which shall be delegated to workmen who are experienced in the trade or trades affected. The completed work shall present a finished and neat appearance. 12-03. Drawings : A. The drawings are partly diagrammatic and are not inten- ded to show in detail all features of the work. The Contractor shall supplement them with his shop drawings where necessary. B. Pipe sizes shall conform to acceptable good practice and in no instance shall they be smaller than that as shown on the drawings . C. The location of all piping shall be checked to determine that it clears all openings ; that it clears all important struc- tural members; that piping can be properly concealed in walls or partitions of finished rooms and that it does not interfere with cabinets,A lights, or other equipment having fixed locations Anless shown to be exposed. 12-04. Pipe Sleeves and Thimbles : Pipe sleeves for pipes passing through floors, through walls, above the ground floor and through partitions, shall be zinc coated sheet steel having a nominal ,weight of not less than 0.906 pounds per square foot after being zinc coated. Sleeves for pipes passing through floors in rooms having water supplied plumbing fixtures or equipment shall be cast iron and shall extend 1/2 inch above the finished floor. All pipe sleeves through floors shall be caulked with oakum and bituminous compound or lead and made wgtertight after pipes are installed. 12-1 12-05. Water Supply System and Piping : A. Provide a system of water piping for all fixtures to the extent indicated on the drawings or as further specified. B. Water supply branches to fixtures having quick opening vlaves , flush valves or any battery or fixtures shall, after the last fixture connection, be provided with air chambers of not less than 18 " high and of a pipe size not smaller than that at the last fixture connection. 12-06 . Wall, Floor and Ceiling Plates : All pipes passing through floors, walls and ceilings shall be fitted with chromium plated escutcheon plates . Plates shall be one-piece construction and be provided with set screws for holding ,*n position and shall rest firmly on walls, floors and pipe sleeves. 12-07� L.P. Gas System: Provide a complete system consisting of lines and fittings and connections as shown on the drawings. Piping shall be black steel with malleable iron fittings in accordance with the State Fire Marshall requirements. Installa- tion shall be by a licensed and bonded gas fitter and shall be in strict accordance with Phamphlet 54, "Gas Appliances and Gas Piping", August, 1959, (ASA 221 ,301 as published by the National Fire Protection Association, and current regulations of the State Fire Marshall. 12-08. Sterilization: All water pipe of whatever size and mater- ial and wherever installed on the project shall be thoroughly sterilized prior to being placed in service. Sterilization shall follow the applicable provision of the Florida State Sanitary Code. 12-09. Soil Waste and Vent Piping: Piping shall be extra heavy below ground floor slabs and below grade. 12-10. Water Piing shall be galvanized wrought iron. 12-11. Testing: A. All testing equppment shall be furnished by the Contrac- tor , who shall conduct all tests in the presence of the Architect. B. Tests shall be conducted at such places and with timing to permit the work to proceed with as little interruption as possible. Tests shall be made before any of the work is covered or concealed. C. Water piping shall be tested to a hydrostatic pressure of 100 psi . 12-2 D. After the instillation of sanitary piping and before the pipe is concealed or the fixtures installed, the ends of the system shall be capped or plugged and all lines shall be filled with water to the top vents above the roof and allowed to stand until a thorough inspection has been made. Should any leaks appear, they shall be remedied and the test repeated until the system is tight. When tbsting the ,system by sections, the minimum height of the water column shall be 10 feet . E. No resin, gas fitter ' s cement, candle wax or any other substance shall be used for stopping leaks in cast iron soil, waste or vent lines. Caulking of screw joints to stop leaks will not be permitted. 12-12 . Plumbing fixtures shall be in accordance with the following schedule, or equal : A. P-1. Water Closet : Kohler K-.;42172-ET±bowl ; Kohler K-4671 Lustra plastic seat open front less cover ; Sloan Royal #110 FQ4V flush valve. B. P-2. Urinal : Kohler K-5014-T syphon jet ; Sloan Royal 180 y.v. flush valve. C. P-3. Lavatory : Kohler K-2863 white 2011x18" ; Kohler K-7436 lavatory fitting; 3/8" angle stops; 1-1/4" c .p. 17 ga. "P" trap with cleanout . D. P-4. Lavatory : Kohler K-2198 19"x16" oval vitrious china lavatory ; Kohler K-7436 2 g.p.m. water saver lavatory fit- ting; 3/8" angle supplies with stops ; 1-1/4" 17 ga. "P" trap with cleanout; Hudee stainless steel frame. E. P-5. Service Sink: Kohler K-6716-A 24"x20" service sink complete. F. P-6 . Sink (furnished by Kitchen Equip. Co . ) : Trim t & s Brass Co. No. B-232 (furnished by Plumber). hot water storage heater 12-13 . Insulation : /shall be insulated with Owens Corning Ka.ylo Block. Apply 1" hexagonal mesh over insulation, lacing edges together. Apply 1/2" thick coating of OC-110 insulat- ing cement and trowel to a smooth finish. Adhere 8 oz. canvas over cement with an approved lagging adhesive size canvas with one brush coat of lagging adhesive. 12-14. Code : All work shall be done in accordance with all local codes. Contractor shall obtain all permits, fees, meter settings, etc. 12-3 41 12-15 . Alternate Bid : See drawings Sheets P-lA and P-2A. A. A separate bid is required for "Alternate Bid" as shown on drawings P-lA and P-2A, Plumbing. Furnish and install as listed on drawings all equipment, materials and labor required for a complete job. B. Specifications for "Base Bid" also apply to "Alternate Bid". { 12-4 SECTION y43 -- MECTRIC.AL. 13-01. ScSc e: The work to be performed under this section shall include the furnishing of all labor, material, equipment, tools, apparatus, devices and fixtures to complete the work as described on the Plans and/or as outlined int he Spftifications. The Plans and Specifications shall be considered as supple- mentary one to the other so that materials and workmanship indica- ted, called for or implied by one and not the other shall be suppli4d and installed as though required by both. The complete installation shall include'all related wiring, equipment as specified, and electrical connections to provide a complete operating ,system as indicated on the Plans, with all appurtenant work, including : A. Temporary wiring system for the use of all trades during construction. B. Service conductors to the building distribution system. C. Complete lighting system, including feeders, panels, conduit, wiring, outlets, fixtures and lamps. D. Complete power system, including feeders , control equipment and devices, conduit, wiring, and connection of all equipment required for operation of the facility. H. Telephone and communications conduit system as indicated. 13-02. Material : All materials, equipment, apparatus and fixtures that will become a part of the finished and completed installation shall be new, in prime condition and of a size, type and rating compara4le and equal to that shown in the Plans and Specifications. Where manufacturers ' names and catalog numbers are given or specified on the drawings or in the Spec,Iations, the intent is to indicate type and quality of materials, devices, apparatus and equipment. To avoid any misunderstanding and to insure compliance with requirements, the Contractor sha.11, before purchasing apparatus, devices or equipment, submit to the Architect a list of materials 13-1 and equipment proposed for the installation giving manufacturers' names and catalog numbers of each item for consideration and ap- proval. The Contractor shall make no purchase until this list is approved by the Architect. A. Conduit : All rigid steel conduit shall be threaded and hotdipped galvaniz*d with galvanized threads. EMT shall be pro- vided with concrete-tight compression type couplings and connec- tors. B. Conduit Fittings, Outlet and Junction Boxeb : All conduit runs exposed to the weather, fittings and outlet boxes shall be galvanized cast steel type with ferraloy covers . All other otlklet boxes shall be stamped steel, galvanized or sheradized finish. They shall be at least four inches square or octagon type, not less than one and one-half inches deep. Boxes in finished plastered areas shall have plaster rings. Junction boxes, pull boxes or wiring gutters, where required and/or specified on the Plans, shall be galvanized sheet steel of not less than No. 14 gauge metal and shall have covers fastened with non-ferrous screws. C. Wire and Cable! Wire and cable on circuits of less than 600 volts shall have insulation rated for 600 volts and shall meet the Specifications for insulated wire and cable of* the N.E.C. and shall be of the specific size and type indicated' on the Plans. Minimum size wire shall be No. 12 AWG. D. Wiring Devices : Wiring devices shall be of the type shown on the Plans. Device plates and screws shall be stainless steel, sati# finish of Sierra S-Line in finished areas and stamped steel in unfinished areas. E. Motors and Controls : Motors, machinery, electrical controls, related equipment and instruments described in other sections of these Specifications or on the Plans and not supplied by the equipment manufacturer shall be supplied by the electrical contractor to accomplish the functional purpose indicated. All man,404or magnetic type motor controllers shall have thermal protection in each ungrounded conductor. Motor protective devices shall be rated at not more than 110% of the full load rating of the motor. F. Lighting and Distribution Panel_boards Panelboards supplied, installed and wired shall be of the type aid size indi- cated on the Plans and shall be of first line quality and shall bear the device label of the Undersriter'a Laboratories, Inc. Each 13-2 ' panelboard shall have provisions for a circuit directory inside the cover . Panelboards shall be furnished with tumbler locks and keyed alike unless otherwise noted. A set of keys consisting of at least two (2 ) keys for each panel shall be furnished. G. Safety Switches : Safety switches, where required, shall be of the size and voltage shown on the Plans and shall be type "S"construction, quick make-or-break operation and shall have an interlock type door with provisions for locking the switch in the "on" or "off" position. H. Fuses: Fuses of the correct rating shall be supplied as required for all circuits. Fuses for 250 volts and over shall be cartridge type, renewable with superlag links, or shall be Fuse- trons as required. I . Lighting Fixtures: Lighting fixtures shall be furnished and installed as described and required on the Plans. Before final inspection the Contractor 'shall relamp all fixtures with new lamps . Incandescent and/or flourescent lamps shall be of a recog- nized manufacturer and of the size specified. 13-03. bonstruction Methods : A. General : All apparatus, equipment, duct, switch-gear, conductors, and fixtures shall be installed, secured or mounted as called for on the Plans, or, if not shown in detail thereon, in accordance with good current practice and applicable local codes and/or the National Electric Code, depending upon jurisdiction. Standard and approved methods shall be used and the job accom- plished in a professional and workmanlike manner. B. Conduit Runs : Bends in conduits one inch in size and larger shall be made with manufactured elbows or with a portable type bench bender and the radii of the bend shall not be less than that specified for the size of the conduit . During construction, all open ends of conduit shall be plugged or capped. All conduit must be thoroughly swabbed out to remove moisture and foreign matter before wire or cables are drawn in place. All connections to motors or vibrating equipment shall be made with approved watertight flexib44. conduit, so that no vibrations will be transmitted to the conduit or building structure. All empty conduit installed for future use shall be left, with a galvanized iron wire in them and the ends securely capped. 13-3 Conduit runs shall be grouped and supported using glavanized an ,es, U-bolts, or malleable iron straps as required. Exposed runs of conduit shall be installed in a neat workmanlike manner, with all runs parallel and perpendicular to walls or ceilings. Straps anchored to concrete walls or ceilings shallbe secured with expansion type anchors of sufficient size. Anchors on tile or block wal;bs shall be standard galvanized toggle bolts. C. Pull and Junction and Outlet Boxes : 1. Pull boxes and junction boxes may be provided at locations that will reduce the number of bends between outlets and reduce the length of cable pull. Pull boxes shall not be placed in finished spaces without approval of the Architect. Pull boxes in finished spaces shall be fitted with overlapping screwed-on covers finished to match the finish of the wall or ceiling. 2. Outlet boxes in plastered stud walls shall be se- cured in place with plated wood screws. Outlet boxes in suspended ceilings shall be rigidly secured in place. D. WiXing: Complete wiring systems shall be installed with all feeders, mains and branches as shown on the Plans and wiring diagrams. 1. Branch circuits shall be color-coded in accordance with the National Electrical Code. 2. Splices shall be kept to a minimum and shall be taped with self-vulcanizing rubber tape and secured with "Scotch" tape or Manson friction tape. Where required, "Scotchfill" shall b�-_ employed to eliminate all sharp edges of the finished taped splice. 3. Wiring devices shall be installed as shown on the Plans. Switches shown adjacent to each other shall be installed within the same enclosure. 4. Convenience outlets shall be installed 18 inches above finished floors. Wall switch outlets shall be installed 48 inches above floor. 5. All plates shall be installed level and flush with the surface. E. Splices and Terminals: Splices of conductors #8 and 13-4 larger shall be made with split bolt type pressure connectors. Splices of conductors #10 and smaller shall be made with set screw type or spring type connectors of an approved manufacturer . All splices shall, be insulated to a value of not less than the rating of the wire insulation. All conductors terminated in panelboards, motor starters, control devices, switches and outlets shall be with screws or solderless connectors. Motor lead connections in terminal boxes shall be made by the ling to lug method and securely bolted and insulated. F. Motor Controls : 1. The Contractor shall install all wiring to motors, controllers, push buttons and devices pertaining to the installa- tion. 2 . The Contractor shall provide suitable mounting detail for all controllers, push buttons and switches. Where other than wall mounted, substantial galvanized bolted steel supports shall be provided as required for prosper mounting. G. Panel,boards : The Cabinet of the panelboards sshal lbe installed with top of cabinet b feet 0 inches above the floor. Cabinet* shall be rigidly secured in place and shall have front straight and plumb and arranged so that panelboard will be cen- tered in the door opening. H. Grounding and Bonding: The system shall be grounded at the service equipment in the b lding by a bare copper ground conductor, extended 1 inch in co%duit to an approved cold water connection. All outlets shall be of the grounded type so that the entire electrical system has a continuous ground throughout. Where flexible conduit connections are made to motor terminal boxes a full size (but not larger than #6) grounding conductor shunt shall be installed in the flexible section. Receptacles shall have thegroundedlead attached to an approved type grounding bushing. i I . Cleanin2, _ 6tencilin2 and Identification: 1. All oil, grease and dirt shall be removed from all exposed raceways, fittings, boxes, panelboards, supports, etc. so as to present a clean surfaoe. 2. The Contractor shall identify each safety switch, motor controller, special control cabinets and panelboards by 13-5 attaching nameplates thereon with the name of the machine or device controlled. Nameplates shall be engraved phenolic plastic. 3. Each lighting panelboard shall have a typewritten directory installed inside the cover and each circuit shall be properly identified. The typewritten director shall be protected by a cover of glass or clear plastic J. Testing and Operation: 1. When the installation, or any component thereof which the Architect may designate, is completed, the Contractor shall conduct such tests thereof as may be called for in the Plans or Specifications or are required by the Architect, which may • include, but are not limited to, the following: a. Resistance measurement of conductors, windings, contacts, etc . b. Motor loads, temperature rise, speed, torque. C . Operation of manual and automatic controls . d. Voltage measurements at points of use under conditions of load. e. Operating tests of sufficient duration to determine improper mounting, alignment, connection or installation. 2. The acceptance of the results of such tests shall not relieve the Contractor of responsibility for correcting faults, material or workmanship that may become apparent during the warranty period thereafter. 3. The Contractor whall demonstrate to the Owner the proper method of operation of the equipment and shall train him sufficiently so that he can safely and properly operate it . The Contractor shall furnish any required bulletins, calibration curves, test results, operating characteristics, charts, or other data required by the Architect on any item of equipment or apparatus that the Contractor may furnish. 14 13-6 SECTION 14 - PAINTING 14-01 . General : This work shall include the painting and finish- ing of the building as specified herein, in addition to shop coats specified in other sections of these specifications . Items having factory paint shall be touched up as necessary . A. Surfaces not to be painted shall include the following unless otherwise specified: All other areas shall be painted. 1. Factory finished items. 2 . Exterior brick. 3. Exterior stucco. 4. Glazed and unglazed tile surfaces. 5. Interior concrete wearing surfaces. 6 . Unexposed galvanized surfaces. 7 . Non-ferrous metals . 14-02. Materials: All ready-mixed paints and all paint materials shall be delivered to the job in their original+unbroken packages . For the various paints to be used, the Contractor shall submit for approval specifications data in accordance with the paragraph for same, both as covered in the General Conditions. All paint shall be applied in strict accordance with manufacturer' s printed instructions. All paint materials shall be the manufacturer ' s first quality for the type specified. Approved manufacturers are: 1. Luminall Paint . 2. Mobile Paint Company. 3. Pittsburgh. 4. Glidden. 5 . Sherwin-Williams . 14-03. Workmanship: All finish surfaces shall be smooth, even and free from defects and shall show even coatings . Paint shall be applied to dry surfaces only and nog succeeding coat of paint shall be applied until the preceeding coat is thoroughly dry. Paint shall be thoroughly worked into all joints, crevices and open spaces. There shall be a perceptible difference in the shades of successive coats of paint. All freshly painted surfaces shall be adequately protected. 14-1 14-04. Preparation of Surfaces A. All rust, loose or ditintegrated paint, grease and scale shall be removed from metal work before priming or field coats are applied. All wood or other surfaces shall be free from dirt, grease and dust, and shall be in condition necessary to provide for a proper paint finish. All nail holes, cracks or open joints shall be puttiedwith pure linseed oil putty, or caulked. Putty, were necessary, shall be applied with a knife after priming coats have been applied. All door framed shall be field primed on all sides before setting. All interior millwork shall be primed on all sides immediately upon delivery to job with one coat "Rez" or approved equal . B. Sanding: Millwork shall be sanded before painting to removethigh grain and other surface irregularities. 14-05. Type of Finishes : The paint coatings making up each type shall be as followf A. Natural .Finish on Plywood and Softwoods: (Interior ) 1. 1st coat - clear Rez (or Firzite) . 2. 2nd coat - approved stain. 3. 3rd coat - flat va,onish. 4. 4th coat - flat varnish. S. Sand between coats. B. Semi-Gloss on Concrete and Plaster and Concrete black: (Interior ) 1. 1st coat - Pigmented primer sealer. a 2. 2nd coat • Enamel undercoater, tinted. 3. 3rd carat - Semi-gloss as comes from container. C. Semi-Gloss on Wood: 1. 1st coat - Pigme'htal wood primer. 2. 2nd coat Enamel undercoater, tinted. 3. 3rd coat - Semi-gloss as comes from container. D Susi-Gloss on Metal: 1. lst coat - Rust inhibitive primer as specified. 2. 2nd coat - Enamel undercoater, tinted. 3. 3rd coat - Semi-glass as comes from container. E. Gloss EMamtl on Wood: i t 1. lst coat - oil base wood sealer. 14-2 too, 2. 2nd coat - Undercoater, tinted. 3. 3rd coat - Gloss enamel as domes from container. F. Exterior Oil on Metal : 1st coat - Rust inhibitive primer. 2. 2nd & 3rd coats - Exterior house paint as comes from container . G. Oil on Sheetrock: 1. 1st coat - Primer and sealer. 2. 2nd coat - Flat oil mixed with 1/2 part primer and sealer. 3. 3rd cost - Oil semi-gloss. I. Exterior Cedar and Redwood : 1. lst & 2nd coat Cabot' s Bleaching Oil #241. J. Stain on All Other Exterior Wood: 1. 1st & 2nd coat - Cabot' s oil-base heavy-bodied shingle stain. K. Rubber Base on Exterior Concrete & Masonry : 1. 1st coat - FW fair. 2 . 2nd coat - Rubber base. 3. 3rd coat Rubber base. ;t 14-3 SECTION 15 - HEATING, VENTILATING AND AIR CONDITIONING 15-01. Scope of Work: The work covered in this section of the specifications consists of furnishing all materials, labor and equipment and performing all works for the complete installation of all heating, ventilating and air conditioning systems, as described herein, and as shown on the accompanying drawings. 15-02. General Requirements : It is intended that this specifica- tion shall include, but not be limited to, the following general requirements : Rigging and Cartage Excavation and Backfill Sleeves and Inserts Complete Steam Heating System and Kitchen Steam Piping Complete Ventilation and Exhaust Systems Tests A. * Rigging and Cartage: This contractor shall be respon- sible for the cartage and proper rigging of all mechanical equip- ment and materials, and setting all such equipment on any required bases, curbs or other supports, with all necessary foundation bolts, bed plates, templates, vibration rails, etc. , as required. B. Excavation and Backfill : All excavation and backfill required for the complete installation of any and all systems, as described in these specifications, shall be the responsibility of this contractor. C. Sleeves and Inserts : This contractor shall properly place all sleeves and inserts for piping before the building structure is erected. Any cutting and patching that is required, after the structure has been erected, will be the responsibility of this contractor, and any ekpenses for same shall be borne by him. D. Steam heating system shall include the installation of the steam heating boiler, gas (LP gas ) burner, and piping system, underground piping, together with piping systems supplying equip- ment, as indicated on the drawings. E. Ventilation and exhaust systems shall include the exhaust and toilet - exhaust systems and kitchen exhaust hoods, fans and fresh-air intakes as shown on the drawings. Each to be complete 15-1 " with ductwork, diffusers, grilles, registers, dampers, piping connections, controls, coils, fire dampers, etc. , as required. F. Air Conditioning system shall include the installation of air conditioning unit, water chiller, chilled water pump, expansion tank, ductwork, grilles and registers, piping connections, insulation, controls, etc . G. Guarantees : All equipment provided under this section of the specifications. 1. The installation of all equipment and allied items shall be in accordance with the plans and specifications with regards to type, size, manufacturer, location of equipment, pipe and duct size, etc . The drawings, however, are diagrammatic as to piping layouts, etc. , but shall be followed as closely as possible and as actual building conditions and work of other trades permit. The installation of all equipment shall conform to the standards of good pfactice, and in no instance shall the size of any piece of equipment, piping, etc . , be smaller than that shown on the drawings or called for in the schedules or specifications. 2 . The location of all piping and equipment shall be checked to determine that it clears all openings and structural members, and its installation shall be coordinated with all other items of other trades. 3. All materials and equipment shall be new and in- stalled in a first-class, . good workmanlike manner by skilled mechanics for each trade involved. H. Shop Drawings: The number to be later determined by the Architect, of all equipment and material to be purchased an installed in accordance with the approved schedule of mater al and equipment as outlined, shall be submitted to the Architect for approval prior to the placing of any orders for this equipment by the contractor . I. Ordinances, Regulations and Codes : The work shall conform with all local and state ordinances or regulations goveyAn- ing the installation of such equipment. If the work as ]aid out, indicated or specified is contrary to or conflicts with local ordinances or regulations, the contractor shall report the same tof" the Architect before submitting his bid. The Architect will then issue instructions as to procedure. 1. If the contractor fails to notify the Architect of conflicts or omissions as noted above, all changes required to 15-2 r "^ comply with the ordinances and regulations shall be made without additional expense to the Owner. 2 . The work shall comply with the following codes (Latest Editions) : a. Sanitary Code of the Florida State Board of Health. b. Local Plumbing Code. C. National Electric .Code. d. Local Electric Code. e. ASME Applicable Codes. f. AGA Code for Heating Boilers . g. ASRE Codes for Registration Apparatus. h. Standards of National Board of Fire Under- writers . i . National Board of Fire Underwriters. 3. All fired and unfired pressure vessels shall bear the inspection stamp of the AGA, with copies of this inspection to the Architect . 15-03. Piping: F-All _piping and fabrication, erection and testing of same shall conform to the American Standard Code for Pressure Piping. Testing of the hot and chilled water and secondary water systems shall be as hereinafter specified. In general. , unless otherwise noted on the drawings, all pipe 2" and above shall be welded and below 2*' shall be screwed type. A. All steam and chilled water supply and return lines shall be standard weight (Schedule 40) black steel pipe. B. All condenser water1p•ping shall be standard weight, (Schedule 40) galvanized steel. C. In general, steam and chilled water lines shall slope in the direction of grade arrows and the grading shall be 1" in 40 feet, unless noted otherwise. Principal runs of piping shall have anchors where indicated on the drawings to prevent the piping system from slipping out of position due to expansion and contrac- tion. f. D. In all lines of piping there shall be provisions for expansion to be certain that pipes, fittings and branch lines will be clear when such movement occurs. „ems' E. Pipe ends of screwed piping shall be reamed deeply and cut with clean, sharp, uniform threads. Length of pipe thread and t 15-3 Opw Take-up shall be in accordance with standard practices. A good piping compound shall be applied to male pipe threads only. Be- fore installing pipe in any part of the system, the pipe shall be cleaned inside and made free of oil , dirt or any foreign matter that might get into the system during construction. All lines, where practicable, shall be blownclean before placing in service. F. L.P. Gas Piping : Provide a complete system consisting of lines , fittings and connections to boiler, kitchen equipment and hot water tank. All underground and underslab piping shall be galvanized wrought iron with malleable iron fittings run in conduit, sealed and vented in accordance with the State Fire Marthal requirements. Exposed service above slab shall be hard grade seamless copper tubing with dielectric fittings between iron and copper piping. Installation shall be by a licensed and bonded gas fitter and shall be instrict accordance with Phamphlet 54, "Gas Appliances and Gas Piping", August 1959, (ASA-221 . 30) and Pamphlet 58, "Liquified Petroleum Gases (Amended )", 1957, as published by the National Board of Fire Underwriters and also current regula- tions of the State Fire Marshal, and the Compiled Building Code of the City of Jacksonville, Florida. Tank to be furnished and in- stalled and piped to gas stub out at building by Gas Supplier. OPIII 15-04. Piping, Joints and Fittings : A. t Fittings of all screwed piping shall be 150 pound malleable iron standard. Screwed flanges shall be 150 pound forged steel flanges conforming to the 150 pound American Steel Flange Standard. Where flanges are used, suitable 1/16" or thicker metal jacketed asbestos gaskets shall be provided. B. Welding fittings shall be of the seamless , forged , butt welding, U.S.A. factory made type designed to develop strength equal to that of the run of the pipe. All fittings shall have heat or melt identification permanently marked thereon. All fittings except laterals shall conform to the American Standard Specifications ASHRE169, "Steel Butt Welding Fittings". Materials from which the fittings are manufactured shall conform to specifi- cation ASTM A23A Grade B, and shall be as manufactured by Tube Turn. C. Unions shall be of the ground joint type and suitable for 150 pound service and flanged type unions shall be used for piping 2" and over. Unions shall be so located as to permit removal of small pipe sections with the accessory equipment for repairs , maintenance, etc . unless flanges normally occur at these points. D. Flange bolts shall be of the ASTM Specification A107, Grade 22 or better, ,carbon steel with heavy hexagon nuts (ASA B18.2 ) . 15-4 Where washers are required, they shall be of standard rolled steel . E. Welding Erocedures shall be tested and approved in accordance with the American Standard Code for Pressure Piping ASA B31 . 1. Welders shall be Hartford or by the Owner' s insurers recommended certification agency for the #ype of welding to be performed. Welder shall have passed a certifying test not more than 12 months prior. F. Defects such as cracks, pin holes, excessive under- cutting or other welding defects shall be removed and the joint rewelded. Chipping out of the defective portion of the weld to sound metal will be allowed at the discretion of the inspector. The welding inspector shall be a representative of the Owner' s insurer. 15-05%. Valves : All valves may not be shown in every instance on the drawings, but whether shown or not, all valves necessary to the proper operation of the system shall be furnished and instal- led. However, specified valves shall be installed where shown, and any departures therefrom shall be submitted to the Architect for approval . A. Valves 1-1/2" and smaller shall be of all brass or bronze construction, screwed type, with threaded bonnets and rising stem, suitable for 150 pound working pressure. B. Valves 2" and larger shall be iron body, brass trimmed, flanged, with bolted bonnets and non-rising stem, suitable for 125 pound working pressure. C. Gate vale**s,9f the double-wedged disc type shall be used on all cutoff services. Glove valves for 125 pound working pressure with brass disco shall be used on all throttling services and where indicated. D. Check valves, unlesq otherwise specified, shall be of the swing type for working pressures of 125 pounds and shall be made so the valves and discs are removable and of the regrinding type. Valves 1-1/2" and smaller shall be threaded, of brass or bronze construction. Valves 2" and larger shall be flanged, of iron body, brass trim construction. "^ a. All valves shall be as manufactured by Lunkenheimer. 15-06 . Balancing cocks, unless otherwise specified, shall be for working pressures of 125 pounds. Valves 1-1/2" and smaller shall 15-5 Y h be threaded, of brass or bronze construction, square head. Valves 2" and larger shall be flanged, 6f iron body, with brass plug and washer, iquare head. Valves shall be as manufactured by Dezurik Corp. , Model 425. 15-07. Pipe Sleeves, Saddles and Escutche�: A. Pipe sleeves constructed of 22 gauge galvanized iron or similar and equal material shall be provided and installed for all ' pipes passing through walls, floors and ceilings. Sleeves in concrete shall be placed before concrete is poured and shall be of sufficient diameter to allow the pipe insulation to pass continu- ously through the wall, floor or ceiling. A total clearance shall be maintained between the outside diameter of the pipe (or insula- tion) and the inside diameter of the sleeves as required to permit maximum pipe movement due to expansion and contraction. Pipe sleeves passing through floors shall extend 1/8" above finished surface. Chromium plated brass escutcheons with set screws shall be provided and installed in finished areas on both sides of floors, walls and ceilings wherever exposed pipes pass through them. B. Pipe Saddles : Where insulated pipe rests on supports or in hangers, pipe saddles, Crane No. 186-G, Type A. , shall be furnished and installed for the protection of all pipe insulation except as detailed. 15-08. Hangers and Supports : A. Approved pipe supports and guides shall be provided to meet the requirements of this specification and the drawings. In general, all suspended piping shall be supported by means of all metal hangers which are capable of screw adjustment after erection of the piping. Pipe hangers, supports, anchors, etc. , shall be fabricated in accordance with Section 6, Chapter 1 , of the Ameri- can Standard Code for Pressure Piping ASA B31. 1-1955. B. Spacing of hangers and supports shall be such that the pipe lines will not sag excessively and that undue strain will not be placed upon valves and specialties. In general, the following table of spacing shall be followed: Diameter of Pipe and Max. Distance Between Supports : 1-1/2" through 1-1/2" 6 feet 211 through 3" 12 feet 4" and above 18 feet C. Hanger rods shall be standard in construction, of suitable length and of minimum size as indicated on the following schedule: 15-6 Pipe Size and Rod Diameter : 211 and smaller 3/8" 2-1/2" through 3-1/2" 1/2" 4" through 5" 5/8" b" And above 3/4" D. Hanger rods suspended from concrete surfaces shall be provided with CB Universal concrete inserts, Fig. 282, as manu- factured by the Grinnel Company. E. Bare pipes erected close to the wall may be supported on wall hooks. 15-09 Strainers : A. Steam, chilled and condenser water strainers shall be furnished and installed in the inlet piping to all steam and chil- led water coils, chillers and pumps and shall be of the Y-type and of the size of the entering pipe. Strainers shall be Y-type, Crane Company No. 989-1/2. Strainers shall be suitable for 150 psi service. B. Strainer basket elements shall be of Monel metal or stainless steal construction with perforations of approved size for the service. Unless otherwise specified, total area of the perforations shall be equal to at least four times the area of the inlet pipe to the strainers. The baskets shall be easily removable and shall have a cleanout plug. 15-10. Automatic air vents shall be provided at the high point of the steam, chilled water, secondary water and elsewhere as re- quired. Vents shall be Bell & Gossett, with 1/8" close nipple connections. Air vents shall be piped to the nearest drain and tubing shall be 1/411 0.10. copper tubing. 15-11 . Flexible Connections : The contractor shall furnish and install in the piping system where indicated on the plans at all pumps, chillers and air handling units a vibration absorber or eliminator. These devices shall be constructed with plain carbon steel flanges having elongated bolt holes as required and a multiply laminated bellows section, constructed of 321 high temper- ature stainless steel. Vibration absorbers, when installed, shall be protected against both end loading and torsional stresses. Flexible connections shall be as manufactured by Keflex Manufactur- !PI` ing Division of U.S. Flexible Metallic Tubing Company. 15-7 15-12. Gauges ,and Thermometers : A. Thermometers shall be provided in the steam and chilled water circulating lines and condenser dooling water piping and elsewhere as indicated on the drawings. Thermometers shall have graduations from 30° F. to 2400 F. on a 9" scale. Case and frame shall be of reinforced steel with corrosion resistant finish and a plate glass front. Thermometers shall be of the adjustable angle type union connections and shall be. Moeller Series 90100. Where thermometers are inserted in insulated pipe lines or through insulated metal surfaces, extension necks shall be used as required. S. Pressure gauges and pressure vacuum gauges -shall be furnished and installed on the suction and discharge connections of each piping unit. Pressure gauges shall be Type F-1/2-1079A Duragauge as manufactured by Manning, Maxwell and Moore, Inc. Compound pressure vacuum gauges shall be furnished with 1/4" male N.P. T. hith lever handle cock. Gauges shall be provided with standard graduations suitable for *b.6 equipment on which they are to be used. It is desirable to select a range of 0084duations such that under normal operating conditions the indicator will approxi- mate the vertical position halfway acrossthe scale. Pressure gauges may have bottom or back connections as required by location. 15-13. Duct Work: A. The drawings shall be inspected and if there exist conditions which would limit the guarantee of air delivery or system performance, due notice in writing shall be submitted to the Architect of such conditions prior to starting fabrication. I All duct work and hoods shown on the drawings, specified or required f©r tfie air conditioning, ventilation and exhkust systems shall be constructed and erected in a first.-class workman- like manner and this work shall be guaranteed against noise, chat- ter or vibration and free from pulsation under all conditions of operation. :After %be system is in operation, should these defects occur, they shall , be removed and replaced or reinforced as directed by the Owner. C. Where is necessary that ducts be ,divided, due to pipes or other obstructions which Faust pass through these ducts, the contractor shall, at locatioiZs as noted or directed, provide air stream deflectors in the ducts iso that these obstructions will not interfere with the movement of air. Duct work at these deflectors shall be increased in size to maintain equivalent aiea around deflectors. 15-8 D. Where it is necessary to provide openings through the duct work for the insertion of test apparatus or as indicated, the contractor shall provide at each of these locations a screwed square head plug. Where these plugs are installed in duct work which is insulated, there shall be provided at each plug a metal ring against pjhich the insulation shall be finished and in the ring there shall a«.provided a removable plug of approved insulation material. E. At&NftSftftkk shall be constructed from copper bearing galvanized steel sheets. All edges and slips shall be hammered down so as to leave a smooth finished surface inside the ducts . All slips shall be a t least one gauge heavier than the duct material. All laps shall be in the direction of air flow. All supply duct turns shall be provided with double thickness turning vanes or blades, installed parallel to the air flow and securely fastened to the duct by riveting and of sufficient gauge to pre- vent rattle or vibration during operation of the system. Duct work shall be fabricated in accordance with Table 9, Chapter 12 of the 1963 Edition of the Heating, Refrigeration, Ventilating and Air Conditioning Guide. F. Access panels in duct work tor all dampers, fire dampers and other accessories shall be installed for easy accessibility. G. Bracing-angles and hangers shall be of galvanized sheet steel and shall be installed in accordance with the Guide of 1963 with self-tapping sheet metal screws, but in no case shall hangers be on more than 36=" centers for ducts over 18" and 48" for ducts 18" and smaller. H. Splitters shall be provided at all take-off points to permit adjustment of air volume from each trunk and outlet. Each splitter shall be provided with an accessible regulator of the lock quadrant type but regulators located in finished ceilings of the conditioned areas shall be Young Concealed Regulators, Model No. 315, complete with key model No. 6, as manufactured by the Young Regulator Company of Cleveland, Ohio. Regulators mounted on the surface of the duct in accessible areas where it is not necessary to bring the ccbntrol rod through the finished ceiling shall be Young Valcalor Regulator Model Na, 401A, complete with key Model No. 4, as manufactured by the Young Regulator Company. Splitters sh#ll be fabricated of material heavy e h so as not to flutter or vibrate in the airstream and shall be long and wide enough to completely close off the air to the branch. (Dampers shall be used in exhaust and return ducts in place of the splitters described and shall be located as near as possible to the junction between the branch and the main duct. ) Dampers and splitters shall be securely 15-9 3 15-16. Insulation: A. General: No insulation ,.is to be installed until the system has been rchecked and found to be froe of all leaks. All surfaces shall be clean and dry before attempting to apply insula- tion. B. Boiler shall be factory insulated. C. Boiler Breeching: The breeching and connections Ore to �rrr..�rrrrr Y�r�r�.r. be insulated with hpdrous calcium silicate, Johns-Manville Thermo- bestos, 211 thick. Insulating blocks shall be secured to breeching with #12 gauge stainless steel wire attached to anchors. Insula- tion shall be given two 1/2" coats of finishing cement, Johns Manville #252. The first coat shall be applied over galvanized hexagonal wire. The second coat shall be mixed 2 :1 with #*rtland cement. The finish coat is to be troweled smooth. D. All interior chilled water piping shall be insulated with double thick fiberglas dual to"rature pipe insulation. Insulation shall be applied over clean *urfaces with the pipe at approximately room temperature. Adjoining erections shall be butted firmly together and the longitudinal seam of the vapor barrier jacket shall be sealed with fiberglas Vaporseal adhesive. End joints shall be sealed with 4" factory finished vapor barrier strips applied with fiberglas Vaporseal adhesive at all flanges, valves and fittings and at intervals of not more than 20 feet on continuous runs of pipe. All flanges, valves and fittings shall be insulated with mounded -or fabricated insulation of a thickness equal to that of the insulation on the adjoining pipe, securely fastened in place and covered with a smooth layer of fiberglas Vaporseal adhesive approximately 1/2" thick when in direct contact with the pipe hangers shall be insulated separately and sealed to the pipe insulation. The insulation shall be applied upward along the vertical hanger rod to a point of not less than 12" from the adjacent pipe finish and sealed off. All insulation not otherwise finished shall be finished with factory furnished bands on the out- er layer of insulation. One band shall be applied over each edge of the joint and at the mid-section of each joint. All exposed piping in the equipment rooms shall be covered with a layer of rosin-sized paper and 9 oz. canvas neatly pasted and banded in place. E. All outside chilled water piping shall be insulated as nrrr rrr ■ c r !M r ■• Yuri r above. Insulation shall be given a tack coating of mastic into whtiih a glass cloth shall be imbedded overlapping all ends 311 minimum. A finish coat of mastic shall then he applied. Asphalt impregnated felt shall be secured over insulation by bands with end laps. Cover with a coat of asphaultum. 15-11 fastened so as not to come loose later and pass through fittings where the rod goes through the duct. Fittings shall be fastened to the duct by stove bolts or rivets . Sheet metal screws shall not be used. The locking device on insulated ducts shall be placed on a bracket so that the set screws are on the surface of the insulation. Equipment regulators manufactured by Ventlok of Vent Fabric, Inc. , Chicago, Illinois, may be used in lieu of Young Regulators. I . All duct connections to the air conditioning units shall be flexible connections of Ventfab as manufactured by Vent Fabrics, Inc . , Chicago, Illinois. J. Fire dampers shall be as manufactured by Tropical Metal Products of Tampa, Florida, Model CVFD-16 , installed as per local code. 15-14. Diffuser, Registers and Grilles : A. Ceiling type air diffusers shall be furnished and installed in all locations as shown on the drawings. The units shall deliver the indicated volume of air over the entire area in which it is located without objectionable air motion and at a decibel rating not exceeding 40 decibels. The manufacturer shall guarantee noise level ratings of diffusers. All ceiling diffusers shall have built-in diffusing vanes and high induction jets with removable core assem#ly, all aluminum construction with air volume control and damper. Color to match ceiling tile or as directed by Architect. Design based on Agitair Model Type "RC" as shown on drawing sheet M-2 . Barber-Colman as equal . B. Return Air Registers : shall be heavy duty extruded aluminum linear bar floor type registers with rolled edge plaster frames. All registers shall have damper assemblies . Color to be selected by Architect . Design based on Agitair Model 11LD-0-A". Barber-Colman as equal . C. Exhaust registers and grilles shall be of the size and type indicated on the drawings and of anodized aluminum construc- tion. Grilles and/or registers in finished areas shall be in- stalled with metal plaster rings and shall be provided with sponge rubber gaskets. Exhaust registers and grilles specified herein shall be Agitair, all aluminum construction, Models as shown on drawings . Barber-Colman as equal. 15-15. Outside air ,intake shall be aluminum and as indicated on the drawings and shall be provided with birdscreens and manual dampers . Insect screen shall be provided on outside and bird- screen on inside, as manufactured by Titus, Model numbers as shown on drawings, Tropical Metal Products as equal . 15-10 F. All steam piping shall be insulated as in paragraph above except that insulation shall be one inch thick. In addition, all steam iWing exposed to the elements shall have an additional weather-resfstart4 finish of 55 lb. roofing felt sealed and secured in accordance with the manufacturer' s recommendations. W. The chilled water expansion tank shall be insulated with a glass fiber insulation minimum density of 4.25% with integral asphalt kraft vapor barrier, J-M Spintex 413 VS, 1" thick. The insulation shall be secured with 18 gauge stainless steel wire or 1/2 x .015 S.S. bands on 12" centers. Where required, welded studs, clips or angles shall be provided as anchors for wires or bands. All insulated surfaces shall be finished with two 1/21f coats of J-M No. 352 finishing cement. First coat applied over hexagonal wire. Second coat mixed 2 :1 with Portland cement . 15-17. Steam Boiler : A. Boiler Capacity : The steam boiler shall be Cleaver Brooks Model CBH, Series CAH 700, 20 hp designed for 15 psig steam. The maximum operating pressure will be 15 psig, and the minimum operating pressure will be 5 psig. The boiler shall have op'' a maximum output of 2"5 Btu/hr. , or A'0 horsepower when fired with mixed0gas 2#15 Btu/cu. ft. Electrical power available will be 220 volt, 3 phase, 50 cycle and 115/1/60 for the control circuit. B. General Boiler Design: The steam bailer shall be a four pass horizontal firetube up-draft boiler with five (5) square feet of heating surface per rated boiler horsepower. It shall be moun- ted on a heavy steel frame with integral forced draft burner and burner controls. The complete packaged boiler shall be approved as a unit by Underwriters' Laboratories and shall bear the Under- writers' label. The steam boiler shall be completely preassembled and fire tested at the factory. The unit shall be ready for im- mediate mounting on floor or simple foundation and ready for attachment }of water, steam, fuel , flowdown, electrical and vent connection*A, C. Boiler Shells The boiler shell must be constructed in accordance with ASME Boiler Code and must receive authorized boiler inspection prior to shipment. A copy of the inspection report shall be furnished to the purchaser. 1 . Two lifting eyes must be located on top of the 0011, boiler. 2. Front and rear doors on the boiler shall be hinged or davited. Doors are to be sealed with asbestos tadpole gaskets 15-12 01* and fastened tightly using heavy duty capscrews which thread into replaceable brass nuts. 3. Rear refactory andinsulation shall be contained in the formed rear door which must swing open for inspection of brick work. 4. Front and rear tube sheets and all flues must be fully accessible for inspection or cleaning when the doors are swung open. The shell shall be ' furnished with adequate handholes to facilitate boiler inspection and cleaning. 5. The exhaust rgas vent shall be located near the front of the boiler on the top center line 6 . Observation ports for the inspection of flame conditions shall be provided at each end of the boiler. 7. The boiler shall be equipped with a spring loaded relief door with an asbestos gasket seat. i 8. The boiler insulation shall consist of a 2" fiber- glas blanket under a sectional preformed sheet metal lagging. This insulation must be readily removable and reinstalled, if required. 9. The entire boiler, base frame and other components shall be factory-painted before shipment,using a hard-finish silicone enamel . D. Steam Boiler Trim : The following items shall be in- stalled on the boiler : 1 . Water Column: The water column shall be located on the right-hand side of the boiler and shall be complete with trycocks, gauge glass set and gauge glass and water column blow- down vatves. 2. Feedwater Pump Control (High Pressure Boilers ) : The boiler feedwater pump control shall be included as an integral part of the water column. It shall automatically actuate a motor driven feedwater pump to maintain the boiler water level within normal limits. 3. Low Water Cutoff: The low water cutoff shall be an integral part of the water column. It shall be wired in the burner control circuit to prevent burner operation if the boiler water falls below a safe level. A manual reset device shall be used on this control for high pressure boilers. 15-13 4. Misacel];aneous A steam pressure gauge shall be r 1 ■ Y V located at the front end of the boiler and shall include cook and test connection. Steam p essure controls (for regulation of bur- ner operation) shall be mount#d near the water column. Safety relief valves shall be of a type and size to comply with Code requirements. H. Forced Draft Blower : All air for combustion shall be yr r..r.r Ir rt -■ - .- supplied by & 'forced draft blower mounted in the front boiler door, above the burner, to eliminate vibration and reduce noise level. The impeller shall be cast aluminum, radial blade, carefully balanced, and directly connected to the blower motor shaft. F. Burner and Piping: The burner shall be integral with the front head of the boiler and shall be the high radiant annular entry type approved for operation with natural , manufactured, or mixed gas. The burner shall operate on the High-Low-Off principle and must always return to the low fire position for ignition. The gas pilot shall be the premix type with automatic electric ignt- tion. An electronic detector shall monitor the pilot so that the primary gas valve cannot open until the pilot flame has been established. Combustion air damper and butterfly gas valve shall be controlled by a damper motor which shall regulate the burning rate according to load demand. Ir 1. Gas System: Gas burner piping on the unit shall include a primary gas shutoff valve of the diaphram type. It shall be controlled by the programming relay to start or stop the burner, and to close automatically in the event of power failure, flame failure, or a lora water. condition. Ali additional valve of the lubricated plug type shall be located ahead of the primary gas valve for manual shutoff. G. Burner Flame Failure Controller; The program relay shall control ignition, starting and strapping of the burner and provide both a pre-combustion purge and a post-combustion purge. It shall shut dorm the burner in the event of ignition, pilot, or main flame failure. H. Control lnel: The control panel shall be mounted on the front door of the boiler. It shall be a Nema IA enclosure, and shall beaveniently located for the operator. 1. The panel shall contain the electronic programming relay, blower motor starter, and control snitches. 2. A manual-automatic switch shall be provided to permit continuous firing at the low fire or high fire rate when automatic firing is not desired. 15-14 ► 3. All electrical equipment shall be in conformity with the Underwriters ' Laboratories requirements. oil , heat and moisture resistant wire must be used throughout. I . Efficiency Guarantee: The boiler must be guaranteed to operate at a minimum fuel to steam efficiency of 80 per cent . J . Shop Tests : The packaged boiler must receive factory tests to check the construction, controls and operation of the unit. All tests may be witnessed by the purchaser, if desired. K. Starting Service : After' boiler installation is com- pleted, the manufacturer shall provide the services of a field representative for starting the unit and training the operator. This service shall not exceed two consecutive days. 15-1$. Relief Valve: ASME safety relief type with sealed spring chamber and independent action test lever; bronze body, renewable bronze seat, silicone rubber disc ; rated for 150 psi wwp; Watts Regulator Co. Series 74-174 or approved equal. Capacity shall be not less than that required by the ASME Code. 15-10. Water pressure regulating valve shall be Bell and Gossett. 15-20. Chilled water expansion tanks shall be black steel designed and constructed in accordance with the ASME Code for Unfired Pressure Vessels and of the capacity indicated on the drawings. 15-21. Smoke pipes shall be constructed of iron or steel sheet not less than 10 gauge thick. 15-22. Pumps ; Furnish and install as shown on the plans centri- fugal pumps having capacity, head and horsepower characteristics as listed in the pump ajokedule. Pumps herein specified shall be make and model and shown on drawings. 15-23. Power roof ventilators shall be Penn of Aluminum construc- tion and shall be equal to the size and capacity scheduled on the drawings. 15-24. Hood Exhitust and Supply Fans : Furnish and install on the roof where indicated on the drawings, hood exhaust fans of the capacity and size scheduled. Fans shall be of the centrifugal type with aluminum housing, belt drive, weatherproof motor, multiblade wheels and maximum speed of 1725 RPM. Fans as herein specified shall be Penn. A. Furnish and install Penn exhaust fans in areas as indi- cated on the drawings with registers as required, and shall be 15-15 low Agitair model numbers as shown on drawings ; or Titus as equal . B. Vibration Ifolators : Rubber-in-shear is6lators shall b selected and sized for the individual unit and accessories by the unit manufacturer and as shown in tables published by the unit manufacturer. Durometer rating shall be as recommended by the rubber manufacturer for the loads indicated. C. Controls shall be furnished and mounted by the mechani- cal contractor. t D. Motors shall be mounted on a hinged base for adjusting belt tension. Units shall be provided with open frame, 1800 RPM ball bearing motors. 15-25. Air Handling Units : The contractor shall furnish and in- stall, as shown on the plans, central station air conditioning unit of the type, size and capacity set forth in the following schedule. Unit shall be installed in a neat and workmanlike manner in strict accordance with the manufacturer' s recommendation. Central station air conditioning unit shall be factory built and factory tested products as manufactured by the Trane Company, or Carrier as equal. 15-26 . Unit Ca�a: A. Draw-Through Units : Casing shall be constructed of the best quality steel properly-reinforced and braced for maximum rJoidity with steel angle framework as required. Casings shall bei$ of sectionalized construction consisting of fan section, coil section and drain pan. B. Removable panels in fan and coil sections shall be furnished to provide access to all internal parts. One-piece arc welded drain pan shall be provided under the complete fan and coil section on horizontal units and under the complete coil section on vertical units. Drain pans shall have drain connections on both sides. 15-27. Centrifugal Fans : A. All fans and fan shafts in the central station air conditioning units shall be manufactured by the unit manufacturer. Fans shall be double width, double inlet, multiblade type. All fans shall be statically and dynamically balanced and tested after 'Oro, being installed in factory assembled fan sections. Fans shall be installed on properly sized one-piece hollow or solid shafts as designed and required by the unit manufacturer. Fan shafts shall not pass through their first critical speed as unit comes up to rated RPM. 15-16 e OW B. All units shall have grease lubricated fan bearings mounted externally. 15-28. Unit Insulation: A. Draw-Through Unit Pago : All unit panels shall be insulated with I" blanket fibexejlas type insulation securely fastened to panels with approved adhesive. B. Drain Pan: All drain pans shall be completely insulated with seamlesg, 172-11 cellular sprayed, foam-in-place insulation. 15-29. Steam Coils : A. All steam coils shall be enclosed in an insulated coil section. Coil beader and U-bends shall not be exposed. B. Medium capacity combination filter-mixing box shall be �.I-i x.11 IW furnished with permanent high velocity type filters. Filter areas shall be such that filter velocity is In accordance with filter manufacturer ' s recommendation. Filters shall be accessible on both sides. Filters shall fit snugly to prevent air bypass. C. Damper arrangement shall be of the parallel type and set for merging of air stams inside the box to insure proper mixing. Damper blades shall be locked to splined steel rods which shall rotate on rustproof nylon bushings. This combination box shall have necessary provisions for ceiling or faoor mounting. Each box shall be equipped with duct connection flanges and necessary fastener holes. 15-30. Unit and Accessary Finish: Casings and all accessories with the exception of the coils described below shall be given a protective enamel paint finish. All metal parts, prior to final assembly of the units, shall be chemically cleaned, phosphatized, rinsed three times, hot air blast tunnel dried, automatically controlled pressure paint sprayed, and coated with baked enamel primer finisher. An additional coat of air-dried enamel shall be applied on all exterior surfaces after final assembly and before shipment. 15-31. Coils shall be a product of the unit manufacturer. They shall bee. continuous aluminum plate fin and copper tube type. Fins shall have collars drawn- and belled and shall be firmly bonded to the tubes by means of mechanical expansion of the tubes . No soldering or tinning shall be used in the branding process. Coils shall have a galvanized steel casing no lighter than 16 gauge. Coils shall be mounted in the coil casing to be accessible 15-17 ' ,rf for service. Coils shall be removable from the unit without dis- mantling the entire unit. Dbsign based on Trane Equipment, Carrier as equal. 15-32. Refrigera�n Machine: A. Contractor shall furnish and install, where shown on the plans, a Trane Recip#ocating Cold Generator, Model GC. The unit shall have a capacity of 58.2 tons of refrigeration, cobling 156 gpm of water from 53. 10 F. to 44.00 F. when supplied with 182 gpm of 85° F. condensing water. The condensing temperature shall be 950 F. Pressure drop shall not exceed 15.2 feet of water through the chiller and 9.7 feet of water through the condenser. B. The compressor shall be of the accessible hermetic reciprocating type with 1750 rpm, 220 volt, 60 cycle, 3 phase motor. The compressor shall start unloaded and shall have at least three stages of capacity modulation. The compressor shall have forced feed lubrication utilizing a positive feed reversible oil PUMP C. The unit shall be complete with compressor, condenser, insulated chiller, and pact winding starter, and shall include dual pressure switch, differential oil pressure swifth, expansion valve, solenoid refrigerant valve, safety thermostat, temperature controller, pressure relief valve, charging valve, sight glass and liquid line strainer . The unit shall include a 220 volt control panel mounted and wired and shall be shipped complete from the factory. D. The it shall include an automatic capacity control system operated electrically and shall be controlled by the return chilled water temperature to provide step unloading of the com- pressor and reduced motor input at partial loads. The controls shall be factory assembled in the control panel . E. Electric Control Systems : The automatic capacity con- trol system shall operate on a 220 volt, 60 cycle, single pahse power supply. The controls shall include safety thermostats, noncycling relays for pump down, termianl strip, temperature controller, and on-off hand switches. In response to variations in return chilled water temperature, the controls will act to load and unload the compressors. F. Contractor shall set the Cold Generator on a suitably reinforced concrete pad or directly on the floor if it is suffi- ciently strong to carry the weight of the machine. 15-18 1. Contractor shall furnish and install a chilled water circulating pump and pump motor starter. The contractor shall connect the Cold Generator to the chilled water and conden- ser water lines using flexible connections and shall include an expansion tank and pressure relief valve in the chilled water syst4m. 2 . The contractor shall mount the starter on a wall within sight of the Cold Generator and shall interconnect the starter tq the Cold Generator control box as shown on the wiring diagram. 3. Carrier as equal. 15-33. Cooling Tower : A. Furnish and install a factory-assembled cooling tower of counterflow blow-through design having the capacity to cool 182 GPM water from 950 F. to 850 F. with 790 F. wet bulb temperature. B. Tower construction shall be heavy-duty steel frame with steel panels corrugated for strength. The finish shall consist of hot-dip galvanizing followed by a coat of zinc-chromatized aluminum paint for corrosion protection. C. Fans shall be located in the dry entering air stream for long life and shall be the centrifugal fan type for quiet opera- tion. Fans shall be set to operate against 0.0" external static pressure. D. Drives shall be the V-belt type. Fan motors shall be 5 hp, 1750 rpm for 220 'volt, 60 cycle, 3 pahse operation and shall be weatherproofed suitable for outdoor application. E. Wet deck surface shall be fireproof honeycomb material. F. The spray tree shall be constructed of plastic pipe with closely spaced solid brass non-clog nozzles held in place by snap in rubber grommets. Spray pressure shall be approximately 5 psi. G. Eliminators shall bre hot-dip galvanized steel having three breaks and hooked leaving edge. They shall be furnished in easily handled sections . a H. Standard accessories provided shall be inlet screens having quick-disconnect fasteners, a metered bleed line built in to the tower, a perforated metal strainer with fiberglas screen covering, a brass make-up valve with large diameter plastic float ball arranged for easy adjustment . 15-19 I. Tower capacity control shall be via modulating dampers located in the centrifugal- fan discharge. J . A discharge. plenum arranged for hori2ontal air discharge and complete with access door shall be furnished. K. Unit base dimensions shall not exceed approximately Operating weight shall not exceed 2875 lbs. L. The cooling tower shall be Baltimore Aircoil Model E-60. 15-34. Duct Insulation : A. All supply and return ductwork in the furred-down areas shall externally be insulated with 1-1' 2" thick fiberglas similar and equal to Owens-Corning Fiberglas, Type IV (FRK) with reinforced foil vapor barrier, UL labeled, flame spread 25, smoke developed 50. Before application, the surfaces of the ducts shall' be cleared free of grease and foreign matter and all surfaces completely dip. The insulation shall be applied to the sides of ducts with fire resistant adhesive in 3" wide strips on roughly 12" centers. The end joints are closed with a 2" overlapping vapor barrier flap and a 2" joibt flap is farmed to cover the longitudial joint. Adhe- sives shall be similar to Minnesota Mining Company #EC-1128. Lap shall be continuous on all four sides of ducts. Any breaks in the vapor seal shall be patched using the backing maerial herein- before specified, sealed with EC-1128 to insure a proper vapor seal . All joints shall be taped with glass fab. B. Supply air duct in the lower level over office area and up in kitchen air from A.H.U. #1 shall be internally lived as specified on drawings. The lower level ducts shall be internally lined to furred down area only. Type IV (FRK) duct insulation shall be applied for balance of duct on lower level. . 15-35. Electrical Mork: The air conditioning and. heating contrac- tor shall furnish and install all motors, starters, controls and switches necessary to the operation of all equipment furnished and shall furnish and install all power and control wiring from the disconnect to the equipment. Wiring and equipment shall conform to the requirements of the Electrical Section of these specifica- tions and the National Electrical Code. Starter for the condens- ing unit shall be as indicated on the plans. 15-36 . Cleaning� and Adjustments : Upon completion of work, the contractor shall clean, oil and grease all fans, motors and other running equipment and apparatus which he installs and make certain all such apparatus and mechanisms are in proper working order and 15-20 ready for test. The steam system shall be filled with a solution of one pound of trisodium phosphate per 50 gal. of water and shall be operated for 24 hours at maximum temperature with all pumps operating. The system should then be drained and thoroughly flushod with water before refilling. 15-37. Instructions : The contractor shall, at the completion of the work, provide a competent and experienced man, thoroughly familiar with the work, for a period of 3 days to instruct the Owner in operation of equipment and control systems. A. The contractor shall furnish 3 complete sets of operat- ing instructions applying to each piece of equipment installed in conjunction with this contract. An "As installed" diagram of all control wiring and operating instructions shall be framed behind a glass and mounted on the wall of the equipment room. B. Provide engraved metal or plastic tags on valves, etc. , to facilitate explanation of operating instructions. 15-38. Acceptance: As a precedent to requesting a final inspec- tion, the cgntractor shall : ' A. Complete all work required under his division of the specifications. B. Balance all s%sst-ems, furnishing typed data showing the final observed results after all adjustments have been made. C. Furnish the required operatinginstructions and wiring diagrams and mount one copy of each under glass in the equipment room. D. Acceptance will be made by the Architect on the basis of tests and inspection of the job. The contractor shall furnish the necessary pechanics to operate the system, make necessary adjust- ments and assist with the final inspection. All fuel (LP gas ) , water, electricity and other utilities, until final acceptance, shall be furnished by the contractor. 15-39. Guarantee and Service; In addition to the guarantee of equipment by the manufacturer of each piece of equipment specified herein, this contractor shall also guarantee such equipment and shall be held for a period of one year from final acceptance test to make good any defect of material or workmanship occurring dur- ing this project, without expense to the Owner. The contractor is to furnish service for one year from final acceptance of the con- tract for all portions of the system. Such service will include 15-21 a lubrication, cleaning of filters , necessary adjustments and/or replacements of all defective equipment and materials furnished. Light bulb replacement guarantee shall be limited to 10 days after final acceptance. Replacement of throw-away type filters shall be at the Owner ' s expense. The air conditioning contractor shall replace any loss of refrigerant for a period of one year without cost to the Owner. 15-40. Record Drawings : The contractor shall dubmit neat and legible "As Built" reproducible tracings to the Architect wherever the work differs from that shown on the original drawings. 15-41 . Alternate Bid: See drawings Sheets M-lA, M-2A and M-3A. A. A separate bid is required for "Alternate Bid", as shown on drawings M-IA, M-2A and M-3A, Mechanical Work. Furnish and install as listed on drawings all equipment, materials and labor required for a complete job. B. Specifications for base bid also apply to alternate bid, with the exception of change in sizes of certain pieces of equip- ment **d. as shown on alternate drawings. 15-22 SECTION 16 - MISCELLANEOUS METAL WORK & WEATHERSTRIPPING 16-01. General : Work under this section includes furnishing and erecting all steel work including columns, struts, beams, channels, brackets, plates, anchors, bolts, nuts, reinforcing steel to complete work as shown on drawings or as may be required for a complete job. 16-02. Materials and Workmanship: A. Structural steel shall conform to Standard Specifications of ASTM for steel for Buildings, A9, latest edition. B. Paint: Steel shall receive one shop coat and one field coat of an approved rust-inhibiting paint. C. Wire mesh shall be 6" x 6" 10/10 gauge welded wire fabric for slabs on grade. D. Reinforcing bars shall be new, clean, intermediate OIPOI billet steel , free from rust and scale. E. Anchor bolts shall be 1/2" x 1011, set with malleable iron washers. All exterior bolts and washers exposed to the weather shall be double-dipped galvanized. F. All exterior angles which are exposed to the weather shall be galvanized. G. Architectural_ castings shall be similar and equal to those manufactured by J .G. Braun Co. , aluminum and as detailed on the drawings. H. Fireplace damper shall be "Donley Bros. " cast iron or approved equal . I. Weatherstripping: 1. Exterior Wood Doors : Sill member shall be made of extruded bronze, 4:1/21' '; 5/811 2. Spring bxonze type weatherstripping at jamb and head shall be flexible, flat spring bronze nailed 1" o.c . to jamb and opened up to tension so that it makes a continuous contact with door. Bottom of doors shall be rebated and equipped with flexible bronze hook to provide contact with lip of threshold. " 16-1 SECTION 17 - GLASS GLAZING & STORE FRONT METAL 17-01. Glass & Glazing: A. General : All glass, unless otherwise specified, shall be similar and to that manufactured by Pittsburgh Plate Glass Company, Blue Ridge Glass Corporation, or Mississippi Glass Company. Leave labels on glass until final clean-up. B. Glass type shall be 1/4" tempered Solar Gray glass as manufactured by Pittsburgh Plate Glass Company or approved equal . C. Putty and glazing compound shall be especially designed for sash glazing. Pittsburgh product or approved equal. D. ettin 1. All glazing shall be performed by experienced glaziers and workmanship shall be the best. Glass shall be set without springing or forcing. Before commending glazing, remove from glazing surfaces any material to which glazing compound will not adhere. Any work that is disturbed before putty has set shall be touched up before completion. 2. good Sash Doors : Glass shall be bedded in putty and held in place with stops of the same material as the door. 17-02 . Mirrors : All mirrors shall be of p6lished plate glass, mirror glazing quality, size shown, edges slightly beveled. Mount with silver rosettes in accordance with the manufacturer' s recom- mendations. Mirrors shall be equal to Pittsburgh. 17-03. Store Front Metal : A. Shop Drawings : Submit complete shop drawings for approval showing all fabrication and erection details, locations, qualities, hardware, and any other pertinent information required to determine compliance with the specifications. Shop drawings shall show accurate locations for the roughing-in of floor closer boxes and approved detailed dimensioned drawings shall be for- warded to the General Contractor for accurate layout of the floor OW closer installation. B. Entrance: The building entrance shall be fabricated from standard store front and doorway sections as detailed, as 17-1 f �F I manufactured by Pittsburgh Plate Glass Company or Kawneer. 1 . Doors and Side Lights : The Contractor shall furnish and install doors and matching fixed side lights as detailed. Doors shall be of the size shown on the drawings. Integral hardware shall be of aluminum finished as specified hereinafter. Fixed side lights shall be of the size shown and furnished with hardware to match the doors . Each door shall be equipped with the following hardware: a. One pair of push plates conforming to design, size and type detailed. Furnish matching push plates for fixed side lights. b. Floor closers, desianed for the weight doors specified. C . Threshold and closer cover plate, as detailed . d. Dead lock minus cylinder. The installation of the doors and side lights shall be in accor- dance with the manufacturer' s written directions and subject to the approval of the Architect. 2. Door Frames : The Contractor shall furnish and install frames indicated on the drawings. Frames shall be style number shown on the drawings made of suitable aluminum alloy. C. Glass for all store front sash openings shall be tempered Solar Grayg aslasl s, rough textured on both sides, manufactured by Pittsburgh Plate Glass Company, or approved equal. 17-04. Cleaning and Replacing All work of this section shall be thoroughly protected until the clean-up and final inspection of the work. When directed by the Architect, remove all protected coatin#s and devices on the exposed parts and thoroughly clean with a mild soap and water. All glass shall be cleaned and then polished with a soft absorbent cloth to prevent scratching. (Scratched glass will not be acceptable) . After the glass and store front type doors have been cleaned, they shall be barricaded and locked and all traffic to and from the building shall be through other entrances. The Contractor shall be responsible for final acceptance by the Owner . All cracked, broken or imperfect glass, and glass that cannot be cleaned properly, shall be removed and new glass installed. 17-2 SECTION 18 ACOUSTICAL TILE 18-01. General : A. The installation shall be made by an approved acoustical contractor. B. Work required includes all labor, materials, equipment and service necessary to install the acoustical tile or panels on ceilings of areas as indicated on the drawings and/or the schedule of room finishes . C. No work is to be started untileall glazing has been completed and all exterior openings closed in. All wet work, including repent, plastering, terrazzo, etc . shall be completed and dried ott to the satisfaction of the acoustical contractor before work is started. Temporary or permanent heat shall be furnished by others to provide uniform temperatures of at least 600 before, during and after installation of acoustical tile. D. The acoustical contractor shall be responsible for the examination and acceptance of all surfaces and conditions affect- ing the '#r©per installation of his materials, and shall not proceed until all unsatistory conditions have been corrected by others . 18-02. Materials : A. The acoustical material shall be Safetone Acoustiform Mat Faced 5 8"x241'x48", lay-in panels as manufactured by the Celotex Corporation. B. Suspension system materials shall include: 1 . Main T-runner and cross T-s lines fabricated of minimum .02011 thick cold roll-ed electro-galvanized steel double web section or equal . Main runners and cross T' s shall have a 1" exposed face. 2. Hanger wire shall be fabricated of cold rolled electro-galvanized steel at least- 12 gauge thick. 3. Edge moulding shall be a channel-shaped section fabricated of .020" thick cold rolled electro-galvanized steel . 18-1 4. Hold-down clips are required by UL to prevent lifting of panels under unusual draft conditions. 18-03 �Installation: A. Installation system shall be 1-hour time-rated assembly installed on exposed suspension system with penetrations. (Design No . 43-1 Hour) . Direct hung from structure above. This contract shall include main T-runners 48" o.c. attached by wire hangers spaced 48" o.c. B. To complete a 241lx48" grid, 48" cross T-splines shall be installed 24" o.c . at right angles to the main T-runners. 3 18-2 f SECTI©N 19 - ASPHALT PAVING 19-01 . Sub-Grade: A. The sub-grade shall be brought to a firm, unyielding surface by rolling the entire area to be paved. B. The sub-grade shall be stabilized and compacted with suitable equipment to a density of not less than 95% of the maximum density. C. Grades and lines are to be established by the Contractor according to required finished grades as approved by the Architect . 19-02 . Base and Surface Treatment : A. The base shall consist of limerock compacted to a total thickness of 4�11. Materials and placing shall be in accord with Florida State Road Department standard specifications . B. The wearing surface shall consist of 2" thick finish application o�e IIAsph tic-Concrete. Materials and placing shall be in accord with standard specifications. 19-03. Finish: Special precaution shall be observed to the end that an even and uniform distribution of bituminous material shall be obtained. Excessive deposits of bituminous material upon the road surface caused by stopping or starting of machine, by leakage or otherwise shall be immediately removed. 19-1 SECTION 20 - DUMBWAITER 20-01. General: Furnish and erect complete electric Roto Waiter with car 36" wide by 36 deep, capacity of 500 lbs, to travel a distance of 11 feet at a speed of approximately 50 feet per minute, serving two !stops with 2 door openings. Equipment shall be as manufactured by Sedgwick Machine Works, 80 Eighth Avenue, New York City 11, or equal approved by Architect. 20-02 . Current : Available electric power shall be 220 volts, single phase, 60 cycles. 20-03. Machine shall consist of single speed, high torque electric motor with completely enclosed gearing mounted on steel beams secured directly to steel guide rails. Electro-magnetic brake shall be spring set with adjustable tension, magnetically released and energized only when motor is running. Steel roller chain shall be hardened and ground, and shall run over steel sprockets with phosphor bronze bushings. Chain drive shall be Sedgwick endless type to prevent car over-travel from any cause. 20-04. Car shall be of stainless steel, reinforced substantially for heavy duty, and fitted with one removable shelf. Car shall be suspended by special extra-flexible steel hoisting cable running over machined sheaves rev*lving on ball bearings mounted on steel platform. Car shall be provided with suitable guide shoes. 20-05. Counterweight, if required, shall equal weight of car and approximately 40% rated capacity, be rigidly constructed and provided with adjustable guide shoes. 20-06 . Guide rails shall be steel rigidly braced and secured together at intervals not exceeding 5 feet . 20-07. Control shall be fully automatic, permitting car to be called and dispatched from both landing levels by momentary pres- sure on push buttons. Full magnetic type controlleD shall be mounted in steel cabinet with hinged door located adjacent to machine. Landing switch and cams shall be provided to automati- cally stop car at both landing levels. 20-08. Overload safety and slack cable switch shall be provided in combination to prevent overloading of car beyond predetermined and adjustable,point, and to shut off current if car is obstructed in its up or down movement . 20-1 20-09. Hoistway Doors : Furnish and set Sedgwick bi-parting double stainless steel asbestos-filled doors at each opening served by the dumbwaiter, complete with frames, vision panels and stainless steel sills. Sedgwick steel hinged access door and frame shall be furnished at location convenient for access to machine. Sedgwick steel hinged cleanout door and frame shall be furnished at bottom of hoistway. Doors shall bear 1j hour label of Underwriters ' Laboratories, Inc . 20-10. Door interlocks shall be provided for hoistway doors to prevent 'oreration of Roto-Waiter unless doors are closed and to prevent opening of any door except when car is at the door. 20-11. Installation shall be by manufacturer, or by authorized local representative, or by local mechanics in accordance with manufacturer ' s directions. 20-12 . Werk by others shall include supports for machine beams and guide rails, suitable hoistway enclosure; also electric power feeders to Rota-Waiter control,, indluding manually operated fused line switch. 20-13. Car Equipment : A. Car Light : A suitable flush-type light fixture shall be provided in car, with trail cable for connection to light outlet provided by others in the hoistway. B. Car Door : A bi-parting stainless steel car door with electric contact shall be provided .for each car entrance. 20-14. Signal System : Door open bell shall be furnished on the car to sound when an operating button is pressed while a door or gate is open. 20-15. All doors and frames shall have all exposed surfaces of stainless steel. , 20-2 4' DEPARTMENT OF BUILDING � CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. 314j " . PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date A qt,— +- __is_ZC2 Valuation$ 3.000. 0 0 Fee 9- 00 This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of Ls. This is to certify that Wm. Tinney Construction Co. has permission to build crarbage Storage building Classifications business �rtne Owned-by Sea 2111 : Turtle Rest. Lot Block _,S/D House No 1 Ocean Blvd. According to approved plans which are part of this permit ANDNOTICFO TINGS NMCUSTE E FORMS BEFORE POURING. PERMIT VOID SIR MONTHS AFTER DATE OF ISSUE ♦-� ► 0 Building material, rubbish and debris Zfrom this work must not be placed in i public space, and must be cleared up and hadled away by either contractor or owner. R. C. VOgel Building offleW. FOR OFFICE PERMIT USE ONLY NUMBER DATE CONTRACTOR PLUMBING ELECTRICAL SEWER WATER - .,..•ti�i '1..1+«J a ham` �k r r wg x s f a � a` ar, ..� �t�'3t to� y,� �' N �" �,'� x��'}�-•y,'� "✓T ��' �dr �''�zR v�y t� DEPARTMENT OF BUILDING FOR OFFICEJS ONLY 0 3 CITY OF ATLANTIC BEACH, FLOR�MA Date A 3 19,7_3 Permit # Fee $ 00 Application for �ermit for Valuation $ A0,ovd miscellaneous Alterations, HOUSE # 4 and Repair. . DESCRIBE: 5�77 S1 6N S (State if to repair, alter, add to Or move building, erect avvings, signs, etc. ) Building on: Lot No. I Blk No. Sub.Div. Addres _Valuati $ Owner #s Name, BUILDINGS Building use - Residential or Business OCCUPANCY What Plumbing work to be done? Size of Present Bldg. Size f Extension Lot Size No. of stories now . . .- After altered ____;4aterial of roof Material of Presen_tBUildin9_____.Material of Exten��ion NECESSARY PLANS TO BE SUBMITTED HEREWITH OIL BURNER OR GASO I LINE EQUIPMENT Name of Oil Burner or Gasoline Pump, Type or Model Name and Address of ManUfactuker . .th In connection herewi ' lication is also made to install-. , p gal. capacity tt kO. *ade of �agge. metal qtqUnd_ ' �_TU_nder or (Name of Manufacturer) iUndi:�� or Abo—ve) F of build,:,Ln or __Trn-5-1-creo� out6lue—j— (NMe or- urchaser FURNISH DRAWING S140WING �ENTIRE LAYOUT ON RE - VERSE SIDE 02- THIS BLANK A A,I wh (State -r ocor" OWM-1 -pk oJ ectr7n"g*tl�=441 Material Of Constr ction IlluminatedL_.Type Of illuminAtion Will sign be over public property? -(StaEe ;Wfiev."er 'Lamps or Neoh) SUB141T DRAWING, SHOWING CONSTRUCTI2N OF SIGN 8ND METH0.11.) Or. HMGING WRITE ADDITIONAL INFORMATION BELOW (Fer canvas awnings provide dimensioned ,drawing. on reverse side) -PSI EPWM IMP LRTANT NOTICE: In consideration of permit given for doing the work as-described in the akove statement, we hereby. agree to perform said work in accordance with the attached plans and Specifications, which are a art hereof# and in 8ccordance with the building regulations of the : C4ty of Atlantic Beach. (Southern Standard Building Code) . 000� 0001Nk 'Signature of . Builder or owner t!11j11�11=WACZk31 11' Addres Phone No. �}1r" TWItG Fns a 'FxCE use ONLY s BUCK, FWRM Date . �.�._..� . ,�.. Permit # Fe19e mp Ams etion :fob; Parts t valuation $ Mato. A1tetions Rousse DESCRIAN: " _20 0 (state if to repair, alter, add toor move building erect awnings ,. br-signs, etc,) Building on.- � # +.:.... ilk Nb,* ,r�r .+.+�+.. 4�4 b.Div Address iTB .tt + #� $._ `dt ' BUILDINGS & QCCUPACY Nui,lding Useor Business 5 What plumbing work to s (lona? � Si*b of Present Bldg Siam- ct tenei, n Lot size: Material of Roof of stories now after altered Material of Present ,Building Material cif Extension ST SIGNS Size Uiasa3foat3 on (state whether ground# roof, wail, pr4� Ing banner) Material of Con atr+ition .Illuminated? Type of il],umination (State whether lamps or neoat) Will sign be over,public Property? SUBMIT DRWING SOMA, CONSTRUCTION°OF SIGN AND METHOD 4 ' HANGING WRITS 1AWITIO14M INPOPMATION s=w ". (For canvas awnings" provide dimensioned drawing on dej 1Pv , xr�Pc,�RTAi+rr c C�: In consideration of permit given for doing the Work as described in the above statement, we here b!y agree to perform said work in lans and e pecifieations, which are a accordance with the, at0t+ched p hereof, end i acciordance with the building regulations of the City of Atlantictbh 0outhern Sta rd'' uilding 'C e) mature Bu'1cer or r l�Zess ph ne Date........'............................19; i4 4 I CITY OF. .. #Waft& RmodswR44i& t 7/21/72, RECEIVED FROP.i THE CITY OF ATLANTIC BEACH, PLANS ON LOT NO. 4, 5, & 6 PART THEREOF BLOCK NO. 36, ATLANTIC BEACH, FLORIDA. SEA TURTLE RESTAURANT, INC. PERMIT # 83 dated 4/25/67. X� BUILDING PERMIT APPLICAT*& JURISDICTION OF APPLICANT TO COMPLETE SECTION A ONLY SECTION A JOB ADDRESS - b ( A LEGAL LOT N57--7 BLK. TRACT 1 DESC R. ([]SEE ATTACHED SHEET) 2 OWNER MAIL ADDRESS Zip PHONE CONTRACTOR MAIL ADDRESS PHONE LICENSE NO. 3 4 ARCHITECT OR DESIGNER MAIL AD SS PHONE LICENSE NO. _ ENGINEER MAIL ADDRESS PHONE LICENSE NO. 5 6 CLASS OF WORK: 9�11EW PADDITION ALTERATION RREPAIR MOVE REMOVE 7 BUILDING CHARACTERISTICS C.PRINCIPAL TYPE OF FRAME G.DIMENSIONS A.PROPOSED USE GROUP MASONRY NUMBER OF STORIES_. RESIDENTIAL NON-RESIDENTIAL -WOOD FRAME TOTAL SQUARE FEET OF FLOOR _STRUCTURAL STEEL AREA,ALL FLOORS.BASED ON ❑ONE FAMILY DWELLING ASSEMBLY -REINFORCED CONCRETE EXTERIOR DIMENSIONS -OTHER -SPECIFY TOTAL LAND AREA,SQ. FT. []TWO OR MORE FAMILY DWELLING; [-]BUSINESS (OFFICE) NO.OF UNITS H.NUMBER OF OFF-STREET EDUCATIONAL D.TYPE OF HEATING FUEL PARKING SPACES []HOTEL,MOTEL,DORMITORY, ENCLOSED NO.OF UNITS []FACTORY-INDUSTRIAL -GAS OUTDOORS -OIL []GARAGE HAZARDOUS -ELECTRICITY I. RESIDENTIAL BUILDINGS ONLY -COAL []CARPORT [] INSTITUTIONAL -OTHER-SPECIFY NUMBER OF BEDROOMS OTHER-SPECIFY MERCANTILE E.TYPE OF SEWAGE DISPOSAL NUMBER OF BATHROOMS STFULL AGF � 0���� _PUBLIC OR PRIVATE COMPANY � 4 �OtF�fG ❑OTHER-SPECIFY _PRI VATE (SEPTICTANK,ETC.) PARTIAL F,TYPE OF WATER SUPPLY _PUBLIC OR PRIVATE COMPANY _PRIVATE (WELL,CISTERN) B. NON-RESIDENTIAL- DESCRIBE IND TAIL THE PROPOSED USE OF THE BUILDINg. 8 VALUATION OF WORK A. BUILDING$ B. PLUMBING$ C. MECHANICAL$ D. ELECTRICAL$ E. OTHER$ F. TOTAL VALUATION -907290 . 07D I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULAT- ING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION, SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) R N i � ` BUILDING PERMIT APPLICATION � JURISDICTION OF APPL=ICANT TIS COMPLETE S CTifJN A t)NLY SECTION A .ode Aa��e�ss Y "[7ESCR. LOT NO. BLK. TRACT ([-]SEE ATTACHEDSH€ET) 01R?NE`R MAIL ADDRESS ZIP PHONE CO#VTtACTC1R MAIL.ADDRESS PHONE LIC€NSE NO.. X ICI }"{'Ir*CT dR'I ESiONER MAIL ADO ESS PHONE Y LICENSE N17. ''ENGINEER MAIL ADDRESS PHO E LICENSE NO. s 6 CLASS OF WORK:. EW FIADDITION ALTERATION FREPAIR MOVE []REMOVE 7 BUILDING CHARACTERISTICS C.PRINCIPAL TYPE OF FRAME G.DIMENSIONS -A.PROPOSE,() USE GROUP MASONRY NUMBER OF STORIES RESIDENTIAL NON-RESIDENTIAL —WOOD FRAME TOTAL SQUAB FEET 0 FLOOR _STRUCTURAL STEEL AREA,ALL F, ORS,BASED ON GONE FAMILY DWELLING []ASSEMBLY --REINFORCED CONCRETE EXTERIOR DIMENSIONS 3 —OTHER-SPECIFY TOTAL LAND AREA,SQ. FT. [ TWO'OR MORE FAMILY DWELLING; Q BUSINESS (OFFICE) NO.OF'UAl1T5 H.NUMBER OF OFF-STREET EDUCATIONAL QTYPE OF HEATING FUEL PARKING SPACES [3140TEL,MOTEL,DORMITORY, ENCLOSED ND•OF UNITS — AS FACTORY-INDUSTRIAL _GO LS OUTDOORS oG4RAGE []HAZARDOUS —ELECTRICITY 1. RESIDENTIAL BUILDINGS ONLY _.COAL }CARPORT [�INSTITUTIONAL -SPECIFY NUMBER OF BEDROOMS' 1 Q OTi IER-SPECIFY MERCANTI LE STYPE OF SEWAGE DISPOSAL NUMBER OF BATHROOMS „ � STORAGE FULL ' - - �L+ - -- _,PUBLIC OR PRIVATE COMPANY []OTHER SPECIFY T PRIVATE(SEPTIC TANK,ETC.) I PARTIAL F,TYPE OF WATER SUPPLY _PUBLIC OR PRIVATE COMPANY —PRIVATE (WELL,CISTERN) B. NON-RES,10 TI, IN ETAIL THE PROPOSED USE OF THE BUILDING. A VALUATION OF WORK A. BUILDING$ B. PLUMBING$ G. MECHANICAL$ D. ELECTRICAL$ ' E OTHER.$ F. TOTAL VALUATION ��� �' ' • r I:HEREBY CEOTIFY THAT i HAVE REAP AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS `rr ;T'Y.PE OFWb#K.:.WILL gE COMPLIED WITH WHETHER SPECIFIED THF- ORANTING OF A PERMIT -DOES NOT l � E AUTHORITY TO VIOLATE OR CANCEL THE � Y OTTWEA STATE OR LOCAL LAW REGULAT' IIG O�[�II(XN C7WTHE PERFORMANCE OF CONSTRUCTION. I� S�GI�1fiTUFIE CaF GONTRACI OR OR AUTHORIZED AGENT t (DATE) t I ATt� OI*, INNER I•kP R 0,U R) Gry BUILDING PERMIT APPLICATION JURISDICTION OF APPLICANT TO COMPLETE SECTION A ONLY SECTION A JOB ADDRESS CEZIAL DESCR. LOT NO. SLK. TRACT ([:]SEE ATTACHED SHEET) 2 OWNER MAIL ADDRESS ZIP PHONE 3 CONTRACTOR MAIL ADDRESS PHONE LICENSE NO. F 4 ARCHITECT OR DESIGNER MAIL ADDRESS PHONE LICENSE NO. 5 ENGINEER MAIL ADDRESS PHONE LICENSE NO. 6 CLASS OF WORK: EW ADDITION ALTERATIONREPAIR MOVE ]REMOVE 7 BUILDING CHARACTERISTICS C.PRINCIPAL TYPE OF FRAME G,DIMENSIONS A.PROPOSED USE GROUP MASONRY NUMBER OF STORIES RESIDENTIAL NON-RESIDENTIAL -WOOD FRAME TOTAL SQUARE FEET OF FLOOR -STRUCTURAL STEEL AREA,ALL FLOORS.BASED ON []ONE FAMILY DWELLING [ASSEMBLY -.REINFORCED CONCRETE EXTERIOR DIMENSIONS ]TWO OR MORE FAMILY DWELLING; [-]BUSINESS (OFFICE) _OTHER -SPECIFY TOTAL LAND AREA,SQ. FT. NO.OF UNITS H.NUMBER OF OFF-STREET 7EDUCATIONAL D.TYPE OF HEATING FUEL PARKING SPACES nHOTEL,MOTEL,DORMITORY, ENCLOSED NO.OF UNITS F-]FACTORY-INDUSTRIALGOALS OUTDOORS GARAGE QHAZARDOUS _ELECTRICITY 1. RESIDENTIAL BUILDINGS ONLY _COAL QCARPORT '~ 7 INSTITUTIONAL —OTHER-SPECIFY NUMBER OF BEDROOMS QOTHER-SPECIFY MERCANTILE E.TYPE OF SEWAGE DISPOSAL NUMBER OF BATHROOMS STORAGE FULL _PUBLIC OR PRIVATE COMPANY. ❑OTHER-SPECIFY —PRIVATE (SEPTIC TANK,ETC.) {PARTIAL F.TYPE OF WATER SUPPLY _PUBLIC OR PRIVATE COMPANY _PRIVATE(WELL,CISTERN) B. NON-RESIDENTIAL- DESCRIBE IN DETAIL THE PROPOSED USE OF THE BUILDING. 8 VALUATION OF WORK A. BUILDING$ B. PLUMBING$ C MECHANICAL$ D. ELECTRICAL$ E. OTHER$ F. TOTAL VALUATION HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULAT- ING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.- I I SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) a SIGNATURE OF OWNER(IF OWNER BUILDER)" IDi4TEI Date........:.........................19�..`' ................................lqi�_..Z Permit ---•Fee Fee .........�* CITY OF ATLANTIC BEACH -/� ; Valuation $.................. ..... FLORIDA House ............................................................................ APPLICATION FOR BUILDING PERMIT ........................................................................... .............***.......................... Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- Ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date...........................April 6 67 .............................................119... ... Owner.14i!� Sea Turtle ........................ Restaurant Inc. lantiC Bch. Fla* ' . ............. ................. ...------- ddre. ................. .....I..........Tel ephone No249!7994.1... Architect...4oRi.q....C......Hol.l.o.way Jr. _,...................................Addres&.4aX:t...AeAqkll....f4-!.......Telephone No244-5.13.0... Contractor BuildeThiRrp Construction Co._,... Inr_ Jax. Beach Fla. —4855 ................thereof X................ _,'wess............................. .......................Telephone No?o Lot No�.;t5��...8r- 0_&- Part ereo 36 ................... .._-Block No...............................Sub Division...A-��!�ntic Beach,__....fla........... "All ................................ _Zon 2.5....Atlantic....Blvd. 0-c-dan d ...................... ........ .........Street.... .......... ....Side Betweepc'e''a--------------.........................and......Ahern Valuation 150 9 000-00 t ................................................Ste. .For what purpose will building be used.Re------- .......................Type of constructioggip- & Masonry ------------------------------- Restauran Dimensions of Buildingl?V4 X 117 ...............Amensions of L441.-T'....x....2.06.01 14" Cone. Piles - ----------- .•. ...........Size of Footings ...........................•...... see ........ Size of Pierss-See---Drws...,.....Size of Sills................--_ ---------Greatest Sill Span in ft..........................Type Roof 4,�npp............ How will Building be Heated?.....E-le-c...t.......ric................................Will Building be on Solid or Filled Ground?.......___...__.. ..._.....Filled .......... ... Size of Ceiling Jolsts,..4e!�....P P-.------ Distance on Centers............. -* ......... ................................ Greatest Span...____.__._.._......_...................... vp See Drws. Size of Floor Joists...... .................._.....----_---.-,Distance on Centers.._..... .........I......-.......... Greatest Span.-----........................_..........._ 01' Size of Rafters...............See.. Drws._ Distance on Centers........ .... ..-.... ................ ........... ............................ Greatest Span...._....---...._.................... to This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE 1;hERV S'&' Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is In place and ready to pour footing. 2. When steel Is in place and ready to pour columns and/or lintel. m Z Z 3. When steel Is In place and ready to pour beam. 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. 7. Electrical inspection by City of Jacksonville. r~n 0 8. Final inspection. PO Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT R,6.4. 81 v 1 In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work In accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the City of Atlantic Beach. T 98 South Penman Road Signature of Builder_T.... ..r ....Con n....CCL.,Vlnc ddre a q:.. 't 8s--J'aX-.3eAXh-,....Fla-,............................................. Signature of Owner.. . .......... ........ Address XF., KI 1701 Xf Ro _K1 RQ c,wy, COPy If ------- FIT LOUIS C . HOLLOWAY, JR , A R C H I T E C To I A April 21, 1967 Mr . Murray H. Bennett, City Manager City of Atlantic Beach, Florida 716 Ocean Boulevard Atlantic Beach, Florida 32003 Subject : Sea Turtle Restaurant , Altantic Beach, Fla. Job No . 67-4. Dear Murray : Forwarded herewith are the plans, specifications and building permit application for the Sea Turtle Restaurant . Three sets of these plans and specifications are now being considered by the Hotel and Restaurant Commission, and I am confident that they will be approved by Monday. I would appreciate it if you would review these drawings prior to the City Commission meeting on Monday night . Then, if they are acceptable to the City, you might ask the Commission to pass on the plans at that time, subject, of course, to the approval of the Hotel and Restaurant Commission if for some reason their consideration should be delayed. This procedure would save us a wait of two weeks until the next Commission meeting. Sincerely, Louis C. Holloway, J . A R C H I T E C T LCH:hbr Encl. 315 1 1 th AVE. N. JACKSONVILLE BEACH, FLA. 3 2 0 5 0 CH 6 - 5 1 5 ^ CITY OF . . . �!� cc l3ea�r�-� a April 24, 1967 REPORT ON NEW CONSTRUC'TION FOR Tris: SEA TURTLE RESTAURANT I spent some time in the County Engineer 's office today to establish the right-of-way for Atlantic Blvd. It seems that No. 4 lot on all of our drawings is 52.7 ' -ZeroX the Ocean End and 37.7 ' on the Beach Avenue End. The total distance facing the Ocean of Lots 4, 5, 6 and 7 is 208.7 ' , and on the Beach Avenue side is 193.7 ' . The plat book No. 8, page 2, shows that the Atlantic Blvd. has a 100 ' right-of-way, and this is dated November 1921. This takes up 15.90 ' off the Southern side of Lot No. 4. Possibly there are some later maps or surveys that have been made of the property. We have the hotel and Restaurant Commission's stamp on the drawings of the new Sea Turtle Restaurant and these have been marked up by them. The structure of the new building seems to be in order and is to be used entirely by them for Restaurant purposes. We need to know all sub-contractors, and once we approve the drawings, if there are any structural changes during construc- tion, I am going to request that the City of Atlantic Beach be advised before any such changes are made. Murray H. BLnn-ett, rCity Managr April 24, 1967 REPORT ON ,NEW CONSTRUCTION FOR THE SEA TURTLE RESTAURANT T spent some time in the County Engineer 's office today to establish the right-of-way for Atlantic Blvd. It seems that No. 4 lot on all of our drawings is 52.7 ' .fto# the Ocean End and 37.7 ' on the Beach Avenue End. The total distance facing the ocean of Lots 4, 5, 6 and 7 is 208.9 ', and on the Beach Avenue side is 193.7 '. The plat book No. 8, page 2, shows that the Atlantic Blvd. has a 100` right-of--way, and this is dated November 1921. This takes up 15.90' off the Southern side of Lot No. 4. Possibly there are some later maps or surveys that have been made of the property. We have the Hotel and Restaurant C ,, 'ission's stamp on the drawings of the new Sea Turtle Restaurant and these have been marked up by them. The structure of the new building seems to be in order and is to be used entirely by them for Restaurant purposes. We need to know all sub-contractors, and once we approve the drawings, if there are any structural changes during construc- tion, Z an going to request that the City of Atlantic Beach be advised before any such changes are made. Murray H./Bennett, City Manager April 34, 1967 RBPMT CK NXW CONSTRUCTION FOR TM SBA T4ItTLB RESTALMANT I spent saim a time in the County Btsgineer's Office today to establish the right-of--way for Atlantic Blvd. It seems that No. 4 logit an all of our drawings is 52.7',t(* the Mean Bad and 37.7' OR the Beach Avenue Bud. The total distance facing the Ocean of Lots 4, '3, b and 7 is 348.7 ', and On the Beach Avenue side is ,193.7 '. The plat book no. 8, page 20 shwas that the Atlantic Blvd. has a 104' right•of-wuy, and this is dated November 1921. This takes up 15.90' Oft the Southern side of Lot No. 4. Possibly there are some later maps or surveys that have been mad* Of the property. NO haver the Hotel and Restaurant C=amission's staff► On the drawings of the new Sea Turtle Restaurant and these have been marked up by theta. Tore structure Of the new building seems to be in order and is to be used entirely by them for Restaurant, purposes. We need to know 411 sub-contractors, and once we approve the drawings, if there are any structural changes during construc- tion, I eat geeing to request that the City of Atlantic Beach be advised before any such changes are made. i Murray B. Bemrtett, City Manager 1 J` April 34, 1967 RRPORT CR MW COMSTRUCTION FOR THR BRA TUATLR X&TAURAW I spent own bars in the County lueor`s office today to establish the riot-Of-way for Atlantic alvd. it sac that Bo. 4 lot an all of eur draxinps is $2.7' 4WG* the OCOM Sad and 17.7' on the Beach Avenue Rad. The total "Stance facing the ocean of Lets 4, d, 6 and 7 is 204.74* and on the Dow* Avomme, side is 193.7'. The plat 'book Be. 8, page i, *hew that the Atlantic Blvd. has a 1000 right-of-way, and this is dated Bovenbor 1991. This takes up 13.908 off the Southern side of Lot No. 4. Possibly there are sees later maps at surveys that have been as" of the Property. we have the Rotel and Restaurant Com"Osion a 4 stow on the drawings of the neer Bea Turtle Restaurant and those have been marked up by these. The structure of the now building seems to be in order and is to be used entirely by these for Restaurant purposes. We nerd to know all sub-coutracters, and once we approve the drawi,nys, It there are any structural ed"Mwos during construe- tion't I an 9n to request that the City of Atlantic Beach be advised before any such changes, are Reade. *"raw R. Bennett, City etaeeaW f I Aril 240 161 aa1!mT m mu conTaucTion r(a Tm d imna a �A�taa ' *peat sorts tuwe is the cow ty inew*a of!!ar tomw to establtob the VL$btw4t- W for Atli mUe Alvd. it surra that rro. 4 lot as all of +ter durawLs" jo $2.1' the 00"a ih sad 37.7' so tbo boack Ave=* aaad. The total #Ut&am t'aobW the 00"m of low" 40 S• i acrd 7 is 208.7'0 OM an the Amt 6160 Is 195.7#. The plat book No. 4• ~ 2 a shower that the Atl mus Blvd. has a 100' Aright-of-wwo, and thla is dated November 1991. This takes up 15.+90' off the south wa side of Lot No. 4. Pesslbly there are sores lateen *A** Or surwws that heft bit Oder of time prrope rtr. We harry the t*1 sad aeeetaWaat Ceenwrrlasioa's staap on the dsaWlaga of the a" $00 2%rtlo it+rata rant acrd Ib*" have boom mod UP bV lots► Tb* strwtatucO of the aew bulldi" seam to be 10 order am 1r to be used peat x*lp by tbow fw aestowast 0'w ' • ft aced to know all sub-costrasftwoo and am* we &waft the dr&wiergs, 1f thea* ase sal/ stsx tterral ahaaVW lder" a5 a ttr tiorx, i as 90189 to Iregaast that the cite Of Atiaa to ftemb be adr►is" before ow suck ah"Ves ase Vie. /� *ire* 7 city manaw