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1 SEWALL STREET- YMCA - BUILDING JACKET ' f r Certificate Number: B-16-594 Permit Number: B-16-594 Commonwealth of Massachusetts City of Salem This is to Certify that the Building........................................................................... located at ' Building Type 1-U3 SEWALL STREET in the ..:................................._City of Salem............................................... ............................................................................................................................... Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY C/o SALEM YMCA This Permit is granted in conformity with the Statutes and Ordinances relating thereto, and expires ...............................Not Applicable....................._....... unless sooner suspended or revoked. Expiration Date , Issued On: Tuesday, December 13, 2016 '"� I've • W�NIIS � � w o,V . o N Certificate Number: B-16-594 Permit Number: B-16-594 Commonwealth of Massachusetts City of Salem This is to Certify that the ....................................................................................Building........................................................................... located at Building Type 1-U3 SEWALL STREET in the Ci o..Salem ............................................................................................................................................ ............................................!J J . . . .................................................. Address Town/Clty Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY C/o SALEM YMCA This Permit is granted in conformity with the Statutes and Ordinances relating thereto, and expires ...............................Not Applicable unless sooner suspended or revoked. Expiration Date Issued On: Tuesday, December 13, 2016 f c� w vacua nc I� CITY OF SALEM Cbmmonwealth,of Massachusetts ` City of Salem r�- l 120 Washington St,3rd Floor Salem,MA 01970(978)745.9595 x5641 Return card to Building Division for Certlgcate of Occupancy _ Permit "°. . 8.,6.5 4 PERMIT TO BUILD FEE PAID: $3,487.00 DATE ISSUED: 26! 3/2016 This certifies that SALEM YOUNG MENS CHRISTIAN ASSO/ACCTS PAYABLE has permission to erect, alter, or demolish a building _,1-U3 SEWALL.STREET Map/Lot: 260438-801 as follows: ' Other Building'PermiY TENANT FIT OUT TO INCLUDE'CONVERT EXISTING POOL BUILDING (SM. POOL) TO FITNESS ROOMS &ACCESS CORRIDER. MODIFY;EXISTING LADIES' LOCKER ROOM TO CREATE CORRIDER TO NEW FITNESS AREA. ALSO;"'NEW FLOOR FRAMING, STEEL & CONCRETE, SUSPENDED CEILINGS, FL'OORING,`HVAC, SPRINKLER & ELECTRICAL. Contractor Name: WILLIAM JENNINGS DBA: WJJ PLANNING &CONSTRUCTION Contractor License No: CS-062246 +�'0 ' 6/23/2016 Building Official 4 Date This permit shell be deemed abandoned and invalid unless the work authorized by this"permit is commenced within six months after issuance.The Building Official may grant one or more extensions not to exceed six months each upon written request. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. t All construction,alterations and changes of use of arty building and structures shall be in compliance with the local zoning bylaws end codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open fon pubk inspection for the entire duration of the work until the completion of the same. !` The Certificate of Occupancy will not be issued until air,applicable signatures by the Building and Fire Officials are provided on this permit. H IC#: "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.I42A). ,. ✓- Restrictions: q. Building plans are to be available on site. All Permit Cards are the property of the PROPERTY OWNER. Commonwealth of Massachusetts ;riJ, Citv of Salem 120 Washington St,3rd Flow Salem,MA 01970(978)745-9595)5r>41 - Return card to Building Division for Certificate of Occupancy Structure CITY OF SALEM BUILDING PERMIT Excavation PERMIT TO BE POSTED IN THE WINDOW t Footing INSPECTION RECORD Foundation Framing ��✓ w - Mechanical ` Insulation INSPECTION: BY IN DATE Chimney/Smoke Chamber Final •� Plumbing/GW Rough:Plumbing Rough:Gas Final 10 Ftiaa Electrical ` Service Rough //1/41,1/fir. - 6FInal Fireilepartment Preliminary I " - rFinal f Health Department ~ Pr itninarL3e . . Certificate Number: B-16-594 Permit Number: B-16-594 Commonwealth of Massachusetts City of Salem This is to Certify that the Building located at ......................................................................................................................................................................................... Building Type 1-U3 SEWALL STREET in the Ci o_ Salem ...............................-........................................................................................................... ............................................h .f .. . . ................................................. Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY C/o SALEM YMCA This Permit is granted in conformity with the Statutes and Ordinances relating thereto, and expires ...............................Not Applicable unless sooner suspended or revoked. Expiration Date rA41- ` Issued On: Tuesday, December 13, 2016 N51rivs dO ASIS Gy WMA �dlaNp�� Cbmmonwealth-0f Massachusetts a" 9 City of Salem s s 120 Washington St,3rd Floor Salem,MA 01970(976)745-9595 x5641 Return card to Building Division for Certificate of Occupancy Permit No. B-16-594 PERMIT TO BUILD FEE PAID: $3,487.00 DATE ISSUED: 6/23/2016 This certifies that SALEM YOUNG MENS CHRISTIAN ASSO/ACCTS PAYABLE has permission to erect, alter, or demolish a building 1-U3 SEWALL STREET Map/Lot: 260438-801 as follows: Other Building Permit TENANT FIT OUT TO INCLUDE CONVERT EXISTING POOL BUILDING (SM. POOL) TO FITNESS ROOMS &ACCESS CORRIDER. MODIFY EXISTING LADIES- LOCKER ROOM TO CREATE CORRIDER TO NEW FITNESS AREA. ALSO, NEW FLOOR FRAMING, STEEL & CONCRETE, SUSPENDED CEILINGS, FLOORING, HVAC, SPRINKLER & ELECTRICAL. Contractor Name: WILLIAM JENNINGS DBA: WJJ PLANNING &CONSTRUCTION Contractor License No: CS-062246 tj 6/23/2016 Building Official Date This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance.The Building Official may grant one or more extensions not to exceed six months each upon written request. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. HIC#: "Persons contracting with unregistered contractors do not have access to the guarantyfund•(as set forth in MGL c.142A). Restrictions: Building plans are to be available on site. All Permit Cards are the property of the PROPERTY OWNER. Commonwealth of Massachusetts fo-\ / City of Salem 3 A 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595 x5641 Return card to Building Division for Certificate of Occupancy kms"+ Structure CITY OF SALEM BUILDING PERMIT ° PERMIT TO BE POSTED IN THE WINDOW x Excavation Footing INSPECTION RECORD Foundation Framing \A1 i l tai Mechanical �� Insulation INSPECTION: BY DATE Chimney/Smoke Chamber 1 Final wY L dill In Plumbing/Gas Rough:Plumbing Rough:Gas Final Electrical UE Service Rough Finalto{�/� �/ ,�. L/ _ _ •_/L Firef3epartment �e Preliminary Final Health Department Prelimina' Final Plans must be filed and approved by the Inspector before a permit for erection will be granted, duplicates of which when approved by the Inspector shall be kept at the building, during the progress of the work. City of Salem No. Ward j,.cwwc� e� Cn LU y APPLICATION �4®I .. �� LICENSE #0f3z 13 s FOR TEL.#' "---�=�5 -)0....._T�t� ERMIT TO BUILD ADDITION OR MAKE ALTERATIONS Salem, mass., TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit to build according to the following specifications: Owner's name and address Salem YMCA, One Seawall Street, Salem, MA 01970 Architect's name Graham/MPus Inc. Architects Mechanic's name and address ?4LtiAfZ0 1= &i YHsPi SfJa (p M,2 r- go:,Mbas� Location of building, No. One SeaAll Street Addition What is the purpose of building? New Swimming Pool and Physical Fitness Center Material of building? Brick Veneer If a dwelling, for how many families? Size of Addition: No. of feet front, 63'-2" ; No. of feet rear,63'-2" ; No. of feet deep,93 '-0" No. of stories? 2 No, of feet from the level of the ground to the highest part of the roof? 30 '-0" How near line of the street? 62' How near line of the adjoining lot? 5.5 ' What will be the means of access to the roof? Roof Hatch Fft on 18" Steel ; 16" Steel Size of floor timbers, Ist 2nd 3rd ; 4th-; 5th Span, 22'-11s" Distance on centers? 2 '-6" on 2nd 4'-0" on Roof Size of carrying timbers? 2-W36 X 21OW/Bottom P1. 2 2nd F1 W30 X 99 @ Roof Distance of supports on centers? 22 '-11�" What kind of support?. CMU Bearing Walls. Will the building be erected on solid or filled land? Solid What is the material of foundation? Reinforced Concrete Will the roof be flat, pitched, mansard or gambrel? Flat (Sloped to Scuppers) Material of roof covering? Ballasted Single Ply Membrane Will the building be heated by steam or hot water or hot air? Hot Air No. of brick walls? 3 (Exterior) Where located? Exterior Thickness? 4" Brick + 8" CMU Will the building conform to the requirements of the law? Yes Estimated cost $950,000.00 Q Signature of applicant L`y _ REMARKS SIG CD UNDER PENALTY OF PEP.URY �w1S'f1Z.UGTI \� Qc 2 2 '110tJ 'Tl] 'i t�'F_ � I; Zu1(.C)w 1ucutx_t A 45 wt/o6 x 7S'--(4 S�jtMntgrg as n l� G>±ti�2 hao I�,I f-Lu 06S RA 060- No. —�l Ward— APPLICATION ardAPPLICATION FOR PERMIT TO BUILD ADDITION OR MAKE ALTERATIONS Location I Sj,/,(1^ 34 a / Y/MC , PERMIT GRANTED AppSov� ^ , I Building Inspector ARCHITECT'S O NETECT O FIELD REPORT CONSULTANT ❑ AIA DOCUMI.NI 6711 NCLD ❑ PROJECT: ��y�/"5 H� Tye FIELD REPORT NO: Jr CONTRACT: ] ARCHITECT'S PROJECT NO: j8&;7 DA1Fl 11MF }}}},, 22..nn ��rn,,,ii WEATHER �/�-��- 0 ° U ':V rY•I _ Ora ti.J1.lJ . TEMP. KANGF. 3Uj - J ESI. % OF COMPLETION CONFORMANCE Wl I'l I SCHEDULE (1-, —) MWORK rIINWPROGRESS � Q�-l(�� /Go�� 6F\(Of'�, I'Rf.SENT AT SITE LV�Tl laxl ? Nl5r I��°3` OfNi NNJ a M1�fiDNHIa \J(M i vw G"" F1131NG OBSERVATIONS : AI L:ypQ.lt7� t� �b �_Pctti� g18f1�11��IfJd l�btZT isMlr 'MU�L�� Pt NO CWCT 5 NW Mt/ , OrR ONO Lo Ow MV UJILI_ P6119hl MlsMltle ®t` ar oate ' ITEMS TO VERIFY 07 INFORMATION ON ACTION REQUIRED N C-1; 110 ATTACHMENTSIe(N1KJ 1 REPORT By AIA DOCUMENT 6711 • 112 I ICC'I'S HELD RLPORI OCIOBER -1972 LDI I ION AIAU a 1972 11 If AMI RICAN INS]I 11.11'1: 01 AKCI 11'1ECIS, 1735 NEW YORK AVE,, NW, WASHINGTON, D.C.20006 page of pages RENE MUGNIER ASSOCIATES, INC. STRUCTURAL ENGINEERS 66-70 UNION SQUARE SUITE 204 SOMERVILLE. MA 02143 PHONE (617) 6665566 FAX (617) 666.4115 January 22, 1992 Sk)-140 Mr. Dan Meus Graham Meus, Inc. 224 Clarendon Street Boston, IIIA 02116 RE: Salem YMCA Dear Dan: On Friday, 1/17/92, Alexander Dorfman, P.E. , from my office was at the site to observe the masonry walls, where we had expressed concerned during previous a visit. During this visit, Mr. Dorfman probed the blocks with a hammer at several locations, particularly at the position of the piers where the heavy steel beams will be supported. Some holes were also drilled so as to verify that the blocks were filled solid where they are supposed to be. We also noticed that the walls have been shored, but did not verify its adequacy as that is the responsibility of the Contractor. We also received confirmation from Mr. Turner that the reinforcement had been placed and was inspected prior to grouting. Strong of this information, it is our professional opinion based on our observations and qualifications, that the walls have been built in accordance to our drawings. Very truly yours, Rene Mugnier, F _ -,.�.Pr . :pal RENE MU31\11ER•AS, FA7 iINC. a RM/psf 4.0 Encl :photos cc: Bob Turner 1 y 4q Wl V; olik r f• l � qA Fa p � s x ' a kW�� P. 15 rlyin.44 Y`..S I Ram rk J�4^U M�+'1WM! w.n4rc..x av"r'" ry} ,yG�yYr4y "'yy` r+`x°q�yxF�N aia4 rY. +o-ik1 it 1 41 il € t • � R 5 �y w�',�r1pA M!C t i r �tqF 4a q' i4Y e � a P y5�i'".47 ! a, e a s �, 01 �4 y i Kd> ru v 4 t i st t � v � 1i A�3�Y'i'M°; Nh��t4yn °@o�1 i`l rY 1 �P�L3w�d�Sr .3'A+ d •..1..1' �l r i 70 Jaconnet Street Newton Highlands, MA 02161 T Tel.: (617) 332-8460 Trow Protze Consulting Engineers FAX: (617) 332-3914 Project No.TP-03469-A January 3, 1992 TEST OF GROUTSPECIMENS CLIENT TURNER BROTHERS,EASTON, MASSACHUSETTS PROJECT SALEM YMCA Rel'erenceNumber 91L-1476 Date Received 12-30-91 Date Sampled 12-27-91 by you !i Location Used Wall@ E1, top courses P eight b @ elev. 17.4" --� Batch Number s Class 3000 psi @ 28 days Proportions 1-21/2 Cement 2 Sacks Iron Clad Type 1/I1 Sand 24 82 shovels southeastern mason's sand Water To make(heated @ 990F) Admixture None Time Sampled 10:30AM Weather Fair, 3601 Mix Temperature 640F Consistency Flowable Appearance Satisfactory Storage Healed enclosure,then laboratory Cog room Date of Test 1-3-92 Age of Test 7 days Specimen Number GIA Dimensions 3x6" Density lbs/cu.ft. 143 Compress Strength psi 3620 Remarks Strength good Respectfully Submitted, 'PROW PROTZE I-Turner e A division of Trow Engineering Consultants, Inc. S1100070 Jaconnet Street Newton Highlands, MA 02161 Trow Protze ConsultingEngineers Tel.: (617) 332-8460 gneers FAX: (617) 332-39143914 Project No.TP-03469-A December 31, 1991 TEST OF CONCRETE SPECIMENS CLIENT TURNER BROTHERS, EASTON, MASSACHUSETTS PROJECT SALEM YMCA RefcrenceNumber 91L-1470A Date Received 12-26-91 Date Sampled 12-24-91 by us Location Used Nordi elevation,CMU wall 25th course northeast corner Batch Number 4 Class Type S (1800 psi @ 28 (lays) Proportions I-1/2-3 1/2 Cement I sack iron clad type 1/11 Lime 1/2 " Minuteman Type S Sand 18 shovels SOULheaAern Mason's sand Water To make Admixture None Time Sampled 9:00ANI Weather Fair, 340F Concrete Temperature 460 Consistency Trowelable Appearance Satisfactory Storage Inside enclosure,then laboratory fog room Date of Test 12-31-91 Age at Test 7 days Specimen Number M2A Dimensions 3x6" Density lbs/cu.ft. 130 Compressive Strength 2500 Remarks Strength good Respectfully Submitted, TROW PZE 1-Tumor —�/!J A division of Trow Engineering Consultants, Inc. 70 Jaconnet Street Newton Highlands, MA 02161 Tel.: (617) 332-8460 Trow Profte Consulting Engineers FAX: (617) 332-3914 Project No. TP-03469-A December 31, 1991 TURNER BROTHERS EASTON, MASSACHUSETTS INS SECTION OF MASONRYLM YMCA REFERENCE NUMBER 91C-1909 DATE OF INSPECTION December 24, 1991 TEST SPECIMENS Series No. M2A-D Proportions 1-1/2-4 Batch 4 Consistency Trowelable LOCATION OF WORK CMU Wall North & West Elevations, courses 18 to 25 REMARKS We observed the construction of the CMU wall along the North elevation. Units were laid to the line with a 3/8" bed, head and end joint. Bond wire and wall ties were positioned every other course. The interior face of the wall was tooled and brushed. Reinforcing bars were positioned in the cells as specified. These cells will be grouted at a later date. The area of work was protected from the wind with an enclosure. Cement, sand and stock were protected from the weather with tarps. The mixing water was clean, potable and heated to an average temperature of 910F. The methods used were satisfactory. INSPECTION TIME 3 1/2 hours (8:OOAM - 10:OOAM + travel) INSPECTOR M. O'Brien 1-Turner A division of Trow Engineering Consultants, Inc. �J ER ARCHITECT'S O CNITECT ❑❑ FIELD REPORT CONSULTANT AIA DO(UMLNT 0717 FIELD ❑ /I PROJECT: Cf A ( �, FIELD REPORT NO: CONTRACT: ARCHITECT'S PROJECT NO: 61)92 . DAIL 2J (�2 TIME (Q ,� WEATHER (J QC TCMP. KANDE 35°- 45° IS 1. % OE COMPILEION CONFORMANCE WITH SCHEDULE (-1-, —1 WORK IN PROGRESS PRESENT AT SITE GMU W16. g c(ININ(55 fig, NatiC. =VitS 7—coNmcgog INC. MtFm MSNgx L�• tIM r-^ -Pl 1 � ' f6. UD Ago : a" Mae INC. OBSERVATIONS Nj,6o0IY Ot MKAB M6(tUNC--,2> % fLUmmo, �lEcTIVCt°� 1 ITEMS TO VERIFY INFORMATION OR ACTION REQUIRED ATTACHMENTS RI-PORI BY: I AIA DOCUMENT 0711 • AMHA LC I'S HELD RITOKI OCCI UIILK '1972 I.UI I ION AIAQ9 U 197! 1111. ARIL RICAN INSTI FUI Ii 01 ARCI 11 I'l CTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C.20006 page of pages RENS MUGNIER ASSOCIATES, INC. suituit�c �E�'T STRUCTURAL ENGINEERS :70 UNION SQUARE SUITE 204 SOMERVILLE. MA 02143 P �NE (61?1,69A' FAX (617) 666.4115 WE G_;w .7 P,)TY OE SALEM,IAS : Janilary 22. 1992 90-140 Mr. Dan Meus Graham Meus, Inc. 224 Clarendon Street Boston, MA 02116 RE: Salem YMCA -61u Dear Dan: On Friday, 1/17/92, Alexander Dorfman, P.E. , from my office was at the site to observe the masonry walls, where we had expressed concerned during previous a visit. During this visit, Mr. Dorfman probed the blocks with a hammer at several locations, particularly at the position of the piers where the heavy steel beams will be supported. Some holes were also drilled so as to verify that the blocks were filled solid where they are supposed to be. We also noticed that the walls have been shored, but did not verify its adeauacy as that is the responsibility of the Contractor. We also received confirmation from Mr. Turner that the reinforcement had been placed and was inspected prior to grouting. Strong of this information, it is our professional opinion based on our observations and qualifications, that the walls have been built in accordance to our drawinos. Very trulyyours I Rene Mugnier,, P ,-Pr ipal RENE MUGNIER AS, IAT .r:'INC. n G_ CID RM/osf ams c c 4.0 Encl :photos cc: Bob Turner - cz � it s U ~ V) CIO (V 1 • wh +fV al. a ` F {" �' to .+•:..i {,a ,%��. � s E. Sa g —.7 sa1rlm ASSOCIATES, INC. JOB Structural Engineers SHEET NO. OF �2 • •. TE • � ASSACHUSETTS •2143 .. (617) 666-5566 FAX (617) 666-4115 CHECKED BY DATE :1 S � t GRANA 22 ECLAIRENDON SITREET JTRANSMITTAL LETTER BOSTON,MA 02116 JPROJECT: o?7N-R �11M�• ARCHITECTS Nav (MMIN6 ffM PROJECT NO: $ IZ G�mo -VIIII=(J14� JTO:eKN M(LDINO ' C�MT- DATE: 04F,- • 54%LW 6 V4 . 1 rJl I KA%. 01170 . ATTN: I ' FOR YOUR: ❑approval ❑distribution to parties Llinformation ❑review and comment &'re//cord ❑use ❑ THE FOLLOWING: ❑Drawings ❑Shop Drawing Prints ❑Shop Drawing Reproducibles ❑Specifications ❑ Product Literature ❑Samples ❑Change Order ❑ COPIES DATE ITEM No DESCRIPTION Mao 5 wo l fJ REMARKS: COPIES: J BY: ARCHITECT'S OWNER R O Ft:ELD REPORT CONSULTANT ❑ ,S AIA DOCUMI.NI 0711 FIELD ❑ PROJECT:_ '( )«CA' �aFW >�i Tlt i l'i(7 Fes• FIELD REPORT NO: 4-" CONTRACT:�- �tu�o. vF�=ct f.��(� nfC-AARCHITECT'S PROJECT NO: Imaz DA TIME 8 r� r�•I WI.AIHER ) 9]8°• o DAI -- r.�'Y'::!\4'x"5=r 'TEMP. RANGE I:S I. / OF COMI'LCTION CONFORMANCE WITII SCI 11 RULE ( I-, -I WORK IN PROGRESS�I`�'�JTL/I�'I () Gri(J �!1'�t J PRESENT Al SITE Fxtr✓MN 71 ricrfl arte)el --� uc:C-- f�tel,:T C7 . 9!)l o ENiM MI�F�ING OBSERVATIONS 6ml KewpwFu rlgmlNc:l f'T Ews nt�611t t;�NG - tN 'fttr�f ��f tyir N'�tv SV�IK oCr�iC7 GMl f��GNlh7{{�lt�> �T STIRi�TUI�I,- l�lC�i`!'d�.�:"c�. DE��N. Sf�'t1Gli7(�i�L 1`i�r�t1(`K� R NES! 0 a ATffL HAD V��ffi `i�l�_� otzT IS GOPy (� FC�L.iOW UP L>r1'b:t< TO TttF I TEMSTOVERIFY J:( J, j` �U il�iu-lam IV VC.�tVt� SIIvvIV1Y �l-- IIY W�f�vll n� t`�GY J�ffi `jf j Nap OyRJG VX f� i WftllS CGiVGiRhl�. USIA IN �'VIDUS FIELD INFORMATION OR ACTION REOUIRED ATTACHMENTS I'Lu,(�y�` �1l �lll-� 1J°i y �6•+' �°I I��-�CJ_t lL% \(int REPORT BY: UII/y�t� AIA DOCUMENT 0711 • T I-IIIEC'I'S HELD KLI'OR'I OCTOBER '197'! I'DI I ION AIAl9 • U 1971 111E AMI:kICAN INSII IUTI[ OF AKCIII'ILCIS, 1/35 NEW YORK AVE., NW, WASHINGTON, D.C. 2000b page of pages RENE MUGNIER ASSOCIATES, INC. STRUCTURAL ENGINEERS r- 66-70 UNION SQUARE SUITE 204 SOMERVILLE, MASSACHUSETTS 02143 JAN it PHONE (617) 6663JN 566 FAX (617) 666-4115 i i I j Jan,aary 17, 1992 I`' li Mr- Bob Quiiano CIb1HAM/MEU° "`✓ Graham Meus, Inc. 224 Clarendon Street Boston, MA 02116 RE: Salem YMCA Dear Bob: This commentary is a follow-up to our recent letter to you dated 1/5/92 where we reported to our findings during our 1/3/92 site-visit. These photographs were taken during that visit: Photo i and 2 indicate the fact that the wall had not been shored at the time of our visit, and that it was erected to the second level, which made it impossible to observe the reinforcement. Photo 3 shows, as we noted in other holes, debris of broken blocks in cavities where grout is supposed to be provided. This is again improper, as those holes must be free of debris; to allow the concrete full and proper bonding to the bars. Photo 4 indicates the areas where the windows had been misplaced. Photo 5 shoes the area where the blocks were erected above the level where they were supposed to be stopped, and concrete anchored into the wall. Photo n indicates that there are not always double bars on the side of the opening as well as other problems depicted above. Per our conversation with Mr- Bob Turner, Alexander Dorfman of our office will visit the site on Friday, 1/17/92. With a hammer we will probe the blocks where the rebars are supposed to be. If he doubts a condition, a hole will have to he drilled. lie will also verify the existence of ties in the piers ,here the steel beams will be supported- Following this testing, and provided we receive a letter from Mr. Turner stating that the bars were put in place, we shall then be able to properly evaluate the wall. Should you have any questions regarding the above, please do not hesitate to contact me. Very truly/ curs„ Rene Muen i , p „ Principal RENE MUCK '. 4 SOCIATES, INC. I(M/psf 1 �'4CA Sale � JOB RENE MUGNIER ASSOCIATES, INC. Structural Engineers SHEET NO. OF 66.70 Union Square Suite 204 CALCULATED BY1.3.32 SOMERVILLE, MASSACHUSETTS 02143 DATE (617) 666.5566 FAX (617) 666.4115 CHECKED BY DATE SCALE R tfl It I � n ;� 9f : t a f I . I , I. �t `!i4C�1 Salmi ' RENE MUGNIER ASSOCIATES, INC. JOB Structural Engineers SHEET NO. OF 66-70 Union Square Suite 204 CALCUATEDDY 1.3.92 SOMERVILLE, MASSACHUSETTS 02143 DATE (617) 666-5566 FAX (617) 666-4115 CHECKED BY DATE SCALE ery ^J I f ay v. l .... • N � - r • 1 10{ .. P � .: � � �. .. • � , � : � � �� . . �9� . �� i ; +„ � i !�,~ 6 '�I "6' p ;a” � �k , .is ! :,-, .� ,T',; r c °.;" �` 1 1 p � w n �. .� � ..� �'«t:is .-�F�p �'' 1, � R� �a � r M:� y � F { : r y nn�. r ki:. � � �F ft"��Tki h� V,x? it � i�r4�¢, ��r 3rJ �� pp r � ��f / w , ��F {a��Jd � ,�� A q.'. �P45:. ��'T �� }.1 q� ' '.�� 1 r. � 1t'�K�� y Y � �I �a pl r' E e �' '�,/ 4 '�'"4'� � f � t i ( , � , ;I : : , �� ° ° � d rF JCB �'"ir:A Sal nm RENE MUGNIER ASSOCIATES, INC. Structural Engineers SHEET NO. OF 66-70 Union Square Suite 204 CALCULATED BVDnrE 1.3.92 SOMERVILLE, MASSACHUSETTS 02143 (617) 666-5566 FAX (617) 666-4115 CHECKED BY DATE SCALE . --1 ter•' - .. ....... 1 L.... 4f3 b . , x y • ly � �ttt?�w ` HIODLCINIII�WYWi11f611PmW1®,4x..aWM Wv.011)I.Ioalu MaYf IULLIPEF I�OUJTlSBbO , 70 Jaconnet Street Newton Highlands, MA 02161 T Tel.: (617) 332-8460 Trow Protze Consulting Engineers FAX: (617) 332-3914 Project No.TP-03469-A February 3, 1992 February 24, 1992 TEST OF GROUT SPECIMENS CLIENT TURNER CONSTRUCTION,EASTON, MASSACHUSETTS PROJECT SALEM YMCA, SALEM, MASSACHUSETTS Reference Number 92L-51ABCD Date Received 1-27-92 Date Sampled 1-24-92 by us Location Used Wall E1.5-3 to clev. 12' Batch Number 6 Class 3000 psi @ 28 days Cubic Yards 1-2 Cement 2 Sacks Iron Clad Type I/I1 Sand 24 Shovels Lynn Builders Supply mason's sand Water 13 gallons Admixture None Time Sampled 8:20AM Weather Fair, 48OF Mix Temperature 60OF Consistency Flowable Appearance Satisfactory Storage Inside,then laboratory fog room Date of Test 1-31-92 2-21-92 Age of Test 7 days 28 days Specimen Number G4A G4B G4C G41) Dimensions 3x6" 3z6" 3x6" 3x6" Density lbs/cu.ft. 133 133 133 133 Compress Strength psi 4280 6630 6890 6650 Remarks Strength high Respectfully Submitted, TROW PROTZE 1-Turner A division of Trow Engineering Consultants, Inc. 70 Jaconnet Street Newton Highlands, MA 02161 Tel.: (617) 332-8460 Trow Protze ConSUlting. Engineers FAX: (617) 332-3914 Project No.TP-03469-A February 7, 1992 TEST OF GROUT SPECIMENS CLIENT TURNER CONSTRUCTION,EASTON, MASSACHUSETTS PROJECT SALEM YMCA, SALEM, MASSACHUSETTS Reference Ntunber 92L-56A Date Received 1-29-92 Date Sampled 1-28-92 by us Location Used Wall 2,2,A-C.5 to elev 18'8" Batch Number 8 Class 3000 psi @ 28 days Proportions 1-2 Cement 2 sacks Iron Clad Type I/H Sand 24 Shovels Lynn Builders Supply mason's sand Water 14 gallons Admixture None �n Time Sampled 1:45PM Weather Snow,30oF iµ C'Q — r-=r Mix Temperature 64OF -.ter:•; v� -- Consistency Flowable APPeardnce__. .., , ..., Satisfactory Storage Inside,then laboratory fog room Date of Test 2-4-92 2-25-92 Age of Test 7 days 28 days Specimen Number M6A G613 G6C G61) Dimensions 3x6" 3x6" 3x6" 3x6" Densitylbs/cu.ft. 136 136 --134 135 Compress Strength psi 5320 7040 6990 7060 Remarks Strength high Respectfully Submitted, TROW PROTZE 1-Tomer A division of Trow Engineering Consultants, Inc. 70 Jaconnet Street T Newton Highlands, MA 02161 Tel.: (617) 332-8460 row PrOfte Consulting Engineers FAX: (617) 332-3914 Project No.TP-03469-A February 7, 1992 TEST OF MORTAR SPECIMENS February 25, 1992 CLIENT TURNER CONSTRUCTION,EASTON, MASSACHUSETTS PROJECT SALEM YMCA, SALEM, MASSACHUSETTS Reference Number 92Lf55ABCD Date Received 1-29-92 Date Sampled 1-28-92 by us Location Used Wall 2,C.5-E to elev 18'8" Batch Number 5 Class Type S (1800 psi @ 28 days) Cubic Yards 1-1/2-4 Cement 1 sack Iron Clad Type I/II Lime 1/2 sack Minuteman Type S Sand 23 Shovels Lynn Builders Supply mason's sand Water 11 gallons Admixture None Time Sampled 9:35AM Weather Cloudy,25OF Mix Temperature 630F Consistency Trowelable Appearance Satisfactory Storage Inside,then laboratory fog room Date of Test 2-4-92 2-25-92 Age of Test 7 days 28 days Specimen Number M6A M613 M6C M61) Dimensions 3x6" 3x6" 3x6" 30" Density lbs/cu.ft. 130 130 130 130 Compress Strength psi 2700 4040 4140 4240 Remarks Strength good Respectfully Submitted, TROW PROTZE 1-Turner A division of Trow Engineering Consultants, Inc. 70 Jaconnet Street Mr Newton Highlands, MA 02161 Trow PrOfte Consultin Engineers Tel.: (617) 332-8460 g gneers FAX: (617) 332-39143914 Project No.TP-03469-A February 3, 1992 TEST OF MORTAR SPECIMENS February 24, 1992 CLIENT TURNER CONSTRUCTION,EASTON,MASSACHUSETTS PROJECT SALEM YMCA, SALEM, MASSACHUSETTS Reference Number 92L-53ABCD Date Received 1-29-92 Date Sampled 1-27-92 by us Location Used Wall above steel beam;2,D.2-3 to elev. 12'8" Batch Number 4 Class Type S (1800 psi @ 28 days) Cubic Yards 1-1/2-4 Cement 1 Sack Iron Clad Type I/11 Lime 1/2 sack Minuteman Type S Sand 23 Shovels Lynn Builders Supply mason's sand Water 11 gallons Admixture None Time Sampled 9:15AM Weather Fair, 20OF Mix Temperature 560F Consistency Trowelable Appearance Satisfactory Storage Inside,then laboratory fog room Date of Test 2-3-92 2-24-92 Age of Test 7 days 28 days Specimen Number M5A M513 M5C M51) Dimensions 3x6" 3x6" 3x6" 3x6" Density lbs/cu.fL 132 132 131 131 Compress Strength psi 3470 4810 4920 4510 Remarks Strength good Respectfully Submitted, TROWnPROTZE 1-Turner A division of Trow Engineering Consultants, Inc. 70 Jaconnet Street Newton Highlands, MA 02161 T Tel.: (617) 332-8460 Trow Protze Consulting Engineers FAX: (617) 332-3914 Project No.TP-03469-A February 3, 1992 TEST OF GROUT SPECIMENS February 25, 1992 CLIENT TURNER CONSTRUCTION,EASTON,MASSACHUSETTS PROJECT SALEM YMCA, SALEM, MASSACHUSETTS Reference Number 92L-54ABCD Dale Received I-29-92 Date Sampled I-27-92 by us Location Used Wall above steel beam;2,D.2-3 to elev. 12'8" Batch Number 15 Class 3000 psi @ 28 days Proportions 1-2 Cement 2 Sacks Iron Clad Type V11 Sand 24 Shovels Lynn Builders Supply mason's sand Water 14 gallons Admixture None Time Sampled 1:45PM Weather Fair, 27LF Mix Temperature 65OF Consistency Flowelable Appearance Satisfactory Storage Inside,then laboratory fog room Date of Test 2-3-92 2-24-92 Age of Test 7 days 28 days Specimen Number G5A G5B G5C G513 Dimensions 3x6" 3x6" 3x6" 3x6" Density lbs/cu.ft. 139 139 138 138 Compress Strength psi 5130 7320 7530 7250 Remarks Strength high Respectfully Submitted, TROW PROTZE 1-Turner A division of Trow Engineering Consultants, Inc. 70 Jaconnet Street Newton Highlands, MA 02161 T Tel.: (617) 332-8460 Trow Protze Consulting Engineers FAX: (617) 332-3914 Project No. TP-03469-A February 3, 1992 February 22, 1992 TEST OF MORTAR SPECIMENS CLIENT TURNER CONSTRUCTION,EASTON, MASSACHUSETTS PROJECT SALEM YMCA, SALEM, MASSACHUSETTS Reference Number 92L-52ABCD Date Received 1-27-92 Date Sampled 1-24-92 by us Location Used Block wall above beam @ A1.7-2 Batch Number 4 Class Type S (1800 psi @ 28 days) Cubic Yards 1-1/2-4 Cement I Sack Iron Clad Type 1/11 Lime 1/2 sack Minuteman Type S Sand 23 Shovels Lynn Builders Supply mason's sand Water 11 gallons Admixture None Time Sampled 9:OOAM Weather Fair,420F Mix Temperature 570F Consistency Trowelable Appearance Satisfactory Storage Inside,then laboratory fog room Date of Test 1-31-92 2-21-92 Age of Test 7 days 28 days Specimen Number M4A M413 M4C M41) Dimensions 3x6" 3x6" 3x6' 3x6" Density lbs/cu.ft. 131 129 131 131 Compress Strength psi 2590 4240 4150 3970 Remarks Strength good Respectfully Submitted, TROW PRnOTZE I( 1-Turner A division of Trow Engineering Consultants, Inc. SRA"A 2 a�AREJDONSTREET TRANSMITTAL LETTER BOSTON,MA02116 \ JPROJECT: 54LMy ARCHITECTS ap,� NW( --AN Ain PROJECT NO: Own . Ctb1R,D(0 -VA5COLAK . JTO:5N-r-m rtl wow 'w - DATE: z m5 - C ' `l 54-EM MA• 61 170 ATTN: FOR YOUR: ❑approval ❑distribution to parties ❑information ❑review and comment record ❑use ❑ THE FOLLOWING: ❑ Drawings ❑Shop Drawing Prints ❑Shop Drawing Reproducibles ❑Specifications ❑ Product Literature ❑Samples ❑Change Order ❑ COPIES DATE ITEM No DESCRIPTION nap fmff 77 ca - 9 Z' u C r y V'i l`J � {V REMARKS: COPIES: JBY: y1 VY� ' ARCHITECT'S O NEER 0 FIELD REPORT CONSULTANT ❑ AIA DOCUMENT 0711 FIELD ❑ .� PROJECT: FIELD REPORT NO: 7 o - UA ULr tC NRrj CONTRACT: ARCHITECT'S PROJECT NO: DATE (2 ftT,I "44- �ZTIME IQ , f WEATHER ( I,LE � (ADL TEMP. RANGE CST. '7 OF COMPLETION CONFORMANCE WITH SCHEDULE WORK IN PROGRESS PRESENT AT SITE RIG�IE t>A /h5nP5 • 7Ufz1�lC-'Ci �UTI'lC Gni t^Lem 7MCI�. - NNeT-rr-- aM"/h� NG- r� //��' ��z��--yy--�� 1/�'�y - O • UI AND _OBSERVATIONS eT5LI `JII'w syy wG DF-Me 557 II SI V 1 l!`yC- If l S 26D 140m �IN� • Gt' hif iC� NDN P 57Kit",,'TO iu'AT WA5 t2AL5 K`CT�':rdL;ti GMU Wh1L� /V`ZE 1�11`� L't' ITEMS TO VERIFY INFORMATION OR ACTION REQUIRED ATTACHMENTS REPORT BY: N&I 4111 . AIA DOCUMENT C711 :H II'GCI'S I'IIILU KEI'OKT UCI'OI11iK l'1R EDIT IIIUN AIAc U1972 IHC AMCRICAN INSIITUIF OF ARC III'fECTS, 1715 NEW YOKK AVL.., NW, WASHINGTON, D.C.20001, page Of pages 8-a_ o T x.11 —41' z -{1. T11` n 11 powti \ II 1 11 � 11 11^ JIA O_ MIN. C9 .. lb FR�3c- oo ;LPi1DIN6 auk - i N z o C`' — - %" Mix Vr_f�IrY tf�lc3ri� In PI ----- -- — ---- -- SKET6fl OF I f . 7 ST I>� TO ( L U({ ( d S I 1 . 1392 . cBAyA 22EcEDNSTEET ARORJTRANSMITTAL LETTER BOSTON.MA02116 PROJECT: YI A ARCHITECTS PROJECT NO: ITO: PATE DATE: L' & "qZ 6M& -SAtz-M GrggN 54.56 MA © 1970 ATTN: FOR YOUR: ❑approval ❑distribution to parties ❑information )(UseLl and comment ❑record yl use ❑ THE FOLLOWING: Drawings ❑Shop Drawing Prints ❑Shop Drawing Reproducibles ❑Specifications ❑ Product Literature ❑Samples ❑Change Order ❑ COPIES DATE ITEM No DESCRIPTION ' I ' IS•QZ rr-O OL. 0 REMARKS: COPIES: J BY: cFAIIAi%CSINC OON STREET JTRANSMITTAL LETTER BOSTON.MA 02116 PROJECT: ice. ARCHITECTS ._ y6 PL �t'.'��I�,q PROJECT NO: JTO: !!)ACW VAWICJ1� Ma DATE: 277 X12 a4r- / I 4� col f4as ©(I7D ATTN: FOR YOUR: ❑approval ❑distribution to parties Ell information ❑review and comment t�ecord ❑use ❑ THE FOLLOWING: ❑Drawings ❑Shop Drawing Prints ❑ Shop Drawing Reproducibles ❑Specifications ❑ Product Literature p�p�p❑Samples El Change Order & 'tlap f�cic��T b COPIES DATE ITEM No DESCRIPTION C� REMARKS: COPIES: JBY: �/ Y�� ARCHITECT'S OWNER AARCHITECT D FIELD REPORT CONSULTANT ❑ AIA DOCUMENT 0717 FIELD ❑ PROJECT: 0/&I YMOA ' Nt N eWIMMINE) FIELD REPORT NO: PJ CONTRACT: R ARCHITECT'S PROJECT NO: DATE 21 I G5 (M12TIME b.,y fjM. WEATHER QV � TEMP. RANGE LOVY 'O EST. % OF COMPLETION> q, CONFORMANCE WITH SCHEDULE (-F, -) WORK IN PROGRESS � Pi�MIN6 6r PRESENT AT SITE �21G-IIS '�{�I�S TUI�N�R �P�lllfl 5 2ND MCA— rBWq G.. NI) M4A0 6tA"/MR6 Mof latrrl ML-WNTr-- 7DN rrCTZE--- OBSERVATIONS G(rfWcp CONlxz i5 -RVT Hnvp To rEL'7NED P io, TO raimNO oi- 60GKt7E fftT IZ TD F\r: DfKT /'��ITAat1 D �a TTIF a"r ly;- 61riJL�s NFv TO r� IaF FNCfti TD WUVL -16 OF F�'Jr•IN4 FLA7P�51 /qI - 5xP6�RD rf MNG N�-s `eU t�r- Et-=- mt D k>+A taft D f� 7Jt�r'� IS �vIC Ct �Cf LINA, D<ZAr(INAl7Gi^1 hN� r/1\011N0 -�tb-6c7g-I1llbcTG>\ YN/15 IN W NCS fl AIDS M) tfE�NN6 aM WE PMTHS MM,_D WaPft,6 'TD M-nDM riLMBL:,�s Or 3�11C OPI Nlrld `I"v nll�5(iT rooL �oUlrmRgT E45D6 MILDIN6 t3 �{ A O� fV dT' Q1 ITEMS TO VERIFY �» N CD In N INFORMATION OR ACTION REQUIRED ATTACHMENTS MGVtf`L C-r161N.0-Ep ', REPORT BY: 7T X4(,w AIA DOCUMENT G 11 • ARCHITECT'S FIELEPORT • OCTOBER 1972 EDITION AIA@ © 1972 THE AMERICAN INSTITUTE OF ARCHITECTS, 35 NEW YORK AVE., NW, WASHINGTON, D.C.20006 page of pages RENE MUGNIER ASSOCIATES11I[ ..0 rt STRUCTURAL ENGINEERS 6670 UNION SQUARE SUITE 204 February 24, 1992 SOMERVILLE, MASSACHUSETTS 02143 PHONE (617) 6665566 FAX (617) 666-411 6 Mr. Bob Quijano6 '(II Graham Meus, Inc. 9 224 Clarendon Street CITY OF SALEM,MAS 5, Boston, MA 02116 RE: YMCA Salem Dear Bob: This letter is to confirm our conversation during our site meeting on 2/21/92 where we met with representatives of the General Contractor, General Manager, and the welding inspector. The purpose of this meeting was to inspect the steel members ,which have been. . . erected to date. The main beams for the second floor framing were in place, bar joists were almost completely in place, and the steel deck was about 80% complete. Method of erection for the large beams was decided by the erectors, and those beams were erected in pieces. As you very well know these 2 large beams are composite design beams, which should be connected one to each other with plates welded to the bottom flanges. Those two beams were erected piece by piece, and the plates are still on the ground. The erector is planing to weld them after the installation of the beams. The problem we discovered is that the bottom flanges of the beams are not flush. They are different in elevation and sometimes separation is almost 1/2 inch. Of course in situations like this the welding of the bottom plate is impossible and needs to be corrected.. Upon discussion we found just one solution, which is the introduction of steel shims at the supports, which means the ends of the beams which are tightly surrounded by the masonry need to be released from contact, and one of the beams needs to be shimmed until the elevation of the bottom flanges are the same. After that the plates are to be lifted up, clamped to the beams, and welded in accordance to our plans. Before this process can begin, the loose plates need to be properly painted on both sides same as the beams. This is a separate item, but all the painting as you know needs to be changed. After those plates are welded, the welding connections must be cleaned and painted with a rust inhibitive paint. In area where the plates do not cover the joints between two beams, a sealant needs to be provided to prevent moisture infiltration between the two beams in an area which will be impossible to inspect for rust in the future. One of the connections in the area where the beam cantilevers over to the existing building is welded instead of being bolted, however, it is a full continuous weld, and according to the welding inspector it is a good penetration weld, and we found this connection acceptable. 1 We also discussed lengths of the bolts for the connections of the angles to the masonry. The masonry at this level must be solid everywhere which means the bolts will have to be expansion bolts as specified in our drawings. Those bolts can be shorter - you may use 5-1/2" length bolts at the angles which connect the bottom extension cord to the masonry. All other bolts will be discussed with the contractor separately upon his notifying our office. All welding connections were discussed with, and investigated by, the welding inspector, and with the exception of the above, he is satisfied with the work completed. The second area checked was a stair opening which the contractor provided per our drawings in the existing building. This stair would be leading from the first floor to the basement. The stairs are not yet in place, but the opening has been completed in accordance to our drawings. Should you have any questions regarding the above, please do not hesitate to contact me. Very truly yours, RENE MUGNIER ASSOCIATES, I Alexander Dorfman, P.E i Vice President, Chief Engineer AD/psf 2 r 70 Jaconnet Street Newton Highlands, MA 02161 Tel.: (617) 332-8460 Trow Profte Consulting Engineers FAX: (617) 332-3914 Project No. TP-03469-A March 10, 1992 TURNER BROTHERS CONSTRUCTION ---- EASTON, MASSACHUSETTS INSPECTION OF CONCRETE CXR SALEM YMCA ri ; T, REFERENCE NUMBER 92C-280 > DATE OF INSPECTION March 6, 1992 "-V TEST SPECIMENS Series No. 16A-D Class, psi 4000 Load No. 4 Slump, in 4 PLACEMENT OF Slab on deck, level 2 REMARKS The writer arrived at the jobsite prior to the start of concreting operations. A pump truck with a boom,pipes and hoses was set up to move the 4000 psi mix to the second floor slab area. When the fust transit mixer arrived, the concrete was mixed to a workable 4 1/2" slump at the pump hopper. The slump at the second floor deck was 4", and this slump was maintained throughout the placement operations. The concrete was trowelled and floated, then later machine finished. The concrete was to be covered with insulated blankets, and was heated from below. INSPECTION TIME 8 hours (7:30AM - 2:OOPM + travel) INSPECTOR William Mahoney 1-City of Salem 1-Symca 1-Turner A division of Trow Engineering Consultants, Inc. 70 Jaconnet Street Newton Highlands, MA 0216.1 T Tel.: (617) 332-8460 Trow Protze Consulting Engineers FAX: (617) 332-3914 Project No. TP-03469-A March 10, 1992 TURNER BROTHERS CONSTRUCTION EASTON, MASSACHUSETTS ULTRASONIC TESTS AT SITE SALEM YMCA REFERENCE NUMBER 92C-279 DATE OF INSPECTION March 5, 1992 METHOD &EQUIPMENT As previously described PROCEDURE AWS D1.1, Section 6.18 REMARKS Full penetration splice welds were examined this date as follows: Level 2 Location DisRQsifion Beam#2 Stiffener plate Butt splice Acceptable Beam#3 11 11 " INSPECTION TIME 3 12 hours (7:00AM-9:00AM +travel) INSPECTOR John Filtranti 1-Turner 1-City of Salem 1-Symca A division of Trow Engineering Consultants, Inc. 70 Jaconnet Street T Newton Highlands, MA 02161 Tel.: (617) 332-8460 Trow Protze Consulting Engineers FAX: (617) 332-3914 Project No. TP-03469-A March 10, 1992 TURNER BROTHERS CONSTRUCTION EASTON, MASSACHUSETTS INSPECTION OF STRUCTURAL STEEL SALEM YMCA REFERENCE NUMBER 92C-278 DATE OF INSPECTION March 3, 1992 REMARKS Reinspection of the fillet welds (4"-12"o.c.)connecting the 20' sections of flange stiffener plates to the 3 paired beams revealed acceptable welds of size and length. Since our last inspection report for February 28, 1992, we observed that one shim plate was installed from the Corridor side of the column bearing plate for beam#2. The l0x10x1/4 inch shim plate was installed half way,leaving half of the plate exposed beyond the CMU on the corridor side. We believe that this was not the intention of the structural engineers instructions to provide proper bearing at the specified locations. On beam#1 we observed the welders preparation to fill the gaps behind the butt splice connection of the bottom flange stiffener plate. Weld metal was used to fill the area and serve as backing material. We observed the welding of the root pass and all subsequent passes to be satisfactory. Testing by the Ultrasonic method was acceptable. ULTRASONIC TESTS AT SITE METHOD&EQUIPMENT Ultrasonics,70OF Shear Wave Test Krautkramer USM2 Transducer, 2.25 MHz Couplant- UltraGel II Calibration: Std DSC & IIW Blocks PROCEDURE AWS D1.1, Section 6.18 REMARKS Full penetration splice weld was examined this date as follows: Level Location Disposition Beam#1 Stiffener plate Butt splice Acceptable INSPECTION TIME 5 1/2 hours (7:30AM- 11:30AM +travel) INSPECTOR John Filtranti I-Turner 1-City of Salem A division of Trow Engineering Consultants, Inc. P cBAHA 22 CARE DON STREET (TRANSMITTAL LETTER BOSTON.MA 02116 PROJECT: ARCHITECTS AM.A• NA! SWIMMI6 M PROJECT NO: I6802 . C IO-df Ulm PUIC49E 6Ve • -JTO: DATE: I2 MAI 112 . 54-jeM WILD04 6 cefff; - 0SF 5UM dMM • 5NA31, `- 0170 . ATTN: Mr\• tt�Ri�3 FOR YOUR: ❑approval ❑distribution to parties ❑information ❑review and comment CY Fecord ❑use ❑ THE FOLLOWING: ❑Drawings ❑Shop Drawing Prints ❑Shop Drawing Reproducibles ❑Specifications ❑ Product Literature El S�amplless� Ely�M Change Order l!Y 1It IL— - COPIES DATE ITEM No DESCRIPTION REMARKS: COPIES: IM OY �m MG�p 111� � -,woP\, JBY: ��I/ I� GRAHAMZ 4ECLARENDONSTREET JTRANSMITTAL LETTER BOSTON.MA 02116 JPROJECT: ARCHITECTS Ejv( �vl�' 1 3WlPl^�l(t17 - PROJECTNO: IPJBn2 . Cl`1tD10•YA�UL/� EXt�Y.1� l� ' JTO: DATE: 12 MAI IT2 . ! r { �IJILDIN6 M ONE ffeai • OhLE311 M. 01870 - ATTN: Mfg• t FOR YOUR: ❑approval ❑distribution to parties ❑information ❑review and comment We-cord Cl use ❑ THE FOLLOWING: ❑Drawings ❑Shop Drawing Prints ❑ Shop Drawing Reproducibles ❑Specifications ❑ Product Literature Q .SJaamples l ❑Change Order L1Y M �I '1 �� COPIES DATE ITEM No DESCRIPTION REMARKS: COPIES: IM yr 0. t l MGnog � '' -J BY: N&OO70 Jaconnet Street T Newton Highlands, MA 02161 Tel.: (617) 332-8460 Trow Protze Consulting Engineers FAX: (617) 332-3914 Project No.TP-03469-A April 2,1992 TEST OF GROUT SPECIMENS �— CLIENT TURNER BROTHERS CONSTRUCTION,EASTON,MASSACHUSETTS PROJECT SALEM YMCA, SALEM, MASSACHUSETTS Reference Number 92L-183A Date Received 3-26-92 Date Sampled 3-24-92 by us Location Used CMU wall level 2,north Truck Number Lynn 11 Load Number I Class 3000 psi @ 28 days Cubic Yards 5 zo Cement 780lbz/cu.yd.Independent Type H Sand 2727 Heffron sand Water No data Admixture 23A oz/cu.yd.WRDA ml -4 Time Sampled 9:15AM M WeatherFair, 320F Mix Temperature 61OF c Consistency Flowable �o Appearance Satisfactory Storage job office,then laboratory fog room Date of Test 3-31-92 Age of Test 7 days Specimen Number G8A Dimensions 3x6" Density Ibs/cu.fL 134 Compressive Strength 2400 Remarks Strength good Respectfully Submitted, TROW PROTZE 1-R.Turner 1-City of Salem A division of Trow Engineering Consultants, Inc. 70 Jaconnet Street Newton Highlands, MA 02161 T Tel.: (617) 332-8460 Trow Protze Consulting Engineers FAX: (617) 332-3914 Project No.TP-03469-AA rd 1, 1992 TEST OF CONCRETE SPECIMENS �wp— CLIENT TURNER BROTHERS CONSTRUCTION,EASTON,MASSACHUSETTS y PROJECT ,,n At M YMCA;SALEM;MASSACHUSE7TS=� � Reference Number 92L-185A Date Received 3-26-92 Date Sampled 3-25-92 by us Location Used Window lintel,north side,level 2 Truck Number Lynn 4 Load Number 1-Uninspected ` Ticket Number Lynn 118000303 Class Concrete 4000 psi @ 28 days a� Cubic Yards 2 Cement Batch quantities not known Fine Aggregate Course Aggregate Water - Admixture " "t m Time Sampled 11:45AM Weather Fair,420F Lm tw Concrete Temperature 680F Slump 4" Entraed Air Not Determined Appearance Satisfactory Storage Inside,then laboratory fog room Date of Test 4-1-92 Age of Test 7 days Specimen Number 17A Dimensions 4x8" Density Ibs/cu.fL 147 Compress Strength psi 3280 Remarks Strength good Respectfully Submitted, TROW PROTZE 1-R.Tumer A division of Trow Engineering Consultants, Inc. 70 Jaconnet Street Newton Highlands, MA 02161 T Tel.: (617) 332-8460 Trow Protze Consulting Engineers FAX: (617) 332-3914 Project No. TP-03469-A March 31, 1992 TURNER BROTHERS CONSTRUCTION EASTON,MASSACHUSETTS INSPECTION OF CONCRETE SALEM YMCA REFERENCE NUMBER 92C-394 DATE OF INSPECTION March 25, 1992 TEST SPECIMENS Series No. 17A-D Class, psi 4000 Load No. 1 Slump, in 4 LOCATION OF WORK Window lintels, north side, level 2 REMARKS The forms were inspected prior to placing the concrete and they were clean and appeared tight. The reinforcing steel was clean, securely tied and the clearances were satisfactory. The concrete was conveyed from the truck in a wheeled tub by a Lull machine to the second floor and then across to the form by a small prime mover where it was shoveled into the forms and consolidated with an internal vibrator. Work was performed satisfactorily. INSPECTION TIME 4 hours (I 1:OOAM- 1:30PM+travel) INSPECTOR Colin MacGillivray 1 iumer 1-City of Salem 1-Symca A division of Trow Engineering Consultants, Inc. 10 GRANA 24CRE ONTEET2COSR _ITRANSMITTAL LETTER BOSTON.MA02116 1PROJECT: ARCHITECTS 5"Um PROJECT NO: lg&?Z NWw 'CAN6MM IN6 GP1�i71fI-YP�a.IL� �KG�E 'et.I1LCiN6 JTO: ai5 (C DATE: 31i�{ I�2 ob-tem ,I M�• 01170 ATTN: W111- IYA`I 5. FOR YOUR: ❑approval ❑distribution to parties ❑information El review and comment Wr oord ❑use ❑ THE FOLLOWING: ❑Drawings ❑Shop Drawing Prints ❑ Shop Drawing Reproducibles ❑Specifications ❑Product Literature ❑Samples ❑Change Order NNK 4 Ic COPIES DATE ITEM No DESCRIPTION REMARKS: j COPIES:. R&MTy �vf M N ✓ vv bf..�--�Vf . t�i�N� 6 `t�S r gv sft�N -JBY: _1 uISNO ARCHITECT'S O NETECT O FIELD REPORT CONSULTANT El AIA DOCUMENT 0711 FIELD ❑ PROJECT: oWIMMII`1e fwL FIELD REPORT NO: CPt o VPL�Ulnc: hf E?, CONTRACT: ARCHITECT'S PROJECT NO: �PJPOZ, DATE ?7 I�FI�H I�/L TIME PJ. WEATHER 0VEfZCAe)T TEMP. RANGE M(0 4 /'S - EST. 'S .EST. % OF COMPLETION CONFORMANCE WITH SCHEDULE WORK IN PROGRESS PRESENT AT SITE &\f\f�fr • C&4Lt:lVH Or SI-EL 1 1r:fzA--ZH • 1 UC.c M°Ga*�LD •_w4epTfttggaI of 21-0. nco�" GMU QzN SILVtl-1 rlltzPlQZ . C4\6r WPd IS RongS[e.c 1 VV�0 G V MME 1'NC, OBSERVATIONS J PgP5.f-V �L tl:?AM(aG NN5 r-�R 54,NCtIPb'TED 1'tO �J:tM� lK at�TIG t IbK PINI�i P�IrT11N6 0 MYON Or 2ND f GMu w,4-q l.5 6 ,E Irl fRo61�. Ci 2- haJn fc�' 5-fNN TO F��wr Pa%L F&(Pme1 r f 1 15 ITEMS TO VERIFY INFORMATION OR ACTION REQUIRED ATTACHMENTS REPORT BY: Ro?II�/1N0 AIA DOCUMENT G711�-WRCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION • AIA"O • © 1972 [HE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C.20006 page of pages STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET A 5010.65 CALCULATION IDENTIFICATION NUMBER • J.O. OR7O. N0. DIVISION & GROUP CALCULATION N0. OPTIONAL TASK CODE PAGE_ 3 - - + + - r r +—L—j ��3t Maee H 1922 a -- —i- -i-13�.f�Ca IN;SPFrcTioNS_- I I _ �t� I - ��:I��.rn_-}Nl mss'._ I � � 9 � - --� t10 - + inl+ ouIZ. Co.IV6Sp �;on1 12 IS- 4 S ._.Twk+s:_E�jp[Ise- 4�2-oF 'Psc!d?r� Fof �-rtrr.a - �.-- I6 D.p�.17tk7l �}-A',�'—{--�;kkE -- I] 18 -r. -t-+- --'I--+ -�--�-'---+ +-t 20 A� 1P-4�♦� I}/-J}4-r P .-}-YdA-;Ca�_}1.� 7L7C+ IW��--+--Ijr��._.; :Ert-Su �r�v1 2 1 pli zz 7 - +— 23 --.- �-- TT-^- TSI_-{-• 24 I I � ! I 25 26 2] Y— --1------+- -I--i— ---�I--F— -- }---+ —♦�iYnfi'T'♦RU/'y��;Y°IifLS�—I—+—I- 28 29 30 --� �'_.---ti--�--._}�'1-+-Y .�- i _♦_.-f-TTS - -.-r_1 I 31 .�♦`-t -"'-" _«_�-�-7- rtL�w1C.�♦�' V 4V.1`1 32 - t-�- —+ -♦ -}-i- 33 I__ -'�'�'Y-♦__'_- Imo._}_�_}-i. _+�- y-I- 3435 36 _... _ __- 3] } I . �- 36 I 3 � 9 40 + #-- --I---I- + - 41 42 43 7 44 45 -_+-. .. . •I.-_-I�'_-I- _.. .-� .•_ 1- _'-_' � --F -. r - ice 46 rt STONE 8 WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .50,0.65 CALCULATION IDENTIFICATION NUMBER • J.O. ORVO. N0. DIVISION & GROUP CALCULATION N0. OPTIONAL TASK CODE PAGE_ 3 5I V +--�--r--r--�--1- � � -j---r--;--,-�-- e I I I S,Cif m—M -- - - io 12 13 I � I 14 EAI�fiM�lt ;-y-qR2 isrt- -rt 1 "—' 15 � I��—F— �+tR'--I' -;� I�lJ�!Z_ ��"Il�F'--5 �pG72✓� �f-` I6 / SCS o r''�" I` !<,'LUl'Cv o -+- —�--- 17 t 19 —Ir�ll 19 i 20 21 22 �- 2327 ''x, 24 25 L16 GO 26 I I I i I I ze 29 30 — � t--+3 1 —`- -i--r- -`--t- t—t—+-t' - iI y� 32 33 34 35 j 36 �_ t 37 -�.---._.– 39 DIY j 4041 j 1 ' w— —r 42 + 43 44 1 i 45 _1 4 Y--�-T i.-ti--1 _-+ +-...Y-._+ ry -ter -4. + ♦- a .-r-..y- 1 + -�__-t ♦ _ a _t. -�- - �. 1— 46 CONSTRUCTION CONTROL PROJECT NUMBER: PROJECT TITLE: Addition to the Salem YMCA PROJECTION LOCATION: 288 Essex St., Salem, MA 01970 NAME OF BUILDING; Salem YMCA NATURE OF PROJE4`T; Pool and Gym IN ACCORDANCE WITH SECTION 127.0 OF THE MASSACHUSETTS STATE BUILDING CODE if Steven L. Forte REGISTRATION No; 32550 BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT HEREBY CERTIFY THAT I HAVE PREPARED DIRBCTLY SUPMITSED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROTECT ARCHITECPURAL g j FIRE PROTEMION ELECTRICAL NIDCfTAM7ICAL OTHER HVAC AND PLUMBING ONLY (POOL EQUIPMENT NOT INCLUDED) FOR THE ABOVE NAMED PRWMT AND THAT TO THE BEST OF MY ENOWI.EDGE SUCH PLANS COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERM PRACTI( S AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY, I FURTHER CERTIFY THAT T SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETRRi,= THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESpONSIME FOR THE FOLIAWING AS SPECIFIED IN SECTION 127.2.2. 1. Review of shop drawings,. samples and other submittals of the contractor as required by the construction contract docuimnts as submitted for building permit, and approval for conformance to the design concept. 2• Review and approval of the quality control procedures for all code required constrcution components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix B. PURSUANT TO SECTION 127.2.3, I SHALL SUBMIT PERIODICALLY, A 'PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE BUILDING INSPECTOR. UPON CQ+PLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS M THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR 7Steven kSFort4eE. SUBSCRIBED AND SWORN TO ME BEFORE THIS 6th DAY OF Commonwealth cof Massachusetts cAU USt 191 Essex S.S. Date...... ... Ther.Gpersonally appeared the above named and 3citnowiedged the toregaina instrument :o be his free act-and-deed;before me, Anne E.O'Connor,Notary Public E Ndr Commission Expires August 2911991 -iSNOC 'SODS 63Nafli bS:ST T6, 92 7nr TRANSMITTAL LETTER AIA DOCUMENT r^G��8,�,,1,�f0 y PROJECT: 1..�cP`1 LMCA ARCHITECT'S /1 n� (name, address) rc*(MMINe M I c� vAc, 0- , vue � i� • PROJECT NO: 22 DATE: IJV* • f2, , To: I--SNEM e1N6If enclosures are not as noted, please CNS- 5NLEM C-Rl 1 inform us immediately. �'4t • MA- 01170 If checked below, please: ATTN: ( ) Acknowledge receipt of enclosures. ( ) Return enclosures to us. WE TRANSMIT: (herewith ( ) under separate cover via ( ) in accordance with Your request FOR YOUR: ( ) approval ( '),distribution to parties ( ) information yT ( ) review & comment ( record ( ) use ( ) THE FOLLOWING: ( ) Drawings ( ) Shop Drawing Prints ( ) Samples ( ) Specifications ( ) op Drawing Reproducibles ( ) Product Literature ( ) Change Order (V Mao Mwr '* I') COPIES DATE REV.NO. DESCRIPTION ACTION CODE ACTION A. Action indicated on item transmitted D. For signature and forwarding as noted below under REMARKS CODE B. No action required E. See REMARKS below C. For signature and return to this office REMARKS COPIES TO: (with enclosures) �� 6 jim V'v/G, !t/1 lT /) lUl'f'�tl ✓' _"'_` _ IJ'�5 DO 5W x��G y'"o k.rj �D��9A99 C1 BY: V P rotiao0o5��PeS AIA DOCUMENT 6810 • TRANSMITTAL LETTER APRIL 1970 EDITION , AIA® COPYRIGHT © 1970 ONE PAGE THE AMERICAN INSTITUTE OF ARCHITECTS, 1785 MASSACHUSETTS AVENUE, N.W.,WASHINGTON,D.C.20036 R ARCHITECT'S OWNER ❑ FIELD REPORT ARCHITECT ❑ CONSULTANT ❑ • AIA DOCUMENT C711 FIELD ❑ PROJECT: NEM XWA- ��V( I MIN& C'�-..�/AtWt FIELD REPORT NO: CONTRACT: o�rrff ARCHITECT'S PROJECT NO: lb. M. . DATE tJ 1Nr I-I-12 TIME 9 : WEATHERC.L&r)y �//{ TEMP RANGE 1 8QI EST. % OF COMPLETION CONFORMANCE WITH SCHEDULE (-F, —1 WORK IN PROGRESS PRESENT AT SITE IM L,Y�`ly ' • lN`�L�,-fI/a^l 0� t�D/19'OtZ cul It�NO C•��,tV,M ML(13 I_NC � . -�Mt"LEf1NQ Of= 2Na t=l[CI� ilii-1L . � '' t'4 ° mite CG,ta.ntp. OBSERVATIONS J LDG azI, MI e CLMt� CI D �L�lf�TDK IN 1�C,�� f� I�NC� lN3(P1.Ll;D. J E Xis WtiffWg 6K- In flP�CE .j (fit= ig Iht fCf�CE 8lrl T NW5 TO M LSaEP tf /CJD CA #Cv fUf I I d fl�cE, MC-G�t_ R� Ltd N�Tp ID BE IN070 ©(Igi1NO 5��c 2246 MEN wrgmav lwm S�w NL1tMI rPL N Il/rn•Jwr TO M�f r 5 /�1UMINUM CfP @Pf f1t�T Cx171&� M TD 6E INSlA � .CtZICjC• �1V�R IN l�� . ITEMS TO VERIFY INFORMATION OR ACTION REQUIRED ATTACHMENTSbly✓ REPORT BY: _ AIA DOCUMENT 4711 • ARCHITECPSFI LD REPORT OCTOBER 1972 EDITION AIA@ • U 1972 THE AMERICAN INSTITUTE OI' ARCHI7- 'FS, 1735 NEW YORK AVE.., NW, WASHINGTON, D.C.20006 page Of pages _ c � s• W ':a ask—s Ivn.a Errs:uAMI ¢' _oc F&ki 5 .x a rWAH - $I `¢ ..wW Rk; , E•".. .+.a&scF"' Ruth&£ fkm•k as I MW w c h c x - ca":" 4«i-4I Z"gzY >'k�rs�w ffY�T's,Eg.>u[s aw � - fs`e z. BnTx �.cv �fv es k�k$ � d a - }: "'��,'�s�'&,'',5y` °��eY y�.'•�`y;��f.a��a'>;^�, irk: F x •a .@ �R�x �f a 3�9�0 Eg ss i .m ¢afs � moi. oil Lda}&- r dk�- ��f�`�sg` '`�swG a� fig?a•u� S .*rs�g; Esq c3 r8 u Rkn els�.� 4 _ hoz I www Now, �dti^IsA k :s�.� amtRiEA �ays•— '. 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R x E u'. 3 Z b t Y a a �v''@ 5 ; P § $r'. a R g k S a a ''.f S fe• P h 8 g .r S •• Y f % a z a A s s x a y t R P a k y a t a a i k a; a b s X'� 4 •M f• S a y R �'., S P C H• r' f n fl fl I' a A Y '', fl 9 4 g fl @ -0 A i a vA 5 R 'S fr a $ •�'F'.L � . @'k •`R�''$ �$ b9P @ � SA3 $sa $ 9fl34.' 2 Q$ 3•h, f w..•� e $ 4 '; N e'S k $ g $.¢ ass$a`f g a $ •€n ,t b f '4";' wy a A k $ k'.$a'fl'3.. �y 1. S •>y, _ ''`�. a'. a £ a� � a '.s �Sa $a^a(a a& R 8��3zc Y�aY�. ,E�• '°� .. a - x. a a ag z i a 2d 1 Ia't*�' rs�" 3 .YgasE ?R as $' gi' �a$k. a2 'N $S'� YAP air ;��y�-W&W a a( @2M1 ''.Qa�} d GRAHAM/MEUS INC.ARCHITECTS ,.224 CLARENDON STREET JTRANSMITTAL LETTER BOSTON.MA 02116 14R Ali 'r JPROJECT: , , AR 91TECTS,�- - , t6 Nl-1 !M(MKN6 RM PR � 011"-V, zi1L�`ctZ 4. JTO: 9UM ( er ' DATE: MA . 0170 ATTN: Mr,. WM5 , FOR YOUR: ❑approval El distribution to parties ❑information ❑review and comment Vreoord ❑use THE FOLLOWING: ❑Drawings ❑Shop Drawing Prints ❑Shop Drawing Reproducibles ❑Specifications ❑Product Literature ❑Samples ❑Change Order ❑ COPIES DATE ITEM No DESCRIPTION REMARKS: COPIES: CW�f�Tf/'�{iMIS fel 4� �-IURNLT j C vry� y JBY:f 0AVIM . RENE MUGNIER ASSOCIATES, INC. STRUCTURAL ENGINEERS 6670 UNION SQUARE SUITE 204 SOMERVILLE. MASSACHUSETTS 02143 PHONE (617) 6665566 FAX (617) 6664115 March 7, 1992 90-140 Mr. Bob Quijano Graham Meus, Inc. 224 Clarendon Street Boston, MA 02116 RE: Salem YMCA Dear Bob: Confirming our telephone conversation on 3/2/92 concerning the pouring of the slab at the YMCA, it is of course possible to pour larger panels of the slab as the Contractor would like to do it. The only draw back is that more non- structural cracking may developing in the slab. To have better control over the cracking, I discussed with the Contractor the possibility of saw cutting some straight lines approximately on top and parallel at the center line and above the girder. This being perpendicular to the span of the deck would not have a negative influence on the structure and would definitely reduce the possibility of cracking. It is advisable that the saw cuts occur as soon as possible after the pour. Should you have any questions regarding the above, please do not hesitate to contact me. Very yotruly ' r-s; ra E ;z Rene Mugn .'principal RENE MUGNI ' fSS TES, INC. RM/psf I GRAHA CAR NDOO 22 NSTREET _JTRANSMITTAL LETTER BOSTON.MA 02116 PROJ ECT: ARCHITECTS rMCA. PROJECT NO: 18 MEV :NIMM(e RM ITO: DATE: 2I f I1- I(T2 a"� MOV6 G R7MgJT• ONE C?{ 3l tea , Og70- ATTN::MR• FOR YOUR: ❑approval ❑distribution to parties ❑information ❑review and comment ❑record El use &,-/,L R91fgT A THE FOLLOWING: ❑ Drawings ❑Shop Drawing Prints ❑Shop Drawing Reproducibles ❑Specifications ❑ Product Literature O Samples ❑ Change Order ❑ - COPIES DATE ITEM No DESCRIPTION - REMARKS: COPIESJIM (-�KNTr JBY:__ r ARCHITECT'S OWNER CT O A FIELD REPORT CONSULTANT ❑ AIA DOCUMENT 0711 FIELD ❑ PROJECT: YM A FIELD REPORT NO: CONTRACT: ARCHITECT'S PROJECT NO: IML DATE IS 4pp((, J2 TIME 10:00 - 12:00 WEATHER ZWWJ TEMP RANGE 4O0 EST. % OF COMPLETION A0 CONFORMANCE WITH SCHEDULE(+ —)�.•�•� �(� Sj"Lc WORK IN PROGRESS PRESENT AT SITE St y �J7✓2il�U Pw MLL VLUce Adel h10 `l r /lt ( Iz1�tT`l OBSERVATIONS cwfKo-1 m cr 240 F( JZ L A�T� 5 Ai/JL�ZJI 1� AGc Dn ply�a�sr� (�l� �l4 WAS 7S9"o Crn�,pLt3� 24D T2_C�1z Clo��bLRrCY� �YLTu`1 SDLEa G�{TK fU1G1Vll�C/dL l/1Pa�1-17/.x' I/�(3�t�lIL�.. WA5 '��T CFwaiw 4o- !�o1wki)' _ STtV- fft `JOIST A`v✓J BrW"S tbg4 t}grdkS 614gg SpoT lZUVic-' 2 U c bgLt[ s 2� c�tT wma 71ur� fif cc10 �P[1.1/w��luA-�- �iatsN l la jly6 ill I f�AO G1CFl�ieO �D L9J $NSG AhPbIW 7 f5 STK, ITEMS TO VERIFY INFORMATION OR ACTION REQUIRED .� ATTACHMENTS REPORTBY: ( 61G1L'JS AIA DOCUMENT C711 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION AIA@ • © 1972 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C.20006 page of l pages 07. 29. 91 09 : 40 AM * HFP S HADLEY P�02 w r. • •r'rr . .. ice• r..rr• rn aril galva0 n • w •MTl M�.M PRfa7mC3'P tRId=t 912034 PP401 ?3' Tz=t 9aleM YMCA Pool Addition PRt1TnCT=- Ur-AT.LLII1e Z$$ Sewell .Strppt. NM2 OF BCIILC=l YMCA NA"M OF PRQ1hk7P1 Fire Sprinklers in new additon Wool _anCL wrack a�g- IN ACcCvAPJM WXTFt SDCT2W 127.0 OF THE MAgdgrlyr >"r1B sTAzg BU=n,Q 0= I. Edward H. Smith REGISTMMON M 6869 SEMM A rXC2lR1s7V5 MONMOTON11L >Dl1C2L==/ATMTXTZ= 1R•d MT G=4= TMT x i1AYF —_ PREPARED c11t9JCTLY MMEMIISET THE PRft3MTTcN of ALL DFsim PLAN^, ccmv fAT:[QN3 ANU tli'�riF'it:ATi�19 CONCE7{MIAXit ENIIYRE PAD,71a(,1T ARL7iI 91RU FIRE PxQV X CAL 0'TM IM TM AWM MW PRO.7LC!' AND THAT 70 THE MT C? MSC XN MZEGE SUCH PLAN$ COMPCM\ATICW Am sTm iricATIONS MEET THE APPLICA g ppDnSION5 GF mm MA.SWACHVS •S STATR At7LADnO OOOL"1 ALL AGCEFTAHLS MMMUM PRACTICES AND APPLICABL$ LAWS AND MOINANOL*.9 Ech T= TRCro3 V" Atop GGCUFANCY. . I FURa UM U5WrTrV 'MAT T SAAT.T. O/ffWOM "IM. WWW*aADY tn)_Vh'94InlTAL wim'Ep1e "I' }R PA14fH m ON TIM Ck"t�1.TRUCric" azTz an jk sz7i A.AR At® 1-miculc AUf 51.15 IV UETBR1jLr4z J rftir TKN WMK IS PRCA^.MING IN ACCORDANCE WITH DOCUMRICS Appfo ED FM THE BUILDIM PERMIT A= SHAY.T. 132 RFSDONSIW.X VVR T= V*Lt'dM= AS 1W=2tXZD IN GD=011 127.2.2. L. Review of 9hk= dr*WinOR;, RA17101091 OMA A+her. eNttn7+tesla nf + . mn+rah+nr an zC ulz"d by C1 W. fTln!itn]I:tinn rnnf, wmV 1'11"II'!I1nYJnra Tc c.11^ irvaA Fr\r building pa t, and approval for cantownanmv to the dcaign coxcepb. P !L M,a4i{vM #1-,- w11 guuonIIcwaents+requl rq 4� .•nw..1.•w.� controlled materials or construction specified in the accepted engineering practice standards listed in Appendix a. FURBVAM TO SEC TICH 127.2.3, I SRU& SUBMIT PER.IODICAf-,LY, A prx==3 REPORT TOGE'rfm WTTN PPATTN1TTP er"A 'ATts '1C "M SU2LA261G %WSPSCIAM. UPw cCMtR.i '4Db1 OE' TTS www, 2 CTVZL -=*MT A PINAL I3rACTIORY [Y7.1vt-!TC'IOM AMD P-MW MWS or TFffi DPA)TFo= FOA OQCUAANCY. SUBBCRI= AND SWORN TO ME BPPME THIBDAY .Uo r .e y: JOHN P.VIOLA Notary Pubno AAV LbmmkmIQ,"EKPIUnleh 7.9.in" JUL- - 29 - 9 1 MON 1 1 : 22 V E R N E NORMAN EL- EC P _ 02 JIA,. FS 'Sj 17:08 TURNER EROS. CONST. P.3 CONSTRUCTION CONTROL PROJECT NL11BER: PROJECT TITLEt Salem YMCA PRQ7ECTION LOCATION: 288 Essex Street Salem, Ma. NAME OF BUILDING• Salem YMCA NATURE OF PR(:QZCT• Natatorium IN ACCORDANCE WITH SECTION 127.0 OF THE MASSACHUSETTS STATE BUILDING CODE I, Frederick P. Goff REGISTRATION NO: 33856 BEING A REGISTERM PROFESSIONAL ENGINEER/ARCHITECT HEREBY CERTIFY THAT I HAVE PREPARED DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLAN$, COMPUTATIONS AND SPECIFICATIONS CONCERNING; ENTIRE PROJECT ARCHWECTMAL STRUCTURAL FIRE PROTECTION ELECTRICAL 1� MECHANICAL OTHER FOR THE ABOVE NAND PROM= AND THAT TO THE BEST OF MY KNOWLEDa SUCH PLANS COMPUTATIONS AND SPECIFICATIONS h1EE•P THE APPLICABLE PROVISIONS OF THE MASSACHU$ETT$ STATE BUILDING CODE, ALL ARABLE ENGINEERING PRACTZCFS AND APPLICABLE LAWS AND ORD$NANCE$ E•Oli THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETEWtYmIN£ THAT THE WORK IS PROCFMING IN ACCORDANCE WITH DOCIZIMS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOUDWINC, AS SPECIFIED IN SECTION 127.2.2. 1. Review of shop drawings,. samples and other submittals of the contractor as required by the construction contract documents as sulmiltted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code required constrcution cdnponents requiring controlled materials or construction specified in the accepted engineering practice standards list + Appendix B. PURSUANT To SECTION 127.2.31 I SHALL SUBMIT PERIODICAL SS WITH PERTINENT COMOM TO THE BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL tr Y COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. TEp a A SIGNATURE SUBSCRIBED AND SWORN TO ME BgORE THIS 29th DAY OF July 19 91 Notary Publip C... J� My Commission Expires �3. GRAHAM/MEUS INC.ARCHITECTS 1 224 CLARENDON STREET J BOSTON,MA 02116 TEL 617 267-9399 FAX 617 247-3350 I GRAHAM/MEUS PRE-ARCHITECTURE 1 ARCHITECTURE FINAL INSPECTION AFFIDAVIT J INTERIORS To the Town of Salem Building Inspector Re: Salem YMCA Swimming Pool Addition I certify that I, or my authorized representative, have inspected the work, and that to the best of my knowledge, information, and belief the work has been done in conformance with the permit and plans approved by the Salem Building Department and with the provisions of the Massachusetts State Building Code and all other pertinent laws and ordinances. Graham/Meus Inc. Architects AWNe Mass. Registration Number: 3564 GARY GRAHAM,AIA SHELLEY M.HARRIS,AIA STEVEN C.JENNETTE,CSI DANIEL L.MEUS,AIA ROBERT G.OUIJANO,AIA STEPHEN W.VAN NESS,AIA RENE MUGNIER A.SvG !AJII ES, I l,C. STRUCTURAL ENGINEERS 56.70 UNION SQUARE SUITE_ 204 SOhKW:LI.E, YR 0'441-7y ,, a _,FF .�'.' l =65.555F, FAY, (6.17) } i Outober 30, 1992 Mr. ban Meus CRAHAMlMFUS, Inc 224 Clarendon Street Boston, MA 02116 HE; Salem YMCA Dear Dan, This is to make you aware of :,y , :sit of ':`1 'I, , '7 __ 0a above menri Jned building. The poryo-s of t ':s vinic an ,-.r,_?'.y Mlle apparent str'gctural conji0en a -.e W7110;_ _ j , . determine "V tha stat; -i ._. c '>i,.111 a - T1s'- phis qual.7.7 cat i`"s an 'A'@!.. "w. ;y yrox .103 11 you ., 00 visit. . � After :cci.i;+g at c. '. . _ .::.r: we .. ,: .. ,-. il . .,r, � . ,. �. o _ ._, . .. finished wail of the bu ;lase. .1 i5 WL, , , t ,._ U. obsex-vation dur!ng Vis_ 1-i.r- in ! 4,61_ 11'- W` vtructurc bas been buil. :aceociing t. , _ ,:a Specifications. if „J.1 QvR dyj .elk.tain r c . 01'= ___. _ to call. me. This .. ';vv and ,analy isa- 'based u•• c . _ lbip. and apparen, ton..itiv, _i An uildl,n- sod 1k, inaj :^nery, On the :late of 0.2 iie"act- _.•ar. A1001 . !I .1i performance: of tibe Wspe.ct ', _ ..,... r t„!' . a aat . .. latent ., . concealed AWLS which 04, .L' .: .: 1 or gil.ara is oxpressxd or .WP _d :J i,i FCr. C - WV , scaic. , inter,, hoodrNis, o . a. ' . m:, i Wy in ,he bent exc, lsfl of our •C',itj rd jalgran* . Wnclo%i4n, in Aim rapott are based on normal, wrrki 1, d ;Act+ora; ?:ems. _:edictions of life squotancy and the .._ran- .. . i ,seta' life at. iscessa ii'j KinAd ,. _,t_i- an'is -.. . s ... . comparisons. it is Vac -K „nd0L :ti^d 11 , . . :n alter the teseful. Afo Of ai'fy' item. _ 0i: ..a , irregularity . ivri il. .:tq, 4r .w :Cee;, W n- -, . . , .,v KA� COnQ1t 1C%1g, dCt.a c, .f Goa ".+it •.. .-.See_ ,. ::Cii i, :5".try @. L. :. _ 1.K_ impoWb3sr to &WL, p ., W ton eat% itep, replacement . IN Cl_ ur l.:rF- e.` pmts aua.< . =_., components 611th '.; the nbo-y r rend - ;ropenrl, nen f a"Mor, consistent with thkir purpose at t .t%e tinu ladtn .. _on, but duo to theiv mature are anbje.t Lc da cicr:i wit --04 -e All repairs recodT1nd e herein '.c, . .G g t foam a structural. engineer. Should .ve any .s, 0 ra;nIx our services for an investigation and the structural plans, please feel free to contact t cli �0'd -JH1Cli Very truly y0�ti* .0 4; Rene Mugnier,;., i al BENE MUGNTER RM/psf r, 9 49 12: 1,500, 44,5ql3 P.01 724 CL AW:NUO, E tl :;;OH,fl.uv P4 I t L 1.1 71r1 911) lAY. W;41�j-, _j GRAHAM/MEUS clue mc..0t,f FAX TRANJI S MISSION pi I OF- FAX Na.: Llln> F R.W -vt PROJECT NO.: DATE: INCLUDING Tr �S COVER SHEET L IMN-11L N*U:!,NA A"' 0,11JAtlQ,AA 41EPHL'1W N.N!p;,AIA 6 CONSTRUCTION CONTROL PROJECT NUMBER: PROJECT TITLE: M YMCA MTAlZQt4 MY51�«I... rfINp-c r/AGlm. PROJECTION LOCATION: Oh{E %W#LL- el?a--7 c'�LEM Mr1 • NAME OF BUILDING: NATURE OF PROJECT: �y7 TO y� A_ NFW SWIMMINC3 M- No_MP-0= A'65- 92 -r.99 IN ACCORDANCE WITH SECTION 127.0 OF THE MASSACHUSETTS STATE BUILDING CODE I, PY4t'• $ REGISTRATION NO: ??7-64 BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT HFNEBY CERTIFY THAT I HAVE PREPARED DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: / ENTIRE PROJECT ARCHITECTURAL V STRUCTURAL FIRE PROTECTION ELECTRICAL. MECHANICAL OTHER FOR THE ABOVE NAMED PROTECT AND THAT TO THE BEST OF M1' KNOWLEDGE SUCH PLANS COMPUTATIONS AND SPECIFICATIONS MEED THE APPLICABLE PROVISIONS OF THE MASSACHUSETI STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRACTICES AND APPLICABLE LAWS AND ORDINAN•.Sa FOR THE PROPOSED USE AND OCCUPANCY, I FURTHER "ZalFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTR'�x TION SITE ON A REGULAR AND PERIODIC BASIS TO DETEF.MINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 127.2.2. 1. Review of shop drawings, samples and other -jbmittals of the contractor as required by the construction contract documents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedures for all code required constrcution components requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix B. PURSUANT TO SECTION 127.2.3, I SHALL SUBMIT PERIODICALLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUP SIGNATURE S •,AND SWORN TO ME BEFORE THIS DAY Z�� OF -J(I�[�y' 19� c TH GF 1! c 'ishdoD 'SONE a3mJjni 92:3T TG, b2 1F =,TT c8 '9'' 15: 17 TUFFNER ERGS. idvST. R. ' 'AAHA,,AEU:INI] Ak HITEi;Ta _ 6V3rCrl.:AAp21fE NA,W 247,'31]0 J GRAHAM/MEUS rFE.AGr_Hlr�r i_.r%=_ G; Irecn,gc FINAL INPECTION AFFIDAVIT I Iq?EGIOF.; To the Town of Salem Building Inspector Re: Salem YMCA Swimming Pool Addition I certify that I,or my authorized representative, have inspected the work, and that to the best of my knowledge, information, and belief the work has been done in conformance with the permit and plans approved by the Salem Building Department and with the provisions of the Massachusetts State Building Code and all other pertinent laws and ordinances, w.tn tr,. foitowing exceptions: t . 2 hour partitions at existing bldg, windows were not in place. 2 2 hour partitions at future star to existing bldg. were not in place. 3. Fire stopping at communicating stair was not complete. 4. Column in finer equipment room in existing bldg. basement was not protected wit hour enclosure as requested by bldg. inspector. Final inspection of 2nd floor steel beams was not completed by structural erlgine2c, Rene Mugnier, Assoc. Inc. Graham/Meus Inc. Architects �ass4egMousistration Number: 3564 Date: U o?� AF,C.G.,NAIo AIA UAHIEL:.KlEui 4,A FO©[Arc', ODUA,lo All, STE✓hEk'N /nlv No_i.nil: GRAHAM/MEDS INC.ARCHITECTS 224 CLARENDON STREET BOSTON,MA 02116 TEL:617 267-9399 FAX 617 247-3350 I GRAHAM/MEUS PRE-ARCHITECTURE ARCHITECTURE To the town of Salem Building Inspector INTERIORS Re: Salem YMCA Swimming Pool In regard to the Final Inspection Report, exception #5 , Structural Engineer final inspection, we wish to report the following: The purpose of the engineers final inspection is to review the welds and caulking to insure minimizing future maintenance for the steel box beams on the second floor structure . Our review of the actual construction , the field reports of the structural engineer, and the reports of the steel testing conipany , convince us that these have been constructed according to the original plans and specifications . Graham Meus Inc . Architects Dan an/L . Meus Mass. Reg. No. 3564 Date: of !Sw/ - �Iz GARY GRAHAM.AIA SHELLEY M.HARRIS,AIA STEVEN C.JENNETTE.OSI DANIEL L.MEUS.AIA ROBERT G.OUIJANO.AIA STEPHEN W.VAN NESS.AIA GRAHAM/MEUS INC.ARCHITECTS - LS Ij 9 U 224 CLARENDON STREET TRANSMITTAL LETTER 0 BOSTON.MA 02116 SEP 2 O I991 1 TURNER BROS.CONSTRUCTION, INC. PROJECT: %PKMY146A ---7RCMtCrS. PROJECT NO: _jTO: rI)R4W Z GO��j gU DATE: I-7 �I 3 Ml4 02-,3-7,4- oM a M ATTN: &b -tU R W eiK v m r 1-0 FOR YOUR: ❑.approval ❑distribution to parties O information ^' v N W ❑review and comment Ell record v 01 use ❑ THE FOLLOWING: ❑ Drawings ❑Shop Drawing Prints ❑ Shop Drawing Reproducibles ❑Specifications ❑ Product Literature ❑Samples ❑Change Order ❑ COPIES DATE ITEM No DESCRIPTION I2S�°9 I.a;L V f REMARKS: COPIES: -JBY44CAY 1'9 IE5F>, .V 11_�.��iL�a��L`��( RENE MUGNIER ASSOCIATES, INC. STRUCTURAL ENGINEERS 6670 UNION SQUARE SUITE 200 SOMERVILLE. MASSACHUSETTS 02143 I� PHONE (617) 6665566 FAX (617) 6664115 4 GRAHAM/MEDS IA'C. v j September 12, 1991 90-140 Mr. Bob Quijano Graham Meus, Inc. 224 Clarendon Street Boston, MA 02116 RE: YMCA Salem Dear Bob: This letter is to report to you our findings during our site visit on 9/4/91, the purpose of which was to look at the bottom of the foundations to verify that the bearing soil was as described in the borings and was as the proper depth. We looked at the foundation and were satisfied with the quality of the soil (Photo 2). We found the footing to be slightly offset relative to the supporting member above. Fortunately due to the high quality of the supporting soil, we feel comfortable that the footing could be poured as is and that no change is necessary, as we are afraid that digging deeper would undermine the chimney (Photo 2) . It is important that the backfill be done in a very thorough manner so as to prevent any horizontal movement of the adjacent structure. Should you have any questions regarding the above, please do not hesitate to contact me. Very truly yours,- i Rene Mugnie rincipal RENE MUGNI AS$0 T);33- INC. RM/psf 3.0 • r ¢ c,3fi `�tA� P &p`�qD yry 9gP •� e4 "S' �` ry A"' b,b i s ^2C R k. �a�aux. abs a 1 � t '� ss M-1 `ae" s�§{y y 9¢. l A f £ 5h R 6 X Qatu rif �3ttlem, Hass chusttts ALL DFS,m OP..2S OF SIX (6) OR MORE RESIDENTIAL DWELLING UNITS OR 10,000 SQUARE FEE'C OF COWURCIAL SPA=- ROUTING SLIP REVIEW AND PASS ON AS INDICATED LOCATION: Uh-c SerrcIt S-f- DATE TcL 2 6. APPLICANT: lahutz a6 cwsf J,�c INSERT DATE WHEN PASSING ON Date 1 CONTACT PERSON: FgffO R CITY PI1:N[�7F]2 M.9GPC,a R E7- )o w-O " 3QFPARTmFNT' FIRE DFPP_RTf:Tw CONTACT PEmou. C' 2 IN,SPF.C`['C,R TAPOIT M 2✓ �2� 4 DEPARTMENT : DFPUTM. 7 CF PMMIC SER�iTCES dol y( CONTACT PERSON: DIRECPOR r iCr o�✓ �QJ�J " 5 CR- CONTACT PFRSON- 6DEPARTMENT: Q '•' ""' --17-ac^ / CONTACT PERSON: 71WAI 7 DEPARTMENT: 8 DEPARTMENT: CONTACT PERSON: RETURN TO BUI?SDI*:G DFPART^^_F-N7 CITY OF SALEM, MASSACHUSETTS PLANNING DEPARTMENT f'P,'.'.O V;AVAI;AUGH }\\ ONE SALEI4 GREEN G= '- ��. 1 01910 MY PLANNER (617) 744.4560 TO: All developers of six (6) or more residential dwelling units or 10,000 square feet of commercial space FROM: Salem Planning Department/Building Department RE: Salem Area Residents Construction Employment Ordinance --------------------------------------------------------- The Salem City Council recently passed the attached ordinance which requires that all developers of six (6) or more residential dwelling units or 10,000 square feet of commercial space hire specifi-C percentages of Salem and Salem area employees for their construction work. B The purpose of the ordinance is to ensure that Salem and Salem Area residents receive the maximum benefits from the growing construction ecomeny of the City of Salem. A preconstruction conference will be scheduled by the Planning Department to discuss and explain the developer' s requirements as outlined in the City of Salem Ordinance. The following information shall be furnished by the developer to ensure compliance with this ordinance: Upon issuance of a Building Permit, the developer shall submit to the Sales Planning Department the following requested information: a. scope of construction; b. construction time schedule; C. projected number of employees and man—hours; d. types of trades to be hired; and e. names, addresses, and principals of contractors and sub—contractors being hired. Upon initiation of construction, all developers shall submit weekly workforce reports listing the following: a. names of employees; b. residential address of each employee; C. craft of each employee; d. job category of each employee; e. hours worked of each employee; f. hourly wage of each employee; and g. company which each employee is employed by. J q/i.145) S INC.ARCHITECTS GP.4HAM22MCLARENDON STREET JTRANSMITTAL LETTER BOSTON.MA 02116 PROJECT: ! n( YMCA . ARCHITECTS p p� `5&leM1 MA PROJECTNO: 10ML JTO: C� E�IJJW(He VW1f\TMWT DATE:• 04E - SALEM PINT! Mh. (9140 ATTN: MR•WN5. . FOR YOUR: ❑approval ❑distribution to parties ❑information ❑review and comment remrd ❑use ❑ THE FOLLOWING: ❑ Drawings ❑Shop Drawing Prints ❑Shop Drawing Reproducibles ❑Specifications ❑ Product LLiitte�rratturre�r.T I�❑f `�1 Samples �p ❑Change Order rV/M t1 t a`5 OD I OVIV 3 COPIES DATE ITEM No DESCRIPTION REMARKS: z r-, -c r- T r co _ aJ .� COPIES: ¢V cn r� !n fV J BY: - ,`3 2 M O YJ 1 3 9 2 R E H E M U G H I E R ASSOC . P 01 BENE MUGNIER ASSOCIATES, INC. STRUCTURAL ENGINEERS 66-70 UNION SQUARE SUITE 204 SOMERVILLE, MASSACHUSETTS 02143 PHONE (617)666.5566 FAx (617) 666.4115 January b, 1992 90-140 Mr. Bob Quijano Graham Meus, Inc. 224 Clarendon Street RE: Salem YMCA Dear Bob; This letter is to confirm our conversation during our visit of 1/3/92 to the referenced project as directed by you. Unfortunately the front and left wall of the building (as one faces the building from the street) were already built to the top of the second floor. This prevents us from commenting on the construction of that wall, since there was no way we could verify that construction. We are nevertheless concerned with several problems: The most important problem at this time is the lack of horizontal bracing of this wall. This is extremely improper and very dangerous as this wall does not have the capacity to resist wind forces as given by Code.' We immediately made you and the Contractor, as well as the brick contractor, aware of this situation, which is very much a hazard, and this prevents further construction of the building without this being addressed. We also noted that towards ,the back of the left wall there was a very important bulge in the wall which was very noticeable. Upon looking at the plumb line, we noticed that the bulge was approximately 1-1/4" at the worst point, and that it was relatively plumb at the location of the main girder. Upon verifying these dimensions, it is our professional opinion that the wall could still resists all forces applied to .it once the building is constructed. However, this may still be architectural concern due to the fact that it is extremely noticeable. Also, more exact measurements must be made in the vicinity of the area of concern to have a more definite judgement, We then proceeded to the top of the wall where we noted several problems. In holes where the bars were protruding, there was a lot of broken-block debris. This debris will prevent the concrete from properly performing in the blocks, creating some voids which is against the purpose of this construction. This of course raises the question as to whether this has been done on the part of the wall which is already built at this point, i.e. , whether there is discontinuity on the concreting of the rebars. Y.J_0 N — 6_ � f9 u N 1 3 0 2 B E N E N U G N I ER ASSOC P _ 02 I We also noticed that at least one of the bars was loose although it was buried in concrete, as it was very possible to move it with one's hand, and this implies a lack of bond between the bars and the mortar. We also noticed that one more course of block had been added, preventing the construction of the bars in the topping, which are supposed to return into the masonry blocks, These problems indicate substantial concern for that part of the wall where we could not observe its construction. Should you have any questions regarding the above, please do not hesitate to contact me` ± PFM�QA�•.• .. 0 Very trul�i;;�Y u E ai •�I G> yq U Rene Mug rrl : ,,, - :' ripcipal RENE MUCNI I: INC. INC. `hti'1Hi. � RM/psf 4.0 ARCHITECT'S OWNER ❑ FIELD REPORT ARCHITECT ❑ CONSULTANT ❑ AIA DOCUMENT 0711 FIELD ❑ PROJECT: 5lSM yjHCq (JC--W .SWIMMING fes.. 8J FIELD REPORT NO: 3 CONTRACT: GAfzDJO•V/�glhC� /+P�i°�. ARCHITECT'S PROJECT NO: tJ%j&02, DATE �J �PN. 1 12 TIME OM , WEATHER TEMP RANGE %V0 450 \.J EST. / OF COMPLETION ,w% CONFORMANCE WITH SCHEDULE (t ) WORK IN PROGRESS � - c PRESENT AT SITE WGiI� �'(tCf(5PI�5 At D M AL IIM � 6• " U! b1Wf�M hI�F lid, OBSERVATIONS p �rcu �cT ch wru NOfCiH r�—nac� PLAID MM6L, L.t-t� M car M51 R��;� QN H `•-� "p 'rtt� )t. cnryu MOCKGtW/4_ fC)hf f;�ftF4S TO MMNA • MM Wa4t E"D PoR sCIRiMML.. rDNc.�f�N� WP1lS fW/� f 1 CONST I� WITMJT f6C-KO To ttKrz4 t . U M a1NT� P C.it�l•L OIG � ll�T JN"o `- I�PZUf� t�Ai�t lo(ra•'f5 WP!-1_ �il'�i� I�b"yIIC�S GL�nIIN� PNb i PNS q CN MMM M fel NTI N6 fH� L4NST(zUCCIGN OF �}tC P�OVC� M04I1 c-0 V N15 W GQMPI Cr >� PRIo(�To At`ZUi iT�GT hNt� QMNq- C-7IFDM C-7Ia1,A6 FIATS : RCt To s(T�1JclZJ( t fofiT ATChG{1t� ITEMS TO VERIFY INFORMATION OR ACTION REQUIRED _t] FfzoVl'Aa1 of: 75:mrymtv t1oF1zG�lT� �P�ING QF GMU EXTkC�10(� Vyr�l L mc '-D FU fzlff (ANSTRUGRGN ATTACHMENTS REPORT BY: 1�61 (JI�ftiNa AIA DOCUMENT G711 • CHITECT'S FIELD REPORT • OCTOBER 1972 EDITION • AIAO • © 1972 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C.20006 page of pages RENE MUGNIER ASSOCIATES, INC. STRUCTURAL ENGINEERS 66.70 UNION SQUARE SUITE 204 SOMERVILLE, MA 02143-3032 PHONE (617) 666.5566 FAX (617) 6664115 October 18, 1991 90-140 Mr; Dan Meus Graham McuS, Inc. 224 Clarendon Street Boston, MA 02116 RE: YMCA Salem Dear Dan: This is to make you aware of the result of my visit on the above mentioned construction on 10/11/91. Thg purpose of that vis it was to discuss changing the depth of the pool. I[ is our professionalopinion that this could be accomodated as the original footing of the exterior perimeter of the YMCA allow for that change. We, neverthelesis, need to see the exact configuration of the pool in order to make the proper changes. You must also be made aware that steel for the pool have already been cut, and therefore, some splices will be necessary which need to be properly detailed and sized. If you have any questio>ls regarding the above, please do not hesitate to call. Very truly yours, Rene Mugnier, P.E. . Principal HENS MUGNIER ASSOCIATES , INC. RM/msd ^c: Bob Turner r r :CFITECT'S O NITECT a AC -U-a' REPORT CONSULTANT❑ q ')C°CUMENT Gi11 FIELD Q /LE/S' FIELD REPORT NO: /� r✓ . •f �`� ARCHIIT�E�CyT''S PROJECT NO: I� , .F � C�,I TIME -{ •3O WEATHER TKI� 41WD"T TEMP. RANGE kW °COMPLETION ,yy(V% CONFORMANCE WITH SCHEDULE i,.. PROGRESS (✓v/v,OlQOL(iiv S PRESENT AT SITEA :ERVATIONS uon �� v� :7L> 9YAf t�7 Pte. r 0"xvn r-'3 VERIFY Vl�N -'I,4TION OR ACTION REQUIRED '��(�� cr- Poot- ITT IMENTS - ` `-,OrUMENT 6:71 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION • AIAR. • ® 1972 "F ?I%RICAN INSTITUTE OF ARCHITECT5, 1735 NEW YORK AVE., NW, WASHINGTON, D.C.20006 , page 0( pages � C1771 11:b1 hKUI"I Gb(7.]77 IU 15bb'dSbdtilJ F'.bG Wt1ITLCT'S OWNER CH ILD REPORT CONSULTANT D /. 1 DOCUMENT G711 FIELD Q {Yl.t'rllJ ! ',� WHL!-'E✓ ()IECT: 7mir4k 5VA914 FIELD REPORT NO: J �l1 '?NTRACT: b/A ,/ARCHITECT'S PROJECT NO: Si�(�+`L/ ' 'ELE l0 W E TIME 1'00 WEATHER 5C)>t "Lf TEMP. RANGE - kW /,D•5 ' r f. °/< OF COMPLETION !O CONFORMANCE WITCH, SCHEDULE I I, -) ' owl ''�,` - ':,)RK IN PROGRESS .. PRESENT AT SITE [ lao COPAL fC ELS{ ,.•-V aad ;i ERV,ATIONS 1�V(�G'1� Ali;Q'(�ZfJ�1, Ali 157 C�(>�1� w�L Zl�o - ISL Gp Amp s (AIM.' _ � � � PD/�p�Zb� l��Lc. !�'•(NQ'Q/� Bim_ ��,rbx.. PlT" WlL5 Aa/1ekA�Q. t.15 TO VERIFY OP7f FMP-44,5 AN) or 7`RtOATION OR ACTION REQUIRED WVC Ojk) ac4VLpj l-aI 2 , ' IIACHMENTS FrORT BY: �.yj� DOCUMENT G711 • ARCHITECT'S FIELD REPORT • OCTOBER 1972 EDITION AIAnS ® 1972 "-'E AMERICAN INSTITUTE OF ARCHITECTS,1735 NEW YORK AVE., NW, WASHINGTON,D.C.20006 1 page Of page5 atm A 7 46 Eastman Street (Rtn 106) P.O. Box 238 Easton, Massachusetts 02334 508-2386922 238-1352 FAX 508-230-2810 March 1 , 1991 Mr. William 'Monroe Salem Building Inspector 93 Washington Street Salem, MA 01970 Re: Salem YMCA Dear Bill: Thank you for the time you provided us with yesterday. Xd' As we discussed, we would appreciate it if you would interpret the need for the third egress from the second and the need to install an elevator in the project. I have marked these two issues on the drawing with a highlighter. Also, I have enclosed a breakdown of the estimated construction cost for your use. Very truly yours, Robert M. Turner Vice President RMT:jll TURNER DROTHERS Construction. Inc. ESTIMATED CONSTRUCTION COSTS FOR t SALEM YMCA 2.1 Cut and Patch $10,000.00 2.3 Curbs $5,400.00 3.1 Concrete $32,709.00 4.1 Masonry $110,000.00 5.1 Structural Steel $75,000.00 5.5 Miscellaneous Metals $9,900.00 6.1 Rough Carpentry $1,757.00 6.2 Finish Carpentry $2,000.00 7.1 Damp Proofing $8,729.00 7.5 Roofing and Flashing $12,000.00 7.9 Caulking $1,000.00 8.1 Doors, Frames and Hardware $7,000.00 8.2 Glass and Glazing $20,000.00 9.1 Drywall $46,128.00 9.2 Acoustical $7,028.00 9.3 Floor Tile $16,250.00 9.4 Carpet $12,000.00 9.9 Painting $9,000.00 11.1 Pool and Equipment $235,000.00 15.1 Plumbing $29,500.00 15.2 HVAC $120,750.00 16.1 Electrical $89,000.00 17.1 Roof Equipment $18,288.00 TOTAL $878,439.00 Ew&o A 7 k 46 Eastman Street (Rte. 106) P.O. Box 238 Easton, Massachusetts 02334 508-238-6922 238-1352 FAX 508-230-2810 October 18, 1991 Mr. David J. Harris Asst. Building Inspector City of Salem One Salem Green Salem, MA 01970 RE: Salem YMCA Dear Mr. Harris : Enclosed please find the Field Reports for the Salem YMCA. If you have any questions, please don't hesitate to contact me. Very truly yours, h? Robert M. Turner Vice President RMT: lms Enclosure L 1 h E sALL-tA YMCA �l i EQUIPMENT SPECIFICATIONS for i SALEM YMCA - SALEM, MA l i i I j i 711M u U. iq A"I �1 6' � J I', I-VIN i F v, > 0 J 0) q o 71'0000� U) J c n 07 j ),go, ot ul 0 0 a 3 ILI) 2 P. 3� 00 1L------ 0 0 A g - - - -- - - A 01 22 :r A 0 0 — ----- ------ IT 2 4 � q , 5wo OL d 0 3 g j 00 ul 't'r, 00 >. w Ir If q .3 19 15 19 19 10 Lo (1) 0 4 cc u cr x - - ! - 10 0 iv!6 0 :,�Rvr>� u I V s 3 3 ----------- w uj co �n - x �j - -- - - - -T- 1 0 CL I v 4i J� ti 0 9 V it �f A tZ :2 0 d2 20 LL) u 0 c 0 u co ci C, 14 ILL 0 (j q OD 11 .94 - . ij .0 0 tj 0 1w 0 0 r p nj, C4 CJ 0', 19 1z U U U L u on 00 19 0 J j d, Ci 0 It 3 j 9 - - �T 'y tu KIRW e*§ _.. `4 10, 01-n-11q n NEPTUNE.— RAPID FLOW FILTER SYSTEM rt DIMENSIONAL CHART STD. FGD. & eacxwgsH' DISHED HEADS O k FROM PUMP r! H A J J M = C {t C _ TO POOL „ EB D r 'i FSQER SIZE q B c D E F G i H � ( . t m 36 3 368 41,6 642 5 218 154 541617616 42 3 428 476 66e 4 218 IS 55,6 7716 tri 3 488 5316 678 4 218 ISa11,91-11 Q� 4 488 536 678 4 23 164 5411 79,6 AL1 54 4 548 59,5695 4 23 174 56i' 81 i6 U 60 4 608 65,6714 3 23 178 575825 a r 4 662 71 5 72 a 3 23 17 s 58,6 83 i5 . 66 6 662' 72 72413 26 19 60I'188IG Q --mb- 72 6 1722 78 748 3 126 198 62i6i90I 78 6 782 84 1764 3 1 26 20; 641692,5. 84 6 1842'19017761 3 126 21F165isi93i6 ' 90 6 902 96 792 3 26 228 67,6 95 s P, 96 6 962 102 818 3 26 234 69,697 s x e 1962'1 102 818 3 13315 2341648 101 is 02 6 102511086183 3 26 248 7016199,6 81028 1085 83 3 331;24 8 665 1031 00 6 1108E1u416184? 3 126 251720110061 8 1t0a FI'14, 1E42'1 3 1331.'1 25 1c9 E 1104 i 114 6 1114P1120i518681 3 26 25a 741E1102FI , 8 1481ijpi686813 33525s69s1t06o t 5 I 3 IS 1 3 I3 „Cp a" 120 8 1i20E11261�87Gi 4 33i61272172p110E,o DNG A0. 44a I PG ATO I.la s r. ��'.;�•�" '.' s*s N� °iii` "-'' ";� ' ;'X4^6§"�,�hH`�-� i"au `.a" - tT�"3y '" Mrar�t"t`*,�,, ��c � '��4 `. �� A�3'radltlon of Leadership In Quality Design and=Servlce� ��, r �r f��,=m�� e � ,,n. ,,-'✓tr 3",t, a, ..�.A «+�a�� r a^�s.�y� s`�fir± : .r�Y^xz a.� d x ,Y"`c � { t^ i ` � �,��s ,.,��'One Bndal Avenue��P O Box 578 West Warwick RI 02893�_Call TOLL_FREE 1 800 832 SOO7,wrthln RI':401 821 2200 '� r` ��, �"risJF �s,'� ^�' 4-y;'h� x. .w.�,��i"f. .3..4f�'�e�,�'?.%�-C.�✓7�vw+ �i ''.."� i.�+.� a."`�ry�.t � x'„ f*$` _ _ `� � ^. �° .$, � ��S-�b •ri" m-ik £ ,H��f �`s �'»3�'�� '` ,y d{p�,,��a; -€�?a e{% ;-`*at�"�i"?z� �g ` GAUGE PANEL Y MOUNTING BOSSES — 4-20 ' C= TAPPED IG B ,4 4 ti d 3 kk MAT'L: CAST ALUMINUM W/EPDXY COATING ' Z, 07 ti FOR USE W/42 DIA. PRESSURE GAUGES SEE DWG. N0. PVG-1 i ISIS-TALLA�I�r�l - VJALL" f •taU/J TEp PIPE ale, DEEP JxCl ¢r�. p I ACCEPT Q-ZO i N { STKAP�I,.la f! r eOL-r � z. . 1"X s x 12" PIECE; P-/C SHEET nt &sx 6AL1GE PAfJEL. - _ ttiw DWG N0. U-1 - Pg No IIS ro �+ g, t. aFs ;��,,:One Bridal Avenue;P O¢Box 578 West€Warwlck RI 02893 �Call TOLL FRES 1 800%832 8002; wnhm RI 401-821=2200 ,*�}�„; _t".�fi'S,�'a� �3w xr_a%.is�i'a.v..,k =;'n�z�. 55'a §r�✓"�b.�Ph."aM.4 .ds.:;b4.�m �'.�^'4, z-..� ,v."h�_ � ,T�. q--: :,�v�,.,� • ax+lgg '�` xn r 4 �4T�u�t x � x rYt j_�r=fi �brw.M-: r�eJ�a -max n,S,��.•lyt r•� -aia?-`xassw,�' < a15�� is,"..,',�}�ce3.� 'Y:�•�, �'`Y� est°'re` ` �Frt RD r Gouges o 5^v Is 20� s30u , m aux SERVICE: Designed to meet the requirements of Heating,Air Condition. 5, ing, and Plumbing Contractors and equipment manufacturers. fi r„t CASE AND RING: Polypropylene turret case with polypropylene snap ring and a - "*ar s gaskeled glass crystal. "e} DIAL: Heavy gauge aluminum with black lithographed lines and �- numerals on while background. 4%-size only. c tat RANGES: 30 Figure pounds Graduations + 0- 30 psi 5 pounds K pound 0. 60 psi S Pounds N pound p 0. 100 psi 10 pounds 1 pound 0- 160 psi 20 pounds 1 pound 0. 200 psi 20 pounds 2 pounds O� 0- 300 psi 50 pounds 5 ponds 0. 600 psi 50 pounds s pounds 1 0. boo psi pounds 30"-0. 30 psi 10'& 5 pounds l'&1 pound <` 30'-0. 60 psi 10'& S pounds 1'&I pound 30'-0-I00 psi 15"&10 pounds S'&1 Pound C7 ' POINTER: Lightweight balanced construction with adjustable feature. - - .; MOVEMENT: Heavy duty bronze rotary type movement with bronze links _ and screws. 60UR OON TUBE: .. Phosphor bronze. Urge bort tubing used to insure longer life of gauge-Silver soldered to socket and tip.Stress relieved. Vacuum tube is soft soldered to socket. SOCKET AND CONNECTION: Forged brass machined socket and connection with wrench e flats in K" NPT lower male connection. { yj ACCURACY: Guaranteed to be correct within 1% of full scale. j+ CASE DIMENSIONS: 1 SrlSi F "A 5>Si a c o - t't Dlu(r,SiOrrf G NO PVC-1 P No VI 15 ` ` ' ak.''`m?5= rJT"� 'z9.'� `' 'a," -`4 .k' r'-:z 't k4.s�3'w:"..•e"+ S x�'c" i �i, i'"°' r`"`'4 M�}n ,aT''hs5 .- `� � '"°�� eA T�adltio� of�leadlrtr hl minµualrt ;D�es�l nand Servic e�,�Y�tom"`"" � r "i}�� ':One Bndal Avenue, P O Box 578 West Warwick RI 02893�,.CaIIxTOLL .FREE 1 800-832 8002within RI"401 821=2200 ,�P'"k�' .xsx'd.�?"' ,L, x" -� � '%.t`b:>,:*•�°'"'" •�w" �' h�{e� �Rs'y�r:�a,�z i�.� „,u. � �.F x= rx'�;,.j:, r a <� .... .i`.':. n"S. v" -4feF � 'i�' sF »f AM d tF 1k. e+i _ -- n;�.gr. , � Nr."-�.w"` f s ...E S `I'GHT GLASS Y cast bronze o f Ak2 �-- '2 0 s 38 OrL- R I 1 F.PT. 2 ,. o0 25"0.D. X24 LG. PYREX GLASS : a PARTS LIST �1 ' PART NO. DESCRIPTION 'JJ 2485 PYREX GLASS 2202.. GASKET SET 2423=2 SECURING BOLT ASSY. J 40269. TOP COVER- NO. OVERUK NO. NB-101 F P No s "' N -"ram •.. -.c+�; .Yx ,P..f �,`>`+".,..K'y "'•ar � � IVI�TIJIVE� � Sys . r . h s r rq�Tradinon of Leade�shrp rn Qu„'ality;Design and Service��' �`�}� '�-"�Y �� ”' �k I 'Onr�dal Avenue, P O Box 578 West 1Narwrck RI 02893 CaII TOLL FREE 1 800. 832 8002; within RI 401 821 2200 ' �`£.'�abi�i^ +mom-�TM+rIV`a .:.. Yw .,�3••"y.,:,, t n�a div T 'k` � r 5. � w,*P -C,.*A.'§-� .kt .. 3ti -> ,a ,..r �, .-.. .. n y 5 .......>.=xv ,1 x. d..:km,c .4A:,":."' r..✓ ....x. nt..s .3..r- .Y�,y-.L...-,��.. r. -.. h� i jroK�i�-rv..,+ �+ s.^- .Trb,. ._ '�5� , .ia. . a '= to v F .e fi 54- 2A - . ��:3!- ." , S i 45J.. *. y;:.. m e5`• x x: BUTTERFLY VALVES d4 A Dimensions 3. Basic iValve � t'4 Inch w" , (Millimeter) MIF°'kms-''^t,59� NP, r 0I F o , _-{ Valve Slze Dimensions C. o o� A In MM A 8� 8, C D E F Gr G, 54i fw. 0 0 ^-J. 2 50 1.66 6_12 3_75 4.94 2_44 .50 4.00 6_50 6_50 ' *� (42.2) (155.4) (95.2) (125.5) (62.0) (12.8) (101.6) (165.1) (1651) _G 2.5 65 1.78 675 4_25 5_50 2.62 .50 4_00 7_00 7_00 L_ 0 .. - I E (12 (45.2) it 71.4) (108.0) (139.7) (66.5) .8) (-101.6) (177.0) (177,B) 3 80 1.78 7_38 5_00 5_75 2.88 .50 4.00 7_38 7_38 (45.2) (187.5) (127.0) (146.0) (73.2) (12.8) (101.6) (187.5) (187.5) 3 c 4 100 2.03 8_75 6_00 7_00 4.f2 .62 4 00 10_00 8_00 x. (51.6) (222.2) (152.4) (177.8) (104.6) (15.9) (101.6) (254.0) (203.2) 5 125 2.15 9.75 7_19 7_56 4.75 .75 4.00 11_00 9_25 C (54.6) (247.6) (182.6) (192.0) (120.6) (19.1) (101.6) (279.4) (235.0) y 6 150 2.15 70_75 8.25 8_06 5.06 .75 4.00 11_68 10_38 (54.6) (273,0) (209.6) (204.7) (128.5) (19.1) (101.6) (301.8) (263.7) 8 200 2.35 13_25 10_50 9_44 6.25 .86 6.00 14.62 12_75 £' (59.7) (336.6) (266.7) (239.8) (158.8) (22.3) (152.4) (371.3) (323.8) s" *a.. t0 250 2.66 18_00 12_62 11_19 7.75 1.12 6_00 17_88 14_88 (66.5) (406.4) (320.5) (284.2) (196.8) (28.6) (152.4) (454.2) (378.0) 12 300 3.03 18_62 14_69 12_81 8.94 1.25 6_00 20_62 17_12 r 5 D (77.0) (472.9) (373.1) (325.4) (227.1) (31.8) (152.4 ,W�'1�. (523.7) (434.6) Dimensions are subject to chango without notice. L r zP3.� -C'z Request certified drawing/or piping layouts. ' c h "r r Actuators Inc eler) o 1 qr Valve Slzc Dlmennlona - h r _ 2 50 10_25 2.00 6_75 O B (260.4) (50.6) 62.0) (171.5)1 - 2.5 65 10_25 2.00 2.44 7_3131 (260.4) ) (62.0) (185.7) B ) - 3 80 10_25 2.00 2.44 7_55 (26 (50.8) (62.0) (192.0) vl. 4 00 25 2.00 2.44 8_81 (250.4) (50.8) (62.0) (223.8) b _ _ 5 5 .25 2.00 2.44 9_38 �� 1 (260. (50.8) (62.0) (238.3) -__Jl I 6 150 10_25 2.00 2.44 9_88 r ti (2s0.4) (62.0) (251.0) f I 8 200 1<_00 3_00 3.55 11_25 1 C 355.0) (76.2) e) (255.7) 10 250 1..00 3.00 13_00 m (35i6) (76.2) (90.4) (330.2) 12 300 14_00 3.00 3.56 d.62 (355.61 (76.21 (90.4) (37 Note:Dimensions mrcugh f 2'apply to PLGI 10 Position Lever Actuators. s Oy, Dimensions through 6-apply to PLG2 Infinite Position Lever Aclualots. s w "IS sF WG N0. BV 1 D t . 1naT4 J �' k '4'^.J R"iH"iCV N� V+ss8^4txsyyy��w�,nJju4s" 4T yvf� �., .. T RsT k H✓ti a+ $ ��F V'2 `AtTradmon of Leadership In Quality,Oeslgn and Servlce4 � y� '� +Ma�. �z �� " =One Bndal^Avenue�R O Box 578West�Warwlck, RI 02893�Call TOLL FREE 1 800 832 8002 wrthln RI 401 821 2200 � �!!"� ft tea• v a ,..�rgvr ,�P , '". n I•:� k`' a i 1T srS'd -x kh,2 { „ F . BUTTERFLY VA-LVES Butterfly valves shall be furnished complete with resilient seats having o SIR T75il, a carbon steel backup ring which is vulcanized to the O.D. of the seat andwhich locates into a mating groove on the I.D. of the valve body assembly. r >' The valy& design shall incorporate a split body feature which facilitates h' t: clamping of the seat assembly into the body. These valve body halves are ; to be assembled together using ASTM A574 machine screws of a sufficient r ; j.. diameter to provide a 3:1 full body pressure rating safety factor. Valve necks shall be of sufficient length to allow a full 2" of rigid pipeline insulation on valve sizes 4" and larger, and 1%" thick g z pipe insula- tion on valve sizes smaller than 4". All valve bodies shall be equipped o with a replaceable 0-ring shaft seal and a self lubricating shaft bushing retained within the body shaft bore adjacent to the top flange of the valve body. Valve discs shall be of an on-center stub-shaft design to provide maximum s`t< flow capabilities. Discs shall be made from ASTM B30 or B62 bronze. The disc edge seating surface shall be machined to a 63 micro-inch finish GX� and shall not be left in an as-cast finished condition: The valve seat '. assembly shall have mechanically retained sintered SAE841 bronze bushings { molded in as an integral part of the seat assembly to serve as bearings �J 1 Qf for the upper and lower valve shafts. The seat assembly shall also have integral dual shafts seals located at the points where the top and bottom shafts pass through the resilient seat. - s"5aP:i Upper and lower shafts shall be connected to the disc by means of shaft � k splines which are pressed into the mating pilot holes on the top and bottom of the disc and thereby cutting their own mating spline within the hubs T E Y of the disc with an intimate zero backlash shaft/disc connection. Shaft diameter shall conform to MsMA Class 75A and B and be of type 416 stain- less steel material. Valves are suitable for pressures up to 150 psi. a k BV-1_S Pg. No. VI.8b , *.�`. 4-aS Ob, EF �A*Traduion ity,Design and Services e ae n fit., ,,k, Oneal�idal Avenue, P. O'B% ox 578,West,lNarwick, RI 02893 Call TOLL;FREE 1 800 832 8002;within R[40118212200°P Y R.k.� :tt._ fi�m._�y,h. �'. .`_.fe {'✓: .. r.S•C .*�. k`,4 a� 6._ / ,i..-...e,... . , ... ��'.�.. x 3 � :SINGLE LEVER- LINKAGE manualt SIGHT GLASS y All 3 � D BACKWASH TO FILTERS ' TO WASTE d q� 4 fi Y Q WATER FROM 4 VALVE LEVER PUMP # o OPERATOR y ' SHOWN IN y4 v F VALVE LINKAGE "FILTER" POSITION O� 0 NOTE: FILTERED .,.VALVE. LINKAGE TO WATER 0 BE PRE-ASSEMBLED AND TESTED AT a FABRICATING PLANT r r SINGLE LEVER VALVE AND LINKAGE ASSEMBLY SIZE OF FACE PIPING FACE PIPING MAT'L SCHEDULE 40 PVC N'S'F DATA t SCHEDULE 80 PVC LISTING N0. 5033 _GALVANIZED STEEL DESIGNATION-SLM `., r +i — STAINLESS STEEL y .x $t :..w y.'. OTHER n" 61, WG N0. SIM-1 Pg No I.I.lb 0 A*vMm� y .y. 'A'Trd,t,on of Leader3Fiip,n Q,iall> Des,gn and Serv,ce � t `w'}1"''j�."t>xn _. _ ^}x. '`— i4 =One Bndal-Avenue yp O Box 578 West Warw,ck, R1 02893 !GaIIhTOLL FREE 1 800 832 8002; wrth,n RIS-401 821 2200 Y a 3ya' }k"}, it' . «'�`� ..'.•� '''. o $«Y, .. , YK?F . �K� ... nrn`;•.xTn�. 'x`kY -{�.„�fi€s:' ..3,v � K'Y r4' �..'. s.'i, 5 .41 ? _Yti 7 *$`i r+ +%rrjS i e +3f pr,r ` t 1. .P 4 •'r+ aye? ,u T ''..a.,a�¥��%a.v= .:3Ys.£;�n. # �#��'d%'^�'" :i..c.�..-.'.4"�"f.'C4s�' c'�# 's`��.�° -*�M•a"t"r�k.� "++r `'�.aN1. �a@ '�`.'- ; a ss � 0 • E T E$ ' M1 FILTER MEDIA �f d 4 Tcy i e! .. i SUPPORT MEDIA BEEF n x , RISE:- Close Coupled Pump Motors with 1x250 Impeller Fit 67498 Shaft INltl ^DISCHARGE CONNECTIONS-125 L8 STD.FLANGES 1 C \ Pump DI.. Inlet N X Y Z DD N ^ x 1 1x�Y —AB Z 1 I%K 1'h 2 6°ha 61h VM 5'i 71A e 2K 2 3 VA. 6% 3% 6 7% 0 0 I 25G 2% 3 6'A I 71A 4 4% 67n I 2%K 2% 3 6% 7 4 6'A TVM 0 o I 2%KH 2'h 3 6% 7% 4% 7% 91ha 1 ° 0 J, l 33 3 4 6f0hs 7$ 4% 4% 17% / +G 3K 3 4 6% TA 4% 6% G P fL E E 3KH 3 4 7 8% 4% 7% B / 'WHOLES A 4G 4 5 7% 7% 4'1ha 5%;PT DRAIN4KL 4 5 791. 8% SY2 61A FAR SIDE 4K 4 5 7 10 5 BX 104 DISCHARGE POSITIONS 5G 5 6 81h 8% 6 71A 9"/rt 6K 6 8 11 8% 12 6Yx 9 11°he O O 4- 0 O I CLOCKWISE ROTATION 1 WHEN°DD°EXCEEDS BVI THE MOTOR FOUNDATION SHOULD BE ELEVATED TO AVOID INTERFERENCE BETWEEN THE PUMP CASING AND THE FLOOR (3 THIS DIMENSION ONLY APPROXIMATE IDRIP PROOF TEPC 0 DRIP TEPC DRIP TEPC i EYP,PROOF PROOF EA PR PR00 E[PR HORSEPOxER.]PR HORSEPOWER-SM MOTOR MOTOR MOTOR 0 0 ASO I I FRAME OW0 ADAPTER A B C C D E F G H L 0 0 P 0 AB 213 JP e)4se Ca30s-1 01 T 18y zal si. a; s{ { y; 94 lot I'1 1 91 .�� 15 110 10 215JP 0,.,a C6385-I IOi 0{ 20+ 22{ 5x A; ) i '� 93 l0; u; 9; 20 15 15 25AJP 0)<90 C6J05-I 12j 10 221 2A; 6} 5 01 n 20 20 x0 256JP 9)498 C60e3-1 Ry u, 24• 26 6=, S ID t Y 10; ¢; I5; I; 10, y i 14 Io& Y; m+ It 10 T JO 2s zs zs 29AJP ST490 C6619 I4 u' 241 z6; ) si si F ¢$ lo; IA m I Iz .0 50 s0 30 2e01P 0749e C6619 la n; 26; ze; T s{ A i y roh .4 .5 II 'al I 50 .0 40 40 32.1. WA9e c6srs I6 a z61 28.1 a a; 10{ 1 itp rot 16 IT 1 151 50 w 50 )z6JP 8)498 C66T9 I6 I4y zey 30; 0 61 12 1 h 103 16 n 1 1s; I — _ I - p,JE PE©D. C c*IE —GOXE;' ECC. REDUCEje- o�E -4AxCo° Consult the yellow pages of your telephone book for the name of your nearest WEINMAN PUMP SPECIALIST. He'll be glad to help you solve VIyour pumping problems. Or contact us-direct by phone, wire or mail. (Muellerpumpj AMWLLLN COMPANY - i P.O.Box 1364 Comvry,AR 72032 PRINTED IN USA i6 - 1-800-643-8253 . Ark....CAR:1.501-329.9811 S The head capacity"and efficiency curves apply only for liquids hiving a viscosity leas than 40 SSU. Brake horsepower curves are based an a specific gravity of 1.00.To determine BHP for other liquids, multiply these values by the specific grovity.,Only the condition listed below is guaranteed. CAPACITY GPM LIQUID TOTAL DYNAMIC HEAD CDS FEET TEMPERATURE DEG F. EFFICIENCY Sd SPECIFIC GRAVITY 'I BHP 4bRATED GPM IMPELLER DIA. MAX. BHP PUMP SERIAL NO. NPSH REQ'D BY PUMP FEET SUBMITAL DATE l SERVICE J CURVE: PUMP: SPEED: IMPELLER DATA 4K-181 4 X 5 X i2 1750 RPM MAX. SPHERE 0.721- IMP. ,72"IMP. PATI. NO. 4379 CASE PATT.NO. 4380-31 48.8 I MAX. IMP.DIA. 12.00" MIN.IMP. DIA. 8.00- 70 75 7 V84 4 32 M36.6— 12C_II 0 I. W � ~ 10.0011 w LL Z 9.0Cu 5 0 24.4 < o O w w 8 DO Z 12.2- 4C F yo r10 H 0 0 0 :l U_ I 1 S Z 200 400 600 800 1000 1200 1400 CAPACITY—GALLONS PER MINUTE 12.6 25.2 37.9 50.5 63.1 75.7 88.3 `j CAPACITY-LITERS PER SECOND 4x5x 12 A 1750 RPM 4K 4379 IMPELLER REV.DATE: AUG. 15, 1988 i Section No. 310 a .;. Page 501. 2 June, 1972 r WEINMAN y � s PARTS LIST Types "G, GT, GL, K, KH" Unipumps 65418 0 Close Coupled Pump Motors (With Stuffing.Box) 29 —17A� 13 I 73 9 Mechanical Shaft Seal PACXING WITH LANTERN RING / 2 25 28 26 I 1 _ J j 40 14 71 17 14 63 ITEM NO. NAME ITEM NO. NAME 1 CASING '26IMP ELLER SCREW 2 IMPELLER -28 IMPELLER SCREW MASHER B IMPELLER RING INOT SHOWN, 29 LANTERN RING 9 SUCTION COVER '32 IMPELLER KEY •13 PACKING 40 DEFLECTOR IUOUIDI -16 SHAFT SLEEVE 63 STUFFING BOK BUSHING 17 STUFFING SOX GLAND 1 '65 MECHANICAL SHAFT SEAL (STATIONARY ELEMENTI 174 SEAL CAP 68 SEAL COLLAR -� '25 SUCTION COVER RING '73 CASING GASKET - - t-80 MECHANICAL SHAFT SEAL[ROTATING ELEMENTI • FOR DOMESTIC SERVICE WE RECOMMEND THESE PARTS BE CARRIED IN STOCK AS SPARES. 1 FURNISHED ONLY IN PAIRS ASGOMPLETE UNITS. DOUBLE WEARING RINGS FURNISHED AS SPECIAL EQUIPMENT ONLY. WHEN WRITING THE FACTORY REGARDING YOUR PUMP-ALWAYS INCLUDE SERIAL NUMBER New Issue r$ection�No X310 Page �502�2t aOctober 1; 1978 s. � t x MATERIAL OF CONSTRUCTION STANDARD FnTED t Casing. C.I. I 2 Impeller Bronze 6 Impeller Ring Bronze 9 Suction Cover _ C.I. 13 Packing Graphite- Polymer 14 Shaft Sleeve Bronze 17 Stuffing Box Gland Bronze 17A Seal Cap Steel 25 SuclionCover Ring Bronze l26 Impeller Screw Stainless 28 Impeller Screw Washer Stainless 29 Lantern Ring Teflon 32 Impeller Key Steel 40 Deflector(Liquid) Neoprene 63 Stuffing Box Bushing Brass 65 Mech.Shaft Seal Ni-Resist (Stationary Element) 68 Seal Collar Brass 73 Casing Gasket Cellulose Fiber 80 Mech.Shaft Seal Carbon (Rotating Element) a _J. VI ; Supercedes Section No. 310, Pg. 502.2 i; Dated February 1, 1973 y-1 a s ,��,♦s�:'i H1,7....�.tc...v,h..c.x`..�... v-z�3' e, ,,.r�•'h;+u*'r.�'arev-2-f.s,ye.�...,i..a,v.Y-z�_..._'u3�crs_,%t..�C?_ ,r . Ail' NO : z t r- ■■N■1■■■■�■■■■■■ IRS 1■■■■�■■■■■■ •� ■■�■1■■■■�0■■■■■ \'\■1\\■■�■■■■■■ ■■►■i'■■■�■■■■■■ •S MMW ----- mm as / 1 on man �® Now Imloopqmannow MEN t. 1 1 / 11 • / 1 k. b 'y �"r �� i'V��r`[�`.'A--' r r,.� _ �� `l+Lt1a..�:��?� .fi>�l�'e ..�',?a'��.�s,+'a;�.s �L3; 4h,.r ,� f*�.•� q. `� F f. ° Low METERS =T a Heart of the Flow System se versatile flowsensors are designed to meet virtually any flow requirements from co nplex batching and mixing. to simple flowmonitoring. Designed for maximum VVe atiliry, Signet flowsensors can be used with a variety of pipe sizes and a wide range of liquids. N x M 515 PADDLEWHEEL FLOSENSOR 19ge i-cel' patented t Paddlewheel peat bl features a unique O, as _, -cell design that provides a repeatable. linear output over nlire range including: x' ;L near repeolable output of x 1%over full range(1.50 fflsec) $mole installation&easy maintenance(will operate in almost ,Z ny pipe size or material) i „fes orrosion resistant materials do not affect flow characteristics - fluid measured 2 00 F(105°C)mox.temp. 2 0 psig mox,pressure of ambient temp. c.-4\0:iriety of signal outputs available SCALE RANGES O�> ,;MPI1 E MINIMUM "co. S12 E FLOW SCALE (inches) (GPM) (GPM) 2 10.5 0.180 2 y 15 0.300 3 23 0.300 39 0.500 - :- 5' 61 0.1200 88 0.1200 8`- 154 _ 0.1800 W J� io 240 o•s000 OIJE 1D MK 509 SELF-POWERED 346 0-8000 r FLOMETER � nDlIAENSIONS The MK 509 Flomefer features a high reliability design that requires no external power to operate. This self. I powered flometer is ideal for hazardous 5w 5.101 as well as normal conditions: s fi Inslrinsicolly safe design requires no electrical hookup for operation (up 1.05to velocities of 14 FPS) 1 Accuracy ± 2% of full scale (±1% between 30%and 70%of full scale) Repeatability x 1%of full scale ?-^` . MK 515 PADDLEWHEEL Ambient operating temperature 0°C r . K 509 FL0METER FLOSENSOR- to 60°C(32 F to 14OF) r "n win Inn rye. •vL., : -e�„„ ' w+• ' �,. ,nur:� � t s G.h d ,.- i? Tradluonof Leadership m Quality Design and Service a f 7 i OneBnda) Avenue,P O BoN 578 West Wa wick .RI 02893�Eall TOLL FREE 1-800 832 8002;4wrthln R1 401=821-2200 M -N . ' DRAIN elk A;t N.- -1-C 0 R R OS IVE SECURING SCREWS 2" P THF�D. 4*PLACES CPLP z 00 'G" OR 8' CONN. SEE TABLE BELOW \—VANDAL PROOF GRATE C'cycoLAc�) WATER NEPTUNE 125J8P 18"X (25) STOP 6GRATE SIZE 8" ALL MAT'L. PVC AVA I L. ALL JOINTS CEMENTED TYPE OF MIP AND WELDED CONN.- NOTE: -ALL EXTERNAL SURFACES � � �* Q rrA G iz�es, MUST BE SUPPORTED BY CONCRETE OPEN AREA F>lFb,,3 7 FE 125.18P =17G VAL\/E-!S �kL- COLL EC IN N� DWG NO. MD1818-1 Pg. No. VI1.1 +,vamm ve�Fk•,�'�.be MAIN DRAIN }\Yia :' typical 'installation t$ tii • j,� Y .µ5.q- Arw � FINISHED 2"2 RELIEF VALVE POOL BOTTOM o k ; x yv ' I l � R o. ♦.. 'a o. . . o- ° - MD-1818 SERIES • i • d b e o e. , • o MAIN DRAIN _ ao • v � ?b � ° O4 a �P: . °• a•°•�• J�"• GRAVEL A2EA ,. a. 0 SP-1055 ` r COLLECTOR TUBE s JsA W. I, •`' +h 4 VA [ ^" � H"..'N'Y�•-+K J'.)1. Y"'� T � m' K ta^r O r^ E•K'`� i �Si Y Yk'' '3. tR .�.•.,, -. ..,-R. ao f .x a3E' a'. -. _F• .ro+'S w.4ft�.s,d' r i stir "k' . Tr �'� A adition of Leadership in Quality,Design and Services 5; rs ° t • r One d'a'i Avenue P O Boz 578 West War`w ck;RI 0 893•C la I,TO(L FREE 1 800 832 8002'wrthinRl"401 821-2200` ' y ra• 'S' ..- rii•as:.�.. en..am..-h e+-?3. .TM+,n-$;v tt,red..Sa..ap.: C.x:T&x',e^sem": .'a=? �, ,...+......, -C'...-. .. �'•" ? e.'-r^:;:. r.. x. .. � z r i. T3o4 ,d1.lTl-- �/o2m X PLAN E 1 `h QO2 Co`. .SUGTiOi J i i ii .30 .30� (o'' �Gl-•a. 80 PVC PIPE �G�KET I=LAIC-,E A~ITI-V02TEX \ PLATE m� (�o P\/C SGa.e�:) V-LCa. PIPIk)(q,lkJCLODI ICj , S.S. souTS k iduTS Ze D. FOS' . � 1�1STALL ATio�1 C51aovW lyd POAJ17 Joe"'TO P E �UPPLIEt� 8Y OTAEL'S. 00008 PZW(:1.1-10, AVP- 1 ::� 64L4=- a YMCA x � Nowar i .1ax✓`:+I,s t"".r.f , W sS � PVC DIVERSION VALVE - C C-1 i x y YHy ti sS. Jl0 N + { N eta �M�— L C- v U F Y O� SIZE A B C O E F G H J L M N >> 4 3e 4� 4 9 18 15' 8 8Z 44 5 24 IZ O� 6 5q 6e 4I II I 15z 80324 5' 3 2 G 8 7e 8e 5 1IG :S e 88 1182 4 24T3' F ^� 10 9i IOn6Z I61 ' 21Z 8 1235g9z4434 FLOAT SHOWN IN �� I 'OVI CLOSED POSITION a,- ! s 4 1. BODY AND PARIS TO BE PVC, PLASTIC TYPE I, WITH BRONZE OR ` STAINLESS STEEL AXLE AND TEFLONWATER LUBRICATED BEARINGS. 6 A + 2. MAXIMUM RATER LOSS IN CLOSED POSITION NOT TO Exam 10 GPM 4--A AT SO FT. HEAD. UNIT TO.BE.COMPLETE WITH 3/8" IPS RED BRASS FLOAT ARM, 13-1/8" LONG, (19-1/2" FOR 8" and 21-1/2' FOR 10" ' um) AND UAW DULY 8" FLOAT. j' Li 5 3. COTTER PINS SLWLL BE #304 OR #316 STAINLESS SIEEL. LC_j 4. ALL DIMNSIONS IN INCHES AND TO THE CLOSEST 1/8 INCi. w'n 3 ' .5. LARGER SIZES AVAILABLE ON REQUEST. STANDARD FLANGE COR41 TON Mr Nn MR-ln7 .py p w.k. Rr:One Bndal'Avenue;�P O�Box 578;West:WarwLck3Rl 02893�CaIIETOLL;FREE 1 800 832 8002"within RI 401 821-2200 W A`� Y^k1a v Yj .} L a IS y IS 70 75 70 � 1 2030 i0 371 m� SERVICE: Designed to meet the requirements of Heating,Air Condition• ing,and Plumbing contractors and equipment manufacturers. 4 CASE AND RING: Polypropylene turret case with polypropylene snap ring and -; gasketed glass crystal. flo DIAL: Heavy gauge aluminum with black lithographed lines and numerals on white background.dst' size only, �' a• RANGES: Range .Figure intervals Graduations , . a 0. 30 psi 5 pounds x pound --p -0. 60 psi S pounds %pound C)/,At` E � 0. ID)psi 10 pounds I pound ,. 0. 160 psi 20 pounds 1 pound Art -,, P p I --�1G� 0. 200 psi 20 pounds - 2 Poundz G. 300 psi 50 pounds 5pounds 0. 400 psi 50 pounds 5 Pounds Q 0. 600 psi 50 pounds 10 pounds OJJ 30--0 p. 30 psi 10'& S pounds t' I pound y; 30'-0. 60 psi 10'& $poundz 1'L 1 pound Y`* P JM� L- ,^�O t 30k100 psi lS'6 10 pounds S'6 1 pound Q - h ` POI I—a Lightweight balanced construction with adjustable feature. a i POINTER: I - i'3 MOVEMENT; Heavy duly bronze rotary type movement with bronze links . W'' and strews. O ' BOURDON TUBE: Phosphor bronze. Large bore tubing used to insure longer life of gauge.Silver soldered to socket and lip.Stress relieved. Vacuum lube is soft soldered to socket. All A. 11! ll °A SOCKET ANO CONNECTION: Forged brass machined socket and connection with wrench - flats in Y.' NPT lower male connection. ACCURACY: Guaranteed to be Correct within lx of full scale. e_Y x _ CASE DIMENSIONS: 7gr'-4 4 rS ,�j O O t ,*S orucrraoxs±k' ' N0. PVG-1 Pg No VI 15x W se t.Wa�k�Rl 0 893 Call TOLI:fiFREE �00 832 8002•wnhln RI 401 821 2200' ar-�` NEPTUNE-BENSON, INC. CommercialONEBRIDAL AVENUE WEST;(a01)82122002893 _ 1 ; Pool , Heaters Rugged, efficient heaters for large pools I Clubs. Universities. Municipalities. Watersport Centers. Large residential pools. 23 model sizes — 511,500 to 4,000,000 BTUH inputs. Indoor and outdoor styles. Y Y y 80-82% thermal efficiency. r Natural or propane gas. Fuel-saving electronic ignition. Precision water temperature - control — to t 1°F. Low operating cost. Low maintenance cost. Easy service _ MODEL P-1468 INDOOR Only Raypak afters a pod heater that is not only the most Unr berm Governor...Patented 3-way valve automatically eff'Ident (up to 82% thermal efficiency) but also includes, as maintains the water in the heater at the precise temperature standard, engineering and manufacturing innovations not that prevents condensation and scale. found in other makes. As a result,a Raypak commercial pod Interlocking Combustion Chamber...Cuts heat loss for heater is unmatched for heating efficiency, operating econ- best efficiency. Keeps jacket cool. omy, low-cost installation and all-around dependability. And Dual Gas Valves..For safety. they are fired up and fully tested at the factory to assure their on-site performance. Check these standard features and see Lifetime Stainless Steel Burners...Cant dog or corrode. why Raypak is the best! Slide-out Burner Tray...For easy inspection. Electronic Plot Ignition...Saves fuel, no standing pilot Protecto Vent Top (outdoor only)...Wind,rain and debris 1000/6 Copper And Bronze Waterways...Bronze headers, proof. and copper finned tubes prevent corrosion and rust which can Tough, Durable Polytuf Powdercoat Finish...Long-lasting J stain the pool and destroy the heater. all-weather protection in warm Powder Beige color. 1" Diameter -Finned Copper Tubes...Better water flow, lower pressure drop through heater. nl Catalog No.6200.10A Effective 10-1-90 Replaces 3.1-90 SPECIFICATION AND DIMENSIONS 1 'MBH NATURAL GAS(X 1000)t DIMENSIONS(INCHES) IFO ` - APPROX ��DEL h �. INDOOR' OUTDOOR HEIGHT JACKET- GAS WATER FLUE SHIPPING ' INPUT - :OUTPUT INPUT OUTPUT WIDTH OVERA HEIGHT CONN. CONN. DIA. WEIGHT - - A B C G H J K L (LBS) l P-514 - 511.5 . 409.2' 511.5 409.2' 32-3/4 57 33 1 2 10 25-3/8 410 P-624 627.0 501.6' 627.0 501.6' 37-1/2 57 33 - 1 2 12 29-1/2 475 P- 4 726.0 580.8' 726.0 580.8' 41-5181 57 33 1 2 12 34-1/4 500 EP-824 825.0 660.0' 825.0 660.0' 45-3/4 57 33 1 2 14 38-1/2 620 P-926 926.0 740.8 52-3/8 1 2 700 P-962 961.7 769.4 52-3/8 68-3/4 33-1/2 1 2 18 14 28 700 P-1083 1083.0 866.4 59-1/4 1 2 850 P-1125. 1124.7 899.8 59-1/4 74.1/2 33-1/2 1 2 23-5/8 16 32 850 P-1178 1178.0 942.4 63-5/8 1 2 910 P-1223 1222.5 978.0 63-5/8 74-1/2 33-1/2 1 2 23-5/8 16 32 910 P-1287 1287.0 1029.6 68-5/8 1-1/4 3 975 J P-1336 1336.6 1069.3 68-5/8 76-1/2 33-1/2 1-1/4 3 23-5/8 18 36 975 P-1414 1413.0 1130.4 74-7/8 1-1/4 3 1065 i P-1468 1467.0 1173.6 74.7/8 76.1/2 33-1/2 1-1/4 3 23-5/8 18 36 1065 -I P-1571 1570.0 1256.0 81.1/8 1-1/4 3 1120 P-1631 1630.0 1304.0 81-1/8 79-1/2 36-1/2 1-1/4 3 23-5/8 18 36 1120 P-1758 1758.0 1406.4 89-3/8 1-1/4 3 1140 P-1826 1825.6 1460.5 89-3/8 81-1/2 36-1/2 1-1/4 3 23-5/8 20 40 1140 P-2100 2100.0 1722.0 61 68-1/4 1-1/2 4 24 1380 P-2500 2499.0 2049.2 70 68-1/4 1-1/2 4 26 1551 P-3001 3000.0 2460.0 81-1/4 68-1/4 2 4 28 1724 P-3500 3500.0 2870.0 92-1/2 68-1/4 2 4 30 1897 P-4001 4000.0 3280.0 103-3/4 68-1/4 2 4 32 2070 .� ELECTRICAL RATING :120/24V 60Hz LESS THAN 12 AMPERES RATINGS SHOWN ARE FOR ELEVATIONS UP TO 2000 FEET. ELEVATIONS OVER .SEE GAS CONVERSION CHART 2000 FEET RATINGS SHOULD BE REDUCED AT THE RATE OF 4%FOR EACH 1000 'MANUFACTURES RATING FEET ABOVE SEA LEVEL. MINIMUM CLEARANCES FROM tTO CONVERT NAT. GAS MBH COMBUSTIBLE SURFACES TO PROPANE MBH LEFT I RIGHT TOP MULTIPLY NAT.MBH l MODEL FRONT REAR SIDE SIDE INDOOR OUTDOOR MODEL BY J P-514 TO 0.94 P-514 TO 24" 10" 6"• 6" 36" UNOBSTRUCTED P-824 -� P 824 P-926 TO 0.92 INDOOR -82 P- TO 24" 24" 24" 24" 24" UNOBSTRUCTED P-1828 0.955 OUTDOOR P-210-0T O 1.0(SAME AS NAT.GAS) ' P-1826 P-2100 TO 48" 24' 24" 24' 24' MODELS ARE P-4001 P-4001 INDOOR ONLY ' 18"REQUIRED FOR SERVICING RECOMMENDED FLOW RATES oAE MOPEL z7 MODELS MINIMUM MAXIMUM P-514 TO P-1223 60 GPM 120 GPM P-1287 TO P-1826 90 GPM 220 GPM - P•2100 TO P-4001 200 GPM 300 GPM 2 1 ' YYt}% S A 5 A l 19W M% NyI S 6� f uw�..l �L� i k 1= y # �9 L INOOOP OIROOOR INDOOR i 6 - L C •Y1LEr O.15 Ion dr11FIE INLET GAS �,� IFn ELEC. ELEC. 1pIN I I COXN. 1 CONN. Y > It p _ 'f flW i L 4- CDMBDbiIBLf 2% 1 5% r COMBUSi181F 64. LB J lK 14. Lig.- 6`16 SHIELD S R'. pw ALL OPTIONAL. FLOOR SHIELD 5 % on)NAL ON INDOOR ON INDOOR MODELS P-514 THRU P-824 MODELS P-926 THRU P-1223 A T ehr-10% q A 'AI'I-lN -I,x .1 I Ix6DDR DlnobDR tw DUC. T B [Oxx 46 I OUTLET INLET FBF• o 0 1 OUfIEI Ixi e C GAS len ELEC. elN xn tIk fANH. NK tJ% le li IlW COMBUSTIBLE T �IIK r-IJ-I uK 6Lr OPTIONAL FLOOR SRUfLD ONINOOOR MODELS P-2100 THRU P-4001 MODELS P-1287 THRU P-1826 I POOL HEATER SIZING TABLE HOW TO USE THIS TABLE DESIRED TEMP.RISE IN DEGREES F- I.Select the desired swimmingtemperature of the pool water. HEATER P P MODEL NO. 20° 25° 30° 35- 2.Determine the mean Iaserage)temperature of the coldest month in which the pool will be used. INDOOR OUTDOOR POOL AREA IN SQUARE FEET 3.Subtract the mean temperature from the desired swimming P-514 P-514 1,700 1,360 1,135 970 temperature.The difference is the temperature rise. 4.Calculate the surface area of the pool in square feet. P-624 P-624 2,090 1,670 1,390 1,190 S.Under the column headed by the temperature rise P-724 P-724 2,420 1,935 1,610 1,380 determined in Step 3,find the number close to,but not less than,the pool surface area from Step 4.On that line,in the P-824 P-824 2,750 2.200 1.830 1,570 left hand columns,will be the indoor and outdoor heater model numbers for the correct heater size.Specifications and P-962 P-926 3.085 2,465 2.055 1,760 Dimensions for all models are shown in the table on Page 2. P-1 125 P-1083 3,610 2,685 2,405 2,060 SIZING FORMULA P-1223 P-1178 3,925 3,140 2,615 2,240 BTUH input required = Pool Area ISq.Ft.I x Desired Temperature Rise x 15. P-1336 P-1287 4,250 3,430 2,860 2.450 Formula is based on 1°to 1'/4°F temperature rise per hour and P-1468 P.1414 4.710 3,765 3.140 2,690 3%2 MPH average wind.Where high wind conditions exist, select heater one size larger than determined by formula or this P-1631 P.1571 5,230 4,185 3.485 2,990 table. P-1829 P-1758 5,860 4,685 3,905 3,345 J FASTER HEATING - For 1'/z"F.rise per hour:Increase BTUH input by 509'o P-2100 7.000 5,600 4,665 4,000 For 2°F.rise per hour:Increase BTUH input by 100% P-2500 8,330 6,660 5,550 4,760 Always select a heater equal to or larger than the requirement. P-3001 - 10,000 8,000 6,665 5.710 �.. Oversizing generally reduces fuel cost. - P-3500 11,665 9.330 7,775 6,665 P-4001 13,330 10,665 8,885 7,615 ,_} 3 xY � �t COMMERCIAL POOL HEATERS t � � TVq �` 2 a5 v'+1tAyG ; � �1 - {3 r ^.. MODEL P-724 INDOOR MODEL P-724 OUTDOOR hrJi fi-:'¢ qJ. MODEL P-926 OUTDOOR MODEL P-2500 INDOOR RAYPAK, INC. RESERVES THE RIGHT TO MAKE PRODUCT CHANGES OR IMPROVEMENTS AT ANY TIME WITHOUT NOTICE. ._� Li[hoin USA. � 1987 Raypak.mc. RAYPAK. INC. 31111 Agoura Rodd. \k/t.-,,i0k(:V00y(,. CA 91361 818)889-1500 L BBUTTERFLY {Y gALV"ES : r T 'sFlX+�' h iue - ;'Dimensions :4 asic valve W iTF I C-i�A2RA�(Z s' Inch r _ _ _ (Millimeter) g1 o F oVelve Size Dimensions A - f ° o A In MM- A Bi Br C. D - E F Gr G2 my =? o o ^-1. 2 50 1.66 6_72 3_75 4.9d 2_44 ,50 1_00 650 6_50 t (42.2) 056.4) (95.2) (125s) (62.0) (12.E) (101.6) (T6-S.1) (165.1) -Gl JI I,_E 2.5 65 1.78 6_75 4_25 5_50 2.62 .50 4_00 7_00 7_00 Q ; $ (45.2) (n1.n) Ooe.o1 (139.7) (6s.5) (1 (101.6) (177.0) (177.01 K '- 3 80 1.78 7_38 5_00 5_75 22ea .50 4_00 7_38 7_38 (45.2) (187.5) (127.0) (146.0) (73.2) (12.8) (101.6) (187.5) (187.5) .4 100 2.03 8_75 6_00 . 7_00 4.12 .62 4.00 10_00 8_00 (51.6) (222.2) (152.4) (177.8) (104.6) (15.9) (101.6) (254.0) (203.2) �* r 5 125 215 9_75 7_19 7_56 4.75 .75 4_00 11_00 9_25 (54.6) (247.6) (182.6) (192.0) (120.6) (19.1) (101.6) (279.4) (235.0) ' ; x ' 6 150 2.15 10_75 8_25 8-06 5.06 .75 4__00 11_88 10_36 .y 'lam' (54.6) (273,0) (209.6) (204.7) (128.5) (19.1) (101.6) (301.8) (263.7) 5 B 8 Q 8 200 2.J5 13_25 10_50 9_44 6.25 .88 6_00 14_62 1212-75 FX.? x l (59.7) (336.6) (266.7) (239.8) (158.8) (22.3) (152.4) (371.3) (323.8) `; r K, 10 250 2.66 16_00 12__62 1111-19 775 1.12 6_00 1717-88 14_88 , ty, - I (66.5) (406.4) (320,5) (284.2) (28.6) (152.4) (454.2) (378.0) Q 12 300 3.03 18_62 14_69 12-81 8.94 1.25 6_00 20-62 17-12 D (77.0) (d72.9) (J7J.Q (325.4 (227.1) (31.8) (152.4) (523.7) (434.8) c g Dimensions are subject to change without notice. G2 Request certified drawing for piping layouts. V. 3" f; f , 1 �1 ever Actuators Inch a aw� 3 l (Millimeter) R _ Vntvc Size Dimensions L-__A B2 C ` > seri _ 2 50 20_25 2_00 2.44 6_75 (26025) (50.8) (62.0) (17 2.5 65 10_25 200 2.44 7_3131 s (260.4) (50.8) (62.0) (185.7) ' J z 3 80 10_25 2.00 2.44 7_55 ry}' rY. (260.5) (50.8) (62.0) (192.0) '"- 27' `2^;, 4 100 10_25 2.00 2.44 8_81 1x .rs,14; Y` 'u, (260.4) (50.8) (62.0) (223.8) 5 125 to 2.00 2.44 9_38 (260.5) (50.8) (62.0) (238.3) x'+' s',:.. 6 150 10_25 2.00 2.44 9_88 5e I (260.4) (50.8) (62.0) (251.0) ki. a n 8 200 l<_003.00 3.56 11_25 hS,`7k. C (355.6) (76.2) (90.4) (285.7) ' 10 250 14_00 3.00 3.56 13_00 (355.6) -(76.21 (90.4) (330.2) } $ 12 300 14_00 3.00 3.56 14_62 1'4 (355.6) (76.2) (90.4) (371.3) r 4.} to Note:Dimensions through R"apply to PLGt 10 Position Lever Actuators. r 4,�: Dimens;ons through 6-apply to PLG2 Infinite Position Lever _ '� , Actuators. ,m D Wt BV-1 D cy- � �,� ��:.`s7w�h,y" 3`� "-3`6.,�L� $rr1�,�'�' '�yv�r '�'�u✓ �T;c ��,.,��', -. .: `+�"wfx ; "a"`�^- r�..:', �A Tradltlon ofLeadershl m Quality,Deslgn a d Serv(ce �� g`" �One Br"id'al Averiue P. OBgx;578,WestlWarwick RI 02893CaIITOLLfREE800 832 8002, wlthlnR401y821i2200i _ x5lv q y;. ROME I BUT"'I'ERFLY VA•L V ES S t wa TI pJ ,l5 Y '49Y5 1 =1 Butterfly valves shall be furnished complete with resilient seats having a carbon steel" backup ring which is vulcanized to the O.D. of the seat O and which locates into a mating groove on the I.D. of the valve body assembly. The valve• design shall incorporate a split body feature which facilitates clamping of the seat assembly into the body. These valve body halves are to be assembled together using ASTM A574 machine screws of a sufficient .. a diameter to provide a 3:1 full body pressure rating safety factor. k °" Valve necks shall be of sufficient length to allow a full 2" of rigid 4 " pipeline insulation on valve sizes 4" and larger, and 12" thick pipe insula- tion on valve sizes smaller than 4". All valve bodies shall be equipped y Q � with'a replaceable 0-ring shaft seal and a self lubricating shaft bushing y retained within the body shaft bore adjacent to the top flange of the valve k z body. �w c h Valve discs shall be of an on-center stub-shaft design to t ll g provide maximum flow capabilities. Discs shall be made from ASTM B30 or B62 bronze. e disc edge seating surface shall be machined to a 63 micro-inch finish "vu and shall not be left in an as-cast finished condition: The valve seat assembly shall have mechanically retained sintered SAE841 bronze bushings 10 olded in as an integral part of the seat assembly to serve as bearings or the upper and lower valve shafts. The seat assembly shall also have kNK o ;AS ntegral dual shafts seals located at the points where the top and bottom =4 hafts pass through the resilient seat. z pper and lower shafts shall be connected to the disc by means of shaft a" Alines which areressed into the matin p g pilot holes on the top and bottom 6 f the disc and thereby cutting their own mating spline within the hubs f the disc with an intimate zero backlash shaft/disc connection. Shaft •ameter shall conform to AAA Class 75A and B and be of type 416 stain- : � s steel material. lves are suitable 'for pressures up to 150 psi. -1-5 Pg. No. VL 8b - t 4 "' xk Tt�dt o sof Lea `hip m Q�ia Zy;Des�kn and Se�rv�c�e� J , ` x e� '' Ave CY' �57�Wesr`', fwick,.Rl 0283 wCa17TOLL-,REEt7-800,B32-8002; Wrth�n RI,401'"821 2300, = m - ��s°a }re��•��. � .c .�xinr. .ns..��x:zw. �z. .�,�a>�`#��a�.r>s�w;:,,_�,z�a�a.�i. w. ^ti _ p Electronic Metering Pumps• - Affordability _ 2 Here is a versatile family of'advanced electronic metering Our goal is to design and build a better pump at a better _14 pumps that can meet a wide variety ofPumping ...-. . price. Part by part,feature by feature, PULSAtron offers _-,requirements.They're perfect for countless applications more for less.The result is engineered affordability-your such as cooling water treatment,boiler water treatment,, "best buy"We made the commitment, nowyou can ""-wastewater clarification,swimming pool sanitization realize the benefits:exceptional metering performance, and potable water conditioning. with turndown ratios up to 100:1-and an impressive Choose the model that best meets your application array of other value-added features-at a price less than _ needs from our.Series E PLUS,Series E or Series A. you would expect to pay. -The PULSAtron family offers a complete selectionbf Reliability capacities,pressures and materials.Control options on the Series E PLUS add extra versatility for interfacing Quality components make PULSAtron pumps extremely with-your system. reliable. Parts are computer-designed for maximum Please refer to the reverse side strength and durability. Electronic circuitry is protected for the full range of against voltage spikes,current overloads and is resistant -- these specifications. to electromagnetic interference. Sealed housings and l control panels further protect against chemical fumes, dust and water spray.Advanced check valve construction enhances self-priming/suction lift capabilities and - - metering reproducibility,and enables the pump to hold prime during intermittent usage.Thermal overload protection, with auto-reset,assures long life for the heart of the pump-the solenoid. 1 i Series E PLUS •Automatic Control,either Ser1eS E 4-20 mADC direct or external pacing, with stop function. •Manual Control by on-line adjustable •Manual Control by on-line adjustable stroke rate and stroke length. stroke rate and stroke length. •Highly Reliable digital timing circuit. Series A •Auto-off-Manual switch. _ , •Circuit Protection against voltage •Manual Control by on-line adjustable •Highly Reliable digital timing circuit. and current upsets. stroke rate and stroke length. }J •Circuit Protection against voltage •Solenoid Protection by thermal •Circuit Protection against voltage and current upsets. overload with auto-reset, and current upsets. •Circuit Breaker,panel mounted. •Water Resistant for outdoor •Solenoid Longevity using •Solenoid Protection by thermal installation. permanently lubricated bearing. overload with auto-reset., •Safe&Easy Priming with optional •Safe&Easy Priming with optional •Water Resistant;for outdoor' bleed valve assembly,' bleed valve assembly. J installation. •Your Lowest Cost alternative! •indicator Lights,panel mounted. 1 .•Safe&Easy Priming with standard i bleed valve assembly. VA Pulsafeeder For further information,refer to Series E Plus Technical Sheet No.EMP-021, Manufacturers of Duality Pumps, Series E Technical Sheet No.EMP-022,and Series A Technical Sheet No.EMP-023. Controls and Systems e Y y S. JtY& u T r e. ME=I Y ' SOLUTION TANKS o , Fol C�-lLo2.�,JE j - o SCN Open-head 06ro, sm co, Top and floating covers. High-density polyethylene (� Cylindrical �JL—� Flat bottom �'I''1 AInternal flange t ...-. - VOLUME B 30 GAL. 283" 1 �� =w 18 4 CA Closed-head 5 GAL . 34" 224' � n CA closed-red f openings Available with one or two - top openings:i4"and 2' NPT or 2'buttreu.All use plug closures. _ O A �x Polyethylene W' • Cylindrical Flat bottom 0AE 2EoID, B Fc�2 Ph Svl uTfor�1 oonat"I Catillwated Flenngs cow'. . .. One-piece molded Calibrated in gallons Inlet and outlet fittings Comes in translucent ,.construction—no welds, and liters for easy Installed to your while.(Black also y joints or teams.Hig h- measurement. specifications. available for protection - "$ Density virgin - from sunlight.) polyethylene. „.. 4 Y2 DWG N0. 34 Pg. No. V.2 V tq`Tidditlo €T ��`hi iall DesignantJ erlice et ri aJ A ehue;< O o 578 st a�rivl k 'R(028931 [WL - R Em 800 832 wffhin R11 01 821r 2200 } vYA { •Y 1 . TAYLOR SLIDE COMPARATOR SYSTEM 3�. `o . ort MODEL .1765-2 Contains reagents in the larger,more economical 2 oz.size, m a allowing pproximately280tests. - OJ E REQ'1> qFA oe>wNe�?krora *�� T� IL{TYOCTION3`_ lI\I\^^InnI1^^1 ,,,'KY 4 R,>! �2 x Standard DPD Chlorine and pH Slide Comparator Sett Yom; m Standard Pool Test Kit approved by Health Authorities # s throughout the country. ' . : ■ Consists of two separate,hand-crafted comparator slides. s� ■ Affords 9 chlorine determinations in the 0.0 to 3.0 ppm range. } ■ Employs Taylor's unique all-liquid DPD reagent system. �A ■ 9 pH determinations from 6.8 to 8.4 ■ Sturdy,durable case assures professional accuracy and allows room for additional slides or reagents. N DWG N0. 1K-1 Pg. No. V.9 t,'ov gh` chi" Sery cue e r 1 ... ._ - Ones,r.rddi �ven_,=ti,P( B 8 yes1�1/a wrt ,R�IOY893 Cal(70 Lam, REC9 $00 8328002<* hfn sR1401871 X200 1 . Ir 10° - i: 1 m Z Mw O :) Z x ad ILL LL a 0_fir �7 Dorn 2 M N I iB IDENTIFICATION NUMBERS l_ Paraflyte Quickset A B Paraflyte Quickset A a 22101 23201 30 26 22114 23214 231/2 24 22102 23202 29'/2 26 22115 --♦►23215 23 24 22103 23203- 29 26 22116 23216 22'/2 23 22104 23204 281/2 26 22117 23217 22 23 22105 23205 28 26 22118 23218 211/2 23 22106 23206 271/2 26 22119 23219 21 23 22107 23207 27 26 22120 23220 20'/2 23 - 22108 23208 26'/2 26 22121 23221 20 23 22109 23209 26 26 22122 23222 19'/2 22 22110 23210 251/2 26 22123 23223 19 22' 22111 23211 25 26 22124 23224 181/2 22 22112 23212 241/2 25 22125 23225 18 21 22113 23213 24 25 22126 23226 171/2 21 � 22127 23227 17 21 ..How To Order The Standard Starting Platform is a general 1.Check the General Notes on the reverse side 5.Orders for 10 or fewer platforms will be num- purpose platform suitable for most applica- for information that may affect your order. bered sequentially, unless we are instructed tions. it is available in two different series— 2 Determine Dimension'A'which will yield the otherwise. On orders for more than 10 plat-. each having a different method of anchorage. forms the numbering sequences must be given. Paraflyte platforms are anchored with four bollsdesired height of the platform over water. J to an anchor set in the deck. Quickset plat- 3.Determine Dimension "B" from the chart 6.If a Standard Platform will not be suitable for a particular pool see our other series loans have a s are installed sleeve anchorin the above.See General Note 3 to make sure that series--Long deck;platforms are installed or removed with- the socket location is suitable. Reach,Florida,Shortee and Competitor.Per- out tools.Dimensions and conf uration are the haps one of these may be more suitable.If you g 4.Determine whether you desire Peraflyte or need advice or assistance submit a dimen- same for both series;only the sizes of the sup- Quickset platforms.ifyou choose Quicksetde- sioned drawing of the gutter and deck profile. porting pedestals and the details of the anchor termine whether you desire the top platform to Recommendations and estimates will be vary.(See Specifications on the reverse side.) be set level or filled towards the pool. (See cheerfully given. Note 4 on reverse side.)Then consult the chart above and order by the appropriate I.D.num- ber. A ,1 This data represents the latest know- ledge available to us at timeof presen. other however paragon.Inc.and olring erringape gthisdrawingassumMliabilityfor ,D ` Q V `K -T _T —O tns use. 1 KDI Paragon Inc. Sheet Title: STARTING PLATFORM 12 Paulding Street STANDARD Pleasantville,KY.10570 9/4-769.6221 Drawn By: Date Drawing TWX 710 572 2202 P.S. 7 / 89 Number 1 0. 51 l GeneralAbles 1.Three organizadoiis dominate competitive d.Maximum Shope of top platform: . swunmtrg each with it own sphere of Infu USS -too ence and slightly.differing re4ulatrons--Na NCAA-1o° tional Collegiate Attltebc Assoaabon(NCAA) FINA -10° - United States Swtmmmg (USS) and Federa - (Note-See remarks below,regarding slope.) . tion Internauoriale de atatwn (FINA) _Then y��,- socket is uv current regulations regarding starting plated to anchor any forms are as follows -_. -Standard dattonn. P�lytat platforms are - boiled to a anchor; idose platforms slip a HetcM of platform above water suAace Into the andlor. A cover is provkiad for the - USS -30'Maximum socket for use when tha platform is removed. NCAA-0.5 tr.to 0.7 3.The center of the socket should not be Io- FINA -0.54'tto0.75 mfr. (193':to 29'h). - _. .� .... -. - � sated loser than 5'to joints,trenches,curbs, Note—tl your pool will operate under both drains or anything else that interrupts the con- - American and international rules order the - tinufty of the stab A firm bond between the platforms for a height(over water)of 291h" socket and the slab must be maintained to pro- and request a pedestal filler of'/z(tor use- vide the necessary stability for the platform. _ when swimming to American rules).. 4.Paraflyteplatforms have top platforms that b.Height of backstroke bar above water level: Can be set level or tilted towards the pool. li USS -0.30 mtr.to 0.80 mtc Quickset platforms are not convertible.Unless (117/s to 23%-) otherwise requested,they will be furnished with NCAA-30"Maximum - - lop platforms set level. If you desire sloping FINA -0.30 mfr.to 0.80 mtr. - top platforms you must specifically request this - - (117/e"to 23%-) on your purchase order. - - C.Size of platform,Minimum: - USS -20" x 20" NCAA-20" x 20" FINA -0.50 mtr..x 0.50 mtr. - (1934" x 193/.' Specifications Standard Starting Platforms shall have an el. The step and backstroke bar shall be sup. ` evated platform supported by a sloping stain- ported by a stainless steel tube 1.500"square less steel pedestal.An intermediate step shall x .065"wall thickness.The backstroke bar shall be provided.A backstroke bar with hand grips be 1"O.D. x .065-wall with handgrips at each shall be located approximately midway be- end. The stainless tubing shall be Type 304, tween the platform and the water. welded,polished to 320 grit. The top platform shall be 24"wide x 20"deep The starting platform shall be anchored in a - and have a non-skid surface.The intermediate .. single socket.It shall be: step shall be 8' x 12".The top platform shall a. Fabricated of stainless steel(for Quickset) be set: b.Cast bronze(for Paraflyte) a)Either level or tilted 9"towards the pod(Par- aflyte),or It shall be furnished with a closure plate. b)Level(Quickset),or The Quickset(Paraftyte)Starting Platform,with 1 c)Tilled 9"towards the pool(Quickset) anchor socket,shall be Identification No. The platform shall be supported upon a stain- less steel: a.Tube,2.500"square x .125"wail thickness (for Quickset). b.Pipe, 1.90"O.D. x .145"wall thickness(for Paraffyte). _I Pirxtw �I n Inc. Kos x 256, 12 Paulding St. Pleasantville, N.Y. 10570 'j - Tel.: 914/769.6221 J Fax: 914/769.0670 i t :u qqq yyy _:. �( VOr :' . PL f g s ce Compehlor Swirn Lan i In`• I r }` ' lot led Y.:,, _ > - >; y_ colors 90 customize.any pool surface, Com. .efifor Racing Lanes are shipped assembled . -ready for you to put right Into the.pool. All ;1e sizes are available in live standard fade- lislant colors: white, red, blue, green and Ilow—additional custom colors are avail- - :ole for a nominal charge. All lanes have 5 feet of solid color of each end, with one- •iI segments of alternating color within the iin body. :: - :,,� - •�,^ 'Y` ;mpetitor Race Lanes have the shortest The and-CI S Tradit n Con Was. - aok-up available, providing lull guller4o- The me C .. an 1 f`TOO "+•:. I �e.- .utter water turbulence control. Plus, they turbu Cet Oily llure short-coupling disconnect for easy lance conversion, complete with stainless L-' Ion a96 19b el pin and brass clevis for long-wearing use 5' 4C eS- m Dr greater performance, use the stainless steel - .. -Imp fOVemenis iulli-lane brackets that fit right into your exist- ¢}-free-swimming ease. j s • • • anchor or receptacle for multiple lane OlTI?� etlfOr; we continue to r Plications. 5 fz�11>4p buiid.our reputation by proved ealW color(s) when ordering: r Ing Superior In-pool products fxr1 o.200.329 ... .......... ......... .... 60 feet . 200.330 ............................. 751aersl and,accessories that quell the - - rn'r 200.331............................ 25 meter 'wages Incompetitive swimming. r200.732............. ......... .... 50 meter - o. 200441 .......... 25 meter with disconnect for1 -.In most anyplace where world 75 roof lane , records are tried and broken 200.342 .......... 50 motor with disconnect for F t you Il,find;Competitor Racing 7I (2) 75 toot lanes I •`Lanes:At-the Olympics, the ` 200.743 .... ..... 50 meter with disconnect /or " (1) 75 loot Ione World Games, NCAA, and at �* 3. 200-344 .......... 50 meter with disconnect for IAF < (1) 75 loot and(1) 25 meter lane colleges,and universities all 200.246.... Plashc one spacer—lor maintaining -over the world, Competitor s ace between multiple proper P P braces with The best. lanes.Order 1 for every 15 11 Y )ecial lengths available upon request. My assembled.4.3" diameter. 1 e ors: Red, Whtfe, Blue, Green, Yellow. tom Colors: Brown, Black, Light Blue, �oon, Orange, Purple. If no color is specified, red and white - ,vill be shipped. �pelilor slor-Lane Storage Reels. „r �I for speedy installation and removal of Dmpetitor Racing Lanes. Rugged crank and nd construction stores up to nine 60 fool, n 75 loot, six 25 meter, or three 50 meter Srs. Vinyl color available. p .Jsf-resistant aluminum O/.IE. E4, &ab. ?oils easily on 5" swivel wheels :8.112" long x 46" wide x 57-314" high tp(� D00-350........... Slor-Lane Reel UnassembledYi- • • • _ 00-351............. Slot-Lone Reel Vinyl Cover - >mpetitor Starling Blocks ?envy-duly polyethylene construction will it chip or rol, and they're mold and ugus resistant r �; .ur stainless steel anchor supports k: Insure stability 'eep, wide, smooth hand slots j3s and steps have special non-slip surface solely r1� dilable in 30" or 22" heights, meeting all -JCAA and U.S.Swimming standards. - - ..olerNumbe�hl thrroue h B v-:«�'7' x'< .�_ `�,,j h•< z _.>r' ,_.;.z`. .'r. 00.600 . 9 .. 22" Red r z.. -+ ✓' :Jiz He 200-602............................ 22- Bluec- 200.603 ............................ 30' R4 � niY7 t•*`t �,t�� , ., `.�"} PO-604........................... 30- White ;� t ¢ 00-605............................ 30• Blue t.cr" Klf £z ' r 'St : y'� r 0 .. I x�'' t I.. .r. •-, '�is L.. •>'>14d�*_�Lr.:,v...x.,�11��wt '-S_ . �I I I i a Competitor) 31 " Electric Pace Competitory 15" Battery Pace Competitor",31 " Battery Pace Clock-Wall Model Clock—Portable Model Clods—Wall Model Our new, octogonolly-shcped Elec- This new 15" Pace Clock provides This Battery Pace Clock contains all tric Pace Clock is engineered for op- high visibility in a convenient, part- the some outstanding features as our timum visibility at great distances. able size and is battery operated. electric model.The battery clock runs. The minute and second hands ore Designed with a sturdy handle and on a "C size flashlight battery- mode attery mode of rust-proof, tempered olu- pedestal-style base, the clock can be powered quartz motor. Easily minum and ore easily visible through easily carded to, and positioned in operated by a start-stop switch. a clear plexigloss lens. The clock any location around the pool.Avoil- 31"Battery Pace Clock-Wolf Model body is mode of durable. hent- able in red or white, the clock body No. 200.300 resistant polyethylene. is mode of durable polyethylene, completely enclosed.Minute and se- - - -' A start-stop switch on the 18-foot cond hands ore made of rust-proof., - extension cord controls the Electric tempered aluminum and ore octi- Competitor 31 " Electric or; Pace Clock. A three-wire grounded voted by a dependable start-stop Battery Pace Clocks— motor, with reset knob, runs on switch. Clock face is protected by a Portable Models 110/120 volt 60 cycle current. clear, plexigloss lens. Special motor specifications for P g You con order either Electric or dot: variousvoltage and cycle re 15" Battery Pace Clock— tery Pace Clocks in portable models. quirements ore available upon re- Portable Models Our convenient, easy-to-use roll-,-. quest. No.200.400. . . . . . . .Red away stands makes Pace Clock in. 31 "Electric Pace Clock— No.200.405. . . . . . .White stallation and portobility.o snap! Wall Model31 "Electric Pace Clock— No. 200.302 ' Portable Model No. 200.303 31 "Battery Pace Clock— Portable Model No. 200.301 I haw I IY Y+ slM,:�gT I ' �I 1 � r 1 SEAT ll ,� I STEPS I I I-7 I 0 4 4„ 4-4" toI 7 7 RUBBER BUMPERS SIDE ELEVATION FRONT ELEVATION i PORTABLE CHAIR Scale 112" = 1r-0" I Specifications The Portable Chair shall provide a molded plastic seat 6 ft.above the deck. It shall be supported upon a rigidly bolted framework fabricated of stainless steel tubing, 1.900" - - O.D.x.065"wall thickness,type 304,polish- ed to a320 grit.The seat shall be reached by a 19"wide sloping stair at the f vont of the chair. The steps shall be injection molded Cycolacm , 19"long x 4"wide,with raised,nonskid pat- tern.The bottom of all legs shall be braced in 1 both directions and terminate in rubber bump- I ers. Connectors shall be stamped, stainless steel and all hardware shall be 1&6 stainless 11 steel. Catalog Number Al 348 S This data repprewts IN latest know. IedgeavaitaDle tousat time of presem 1 .� tatlon ll w K01 Paragon,too.and othersinwtved ingathenng dyyresent ieng taisdrawing assumno IlMily for ts use. Sheet Title: KDI Paragon Inc. 12 Paulding Street PORTABLE COACH'S TOWER b' r Pleasantville,N.Y.10570 914.769.6221 TWX 710 572 2202 Drawn By: P.S. Bate X81 Numb gr 20.37 } 2 -2 y ` j r . r C4 Set Sockets 19'ac.min., 24'ac.max., laterally. ANCHOR SOCKET ' ESCUTCHEON PL. _ 8' 1, s. J GRAB RAILS FIGURE 4 Scale 374' = 1-0' The most generally used style of grab rail. Suitable for installation on a level deck. Available in four grades of stainless steel. - _I .145' Wall 30101 .109' wall 30102 .065' Wall 30103 "'tom .049' Wall 30104 - - I SPf7CIFiCATIONS 11 Grab Ralls shall be fabricated of one omtinuom length of tubing. The tubing stall be stainless steel, 1.900' O.D. x • wall thickness, type 304, polished to 320 grit. All bends stall be mooch and free of urir*lee. :I Grab Hsi1s shell he I.D. No._ This data toyresents the West know• _ , � I l Iadrieavaila letousattimeol Presen- P�i7 ECU-rrA oN FL4-TES kation however KDI Pw*W,Inc.and other invoked in gathering&Cpr "nt. Ing thisdrawingassurnerattadiitylor Ns use. KPI Paragon Inc. SheelTille: -- GRAB. RAILS Paulding kraal FIGURE 4 PNasantdiM,N.Y. 10570 914.7604n1 Drawn ST. Date Drawing 20.A1 TM7105naae P.S. 6 - 85 Number i. }_£ ' Page 20.65 KDI Paragon Inc. Engineering Data Effective Date November 1.1 976 Supersedes June 2,1975 12 Paulding Street �r r ,Pleasantvllle,N.Y.10570 914 769-6221 . Stanchions y Pennant`•Lines L 0 Z The chief uses of stanchions al,swimming 1 To hang backstroke marking lines. These 3 To hang a finish marking line. This will be pools are as follows: must be installed at each end of the pool required only if the finish line occurs at a so that backstrokers are warned of their point other than the end wall (if metric approach to the wall. High(8'-0")stanchions distances are swum in a short course pool). are required, with sliding eyebolts, so that 4 To hang continuous splash curtains. the marking line can be lowered to desired height over water.These stanchions are Stanchions are normally located 2 to 3 ft. .yrte� located 15 ft, from the end walls in short from the pool wall. T 5 meters from the 1Nt L��EQI D— A33Co2 course pools 5ceendwalls in long course (50 meters). 2 To hold a recall line for false starts. Low (4'-6') stanchions are required. The stanchions are located 36 ft. from the W starting end for short courses and 15 meters 13 A from the starting end for long courses. o io �L i 3 Stanchions E y _ All stanchions are made of stainless steel OP '1 o. O EYE BOLT I m° � tubing, 1.900"O.D., wall thickness as fm specified. Type 304, polished to 320 grit. i A lop eye bolt is furnished as standard SIDE EYE f� ,� equipment with all stanchions. Side eye bolts and sliding collars with eye bolt must BOLT _Iordered separately. O ' 1.1.900"O.D.x.065"wall z 4'-6" A3361 J 1.900'O.D.x.065"wall x 8'-0" A3362 a 1.900'O.D.X.109-wall x 4'-6' A3363 1.900'O.D.x.109"wall x 8'-0' A3364 'o 1.900"O.D.x.145'wall x 4'-6' A3365 -Q 1.900"O.D.x.145-wall x 8'-0' A3366 Side Eye Bolt,fixed A3367 O `. Sliding Collar A3368 SLIDING m COLLAR v Stanchion Socket— fib, How To Specify One socket is required for anchorage of Stanchion s each stanchion. Socket is cast bronze and Stanchion shall be KDI Paragon Cat.No........ v 1.900 is furnished with screwed,vandal-proof It shall be a straight length of stainless steel closure cap. Spanner key for cap furnished. tubing,1.900'O.O.x .."wall thickness x ..' 1p ;y{• �— ...��.. A3370 overall length.It shall be capped at one end I with a closure bronze eye bolt.plug containing a chrome-plated Irl (Optional)—The stanchion shall also be fitted tN _J with a chrome-plated eye bolt attached to an c 1 adjustable.sliding collar.Adjustable Eye Bolt io Cj�` �� p,— T7r.. • shall be KDI Paragon Cat.No.A3368. (Optional)—The stanchion shall be fitted with a T fixed chrome-plated eye bolt attached on the 1. PE dT 42' Noe.Fixe Eye Bolt shall be KDI Paragon Cat. Stanchion Socket Stanchion Socket shall be KDI Paragon Cat.No. A3370.It shall be of cast bronze,sized to receive Pennant Lines a full 6'penetration of the stanchion.It shall C receive 1.900'O.D.tubing and shall be fitted Triangular pennants of alternating colors with a threaded,vandal-proof closure plug. c .i spaced according to regulations. Pennants c JI and line are of synthetic materials. Specify Pennant Lines r Faun Llr�c pool width when ordering-5'-0"extra Backstroke Line shall be KDI Paragon Cat will be provided at each end to reach t0 No.A3387.It shall be a plastic tape sewn with stanchions. Also specify colors desired. triangular pennants of two alternating colors. Standard colors are red,white, blue, Colors shall be(while)(black)(red)(blue) BA TP E Llnz Is' yellow,green and black (yellow)(green).Pennants shall be 12'x 18' Itx urn;ux.wts spaced 15'apart < Finish Line A3380 Finish Line shall be KDI Paragon Cat.No.A3380. ui Backstroke Line A3381 It shall be a plastic tape sewn with triangular Pennants of two alternating colors.Colors shall S ,. A—` ��l be(white)(black)(red)(blue)(yellow)(green). m L IL Pennants shall be 18'x 30"spaced 24'apart 2 • i ev 1 d FROST PROOF RECESSED STEPS 00 STEP OPENING- G 15%'X 5'X 5%"Dnp .5 Fn,m ImW.Fomt.nd Pww - u 41� ime W.11 pn Conor.n Ibol. ' 2. NOMINAL WALL ' + to THICKNESS-X• t t. 2 �. 07On GDNn Pool. C lar`X Cmto,P.EDMNITE- !Y` - Ce(A bb D"tnImd Airy M s /nrbllar/on/mnucr/onr FROST PROOF RECESSED STEPS r •�y,Y 5. GUNITE/Pl/6Ter HANDPACKEO CONCRETE POOLS ,+ d 1. Cm bbin ER Pool wall't knit 7'X 17%••X T MI«m corw.o nn uP. t i 2 P.Im tM Imnl«of d,t nrp bN M1N.mlxmm of onn t.nd wntr n "- el MnYrmtml. ;X� • ' ]. FII1 holt M,h trw,y, n,n to RII.5 roWt wMn nep h a m ~01 wour Itdpt e1.np to Zm lit fit. « ,ed fill '- Wok O t. Ono no for A«lf.nw .Ilprment .rad n,tlal tP.elnq.$tp,Nould po, d .F«a><ImtnlYam^Ir«n pool mll,e M Ilddr vritl,dnd Nl- .a. Go a Ha.dr.e, Intra - t� w rp.nY ool«u,hq tnyllc«ewgemmn. .. SOUARECORNERS - E.ry To TIM To E7' CONCRETE P00-.FORM MUREO . / 1 .IY�nmtMlrnE p.d.P wnm tt X 4,1. Dwrl E.i.0 of 1 rm,e.cl n w.«r.M NONSLIP FINISH- r All SurNmt 2 Ur orw of th.fW[.,rN nMod,to MW nn,In term: d Cy,.. TN 10 Plk,nlnlema I d Yrroed doc rq pNl,«Nrwth hold drilled In IPrm. FINISHES FLUSH WITH WALL OF POOL- 51 WtdP Wnw n In,Wt nM ouuldt lean,Mm 1'X Y in Sinn«o.nard on i„ No Protnnlom to f.Broken b/IP P...o n rur al in,. IntMtn wltN SMmmert l ARn loan,.n re.np.,W.rad wnb.lt will,rvtAed,rimae.11 contrera.rad OMer g4FCCCC .vvA11 YYY '1, Gbh fr0mnn,. FROST PROOF 4• 11 On1rtd.wM .tntp.rry col..,INTjk RECESSED STEP P y5gyiA;''.. . F�P t 1 �0 � r�� fi-^.'��4 t �r,��rA "`tr�K�.+'�Si��"' , r�` `�.s�'�•"'a`i4�1�. �artk +� ��''x:> # F' �_,a ��'I#t""g 4, ��r � � ~. l A ?d �' ti. }r a'ft, r i m3# '��`�� O. .. 1 ,c •4 r., . .... "` ,eu*1E�n., t,.1�a in�.. ,,q< '-.3�.YF•.L't::tt, '?. ;r; ...eY4{ ' .$s.' .tit' .r�iw'"r's�P33r, .,w t'@�'[sv m af.;..a.. :1 c3" a�`.�.#... ss. 4.r.:y' i� {. ... :.......m.._....._..__-.. �� .....-.�......-....�.Y..-W......_ __v... :.r.vve- -......e eau.... ....�............ ... .. .�... ..�_... �_ .._ ..... . Y � J u OS .7 ya '.•.e�N'S' r7 «I t -y ,a;�`N Staei �.. k-i� Aal DESCRIPTION z t � .'`3 .. Rr. W(APPRBX)l CATALOG NUMBER 70-231-300 Stand w/double guard rails on two sides 675 ; u; Stand w/double guard rails on two sides 420 70-231-400 390 70-231-402 Stand w/single guard rails on two sides m` Stand w/single guard rail on one side 355 70-231-403 290 70-231-404 Stand without guard rails SM ; 335 70-231-520 Stand w/double guard rails on two sides 300 Fi Jt 70-231-522 260 Stand w/single guard rails on two sides T, Stand w/single guard rail on one side 70-231-523 125 ` l 70-231-524 Stand without guard rails ANCHOR MATERIALS Bronze deck anchor 2 70-231-900 2 fa 70-231-901 Stainless steel thru-rods T ; 70-231-902 Concrete Inserts elacAotAAtR_PRODUCTSCO • •�;Trat �ar ,, �on Spark`s (Reno), Nevadaes43 -46 ,�v:zy resr ..� ...._.__..e.....__.... ._.... _ �._.._..._... ..x..,..d DURAFIRW SHORT STANDS " Durafirm Short Stands have fulcrum units identical to the One f and Three Meter Stands and identical guard rails and anchoring e `turnts They are'tlesigned foruse`on concrete supports or plat hr r forms at either One or Three Meter level. Are 1 , l r 70-231-520 \ tj 11 rw-- Y j y 70-231-522 WON 70-231-523 Y 70-231-524 ' Y .' •.. .. try h } 1 u. THREE METER STAND } SPECIFICATIONS The Three Meter Diving Stand shall be Durafirm® Arcadia Catalog 470-231-300 Three Meter Diving Stand designed for inch deck to water level pool.The diving stand shall consist of heavy 1.aluminum castings dipped in indite chromic acid solution,followed by a 20 mil coat of baked epoxy;The roller y r5ttubez`and,tracks'ishall be heat_t�eated extruded'aluminum;`processed by Alcoa:Duranodic� hard anodizing 1 process ,The bearings for the roller tube and slide shall be'.,nylon with grease fittings adjustable and field- {{ c 'replaceable The,diving board'ancnor hmge's'and'pins shall be heat treated aluminum forgings wilh_a design tensile strength:o1,3''000`psi and.shall receive'Alcoa Duranodic� hard anodizing,Hinges shall be designed y #to allow 180 rotation of the diving board to the rear of the stand: Hinges shall be mounted on a transverse casting machined to allow 7 leveling positions tri one inch increments The diving board anchor bolts shall be 5/e diameter by 3'/2" long Silicon.Bronze..The diving stand guard rails shall be stainless steel tubing,firmly attached to the guard rail supports with sta'nless steel band fasteners.The slandshall include top and intermed- i ate rails on both sides of the stand. The rails shall extend to the edge of the swimming pool and the rail ends shall be fitted with rubber safety tips.The stand shall be designed for mounting on new decks with the use of eight Durafirm®Arcadia Catalog #70-231-900 Bronze deck anchors. ONE METER STAND SPECIFICATIONS:The One Meter Diving Stand shall be a Durafirm@ Arcadia Catalog #70-231- One Meter Diving Stand designed for inch deck to water level pool. The diving stand shall consist of heavy aluminum castings dipped pped in iridite chromic acid solution,followed by a 20 mil coat of baked epoxy.The roller tube and tracks shall be heat treated extruded aluminum processed by Alcoa Duranodic® hard anodizing process. The bearings for the roller tube and slide shall be nylon with grease fittings. adjustable and field- replaceable. The diving board anchor hinges and pins shall be heat treated aluminum forgings with a design tensile strength of 35,000 psi and shall receive Alcoa Duranodict hard anodizing. Hinges shall be designed to allow 180° rotation of the diving board to the rear of the stand. Hinges shall be mounted on a transverse casting machined to allow 7 leveling positions in one inch increments. The diving board anchor bolts shall be 5/e" diameter by 31/2" long Silicon Bronze. The diving stand shall be supplied (without guard rails) (with --,.. top and intermediate guard rails on two sides) (tap guard rail only on two sides) (top guard rail on one side only). The diving stand guard rails shall be stainless steel tubing,firmly attached to the guard rail supports with stainless steel band fasteners. The rails shall extend to the edge of the swimming pool and the rail ends shall be fitted with rubber safely tips. The stand shall be designed for mounting on new decks with the use of eight �;aa$ Durafirmet, Arcadia Catalog #70-231-900 Bronze deck anchors. SHORT STAND u PECIFICATIONS: The Diving Stand Anchor and Fulcrum Assembly shall be a DurafirmO, Arcadia Catalog 'az #70-231-5__ "Short Stand" designed for.mounting on a concrete, steel or other field-fabricated diving plat- form. The diving stand shall consist of heavy aluminum castings dipped in iridite chromic acid solution, fol- lowed by a 20 mil coat of baked epoxy. The roller tube and tracks shall be heat treated extruded aluminum } processed by Alcoa Duranodicd_� hard anodizing process. The bearings for the roller tube and slide shall be Nylon with grease fittings, adjustable and field-replaceable. The diving board anchor hinges ane pins shall ti be heat tread aluminum forgings with a design tensile strength of 35,000 psi and shall receive Alcoa Duranodics akG� ,. . hard anodizing. Hinges shall be designed to allow 180° rotation of the diving board to the rear of the stand.The diving board anchor bolts shall be 5/8"diameter by 31/2" long Silicon Bronze.The diving stand shall be supplied (without guard rails) (with top and intermediate guard rails on two sides) (top guard rail only on two sides) (top 3 A' guard rail on one side only). The diving stand guard rails shall be stainless steel tubing, firmly attached to the_ guard rail supports with stainless steel band fasteners. The rails shall extend to the edge of the swimming pool :?s and the rail ends shall be fitted with rubber safety tips.The stand shall be designed for mounting on new concrete platforms with the use of six Durafirm®, Arcadia Catalog #70-231-900 Bronze deck anchors. r DECK ANCHOR SPECIFICATIONS: The diving stand anchor shall be a Durafirmb, Arcadia Catalog #70-231-900 heavy cast Bronze anchor.The anchor shall be machined smooth at the top and shall be drilled and tapped 5/e"NC thread to receive the bronze diving stand mounting bolts. One anchor web shall be drilled for attachment of a ground- ing wire.The anchor shall be supplied with sealing corks mounted in the bolt threads to prevent contamination during installation. DECK REQUIREMENTS SPECIFICATIONS: Anchorage for Durafirm''& stands shall be positioned and permanently:spotted with con- crete prior to pouring concrete decks. Shipped by manufacturer with the bronze anchor castings (8 for one - meter — 8 for three meter— 6 for short stand unit) is a full scale paper template showing exact location of attach holes with reference to edge of pool and showing center line of'structure. From this paper template the contractor can drill a Y2,inch plywood sheet— 5/a diameter holes. Castings may be bolted to under side g of plywood — plywood sheet can then be located and leveled. For short stand units on concrete pedestals or supports it is imperative that the entire top surface be a level plane: Drainage should be toward the center > of concrete and through a tube to the deck. For one meter.and three meter DurafirmS stands the four deck attach points for .fulcrum:support must be a level plane and the four ladder attach points must be a level plane. These need not be a common plane — a difference of 2 inches,is permissible. The deck surface must be finished flush with top of anchor castings and must have a flat area at each attach point of no less . than six inches in diameter:Abrupt changes in deck contour must be avoided..Feathering or fairing of drain- age must take place outside this attach point flat area. ]nUu LU 6L U] LY ON 11. ' ,TOTATE OR LOCAL CODES. FOR MINIMUM RECUM.BENDED DEPTH 'OF WATER. PROFILE OF POOL BOTTOM AND LOCATION OF BOARDS, IN THE EVENT THAT LOCAL STANDARDS 00 NOT EXIST.WE SUGGEST DIVING BOARDS ' r •YOU CONSULT N.C.A.A.—A.P.U.OR TINA STANDARDS DURAFLE% •. � ... - -�. yak.;i�Y.i.�.^4ia'`a'�' _..�tiv. . c..q- x' r �i T .tia A i�° .r. s i, A phi r n 0 " D P ` . 1 •! O It 1 - 1 D D ..�..- '10 D.O 0 C n C) i Q0 0 r r — CO O N W /S( < " L •s '�;'.c„Isi < x,. f �z,.� .c ...6 .A,y{ W f The Duraflex®tapered aluminum springboard:is the finest diving board ever produced'This Is evidenced O by its exclusive use in all major diving meets around the World since 1958 '> This includes exclusive use in 6 Olympics :Rome ,rTokyo ,;Mexico Gjty� Munich — Montreal 0 Moscow; plus all Pan American Games, Eu�opean,Cup Games,Bntishs0oMmonwealth'Games to m mention only the most publicized competition=events We knowiq, fRno other;piece of sports egwpment with an equal record The patented desig ando strucbon of Dti".raflekfs fi' igUe rtevery detail f 1F2 ss*r3, `-. a ?� �h�1 �y�i::. r S'r• *• n �4� 4 .t i�� k'c 'q:t- pz+ c i X544. 3` SPECIFICATIONS: The diving board shall be an Arcadia Air Products Duraflexl, Dura Maxi-Flex" or Dura-Maxi-Flexr Model "B" Catalog #66-231- — — — aluminum extrusion type springboard. The diving board shall be — — it. long and 19%8 inches wide. It shall be constructed of a basic ribbed one piece extrusion, heat treated for a minimum tensile strength of 50,000 psi of aluminum alloy #6070-T6. r; It shall have a torsion box extrusion. anchor end cap extrusion, and tip end cap extrusion rivited to the basic section. After machine tapering and assembly, the board shall be acid etched, followed by the '= '• ` Iridite conversion coating process. It is then completely coated in aqua colored thermal curing epoxy ;; - resin. The top surface is to be finished w,th three coats combined with a mixture of sand and white aluminum oxide to effect the non-skid surface. The anchor bolts are to be % inch diameter. The under- side extrusion ribs in the fulcrum area will be protected with a specially formed vinyl channel attached to the board with epoxy adhesive. The Dura-Maxi-Flex' is manufactured in 16 ft. lengths only. Materials and construction are identical to the regular 16 ft. Duraflex`. except for the addition of a double taper, plus two extrusions at the bolt attach points. Whereas the regular Duraflex' has a machine taper from tip to fulcrum. the Dura-Maxi-Flex' is also machine tapered from fulcrum to anchor. The Dura-Maxi-Flex' Model . B.. materials and construction are identical to the regular 16 it. Dura-Maxi- Flex', except for the addition of perforations. There are approximately 300 perforations measuring 1;2 inches long and % inch wide. extending 60 inches back from the tip end of the board. 12" TO OF ANCHOR BOLT (TYP) RIBBED —n�l I ----EXTRUSION TORSION MEMBER EXTRUSION F FULCRUM '-< ' TYP BOLT SIZ_ THICKNESS � P3 .JI MACHINE TAPERED FULCRUM ADJUSTMENT 1, I A..� FULCRUM /<" TYP /BOLT SIZE r —jl�l 1/2 THICKNESS 23 'll MACHINE TAPERED FULCRUM ADJUSTMENT i CATALOG LENGTH "A" THICKNESS BOLT SIZE SHIPPING -' NUMBER - WEIGHT (LBS.) j 66-231-324 14' 63'/a" 23/e" 5/s" Dia. 140 66-231-326 16' 78" 23/e" 5/e" Dia. 165 I 66-231-328 16' 73" 23/a" 5/8" Dia. 160 I :.. 160 66-231-330 (Model "B") 16' 73" n t - § I3"Y-$•4 m r u, t -:-� - e _h'e3 Or 'h i �r 8 r a o� eT ,y Jy^s ,w -- y mss ,�', -�s:' ��'5�••c^.��s.a7.f � Q` ��<, ��f< a':,vif'z Ytva _ �c�.x"�'ya�s'°yv�"t• '-a�'w zM„" >-: �.1 � We Rin �7 A }2 • U.S. COAST GUARD APPROVEDI oo s r_ 0 2N4—77 � . �1:L1111� t MODEL qG-19 .,� 19-diameter, U.S. Coast Guard Approved. (available in white only), U.S.C.G.Approval 7160.06 116510 v 3'I' i. Model 040-30(USCG -160.0501,16710) 30-d a 6 per c1n. wt.33 Ibs COASTGUARD APPROVED > b LIFE RINGS Manu 4elu red und<r strict codes and super- w vision of the U.S.Coast Guard.Solid,closcd- acll plastic throughout. Soft, resili<nl to the V IJ. 'i C touch. Designed to be almost indestructible. The finest S.r Tca surface rcvaU-other and M a, tempere(urc otrcmcs, is easily cloned with s soap and -a ter and will not rot or mildew. O��I J r a h Model GW-24 IUSCG 1160.05015011) Q Model 7GO-24 (USCG v160.05011061ol Eacn 24'dla.,6 pe.un., wl. 21 lbs. C L _ OR 4 b�V n S �J Mpdel•Gw-20 7160.0501 ae/t ....._... � u '. ) E oh 'GO x20(USCG n..wt, I0510) w 1 Eacn p-ou.,6 Der nn.,wr IB to, dt k � l� v H �`<�, �:� � ,� �� ""s�;�> A�Tradlnon of L'eadershlp m°Quality Design and St3rvlce k� � s x . � r~= d `One'Bridal'AJenue.;P..O. Box'S78.,WesCiWarwlck,Rl 02893 4'_CaII,TOL�F.REE 1 800 832 8003; wrthin RI 401 821,2200, - ,;•,i . ,H/AND 6KIIVIIVIER6 & LLIA - R/AKLS HAND SKIMMERS 118 Deep Net Skimmer Newly designed, balanced hand skimmer has 124S •]24H extra deep polyester net to capture more debris. - Cuts through water easier with no loss of trapped ! , items.Constructed of high impact,no-mar ABS 119 - _ with molded snap-adapt handle.(replaces#1215) " j, 121020 119Skimmer li Blue ABS molded frame with reinforced aluminum. �a Has white polyester screen and slightly raised lip at k ' front for scraping leaves from bottom.Snap-adapt r aluminum handle.121026 r a 126R 120S No Mar Skimmer Hand balanced design of durable one piece moldedY'NY ASS frame with reinforced aluminum.Long lasting - polyester screen and snap-adapt handle.121050 124S Spa/Pool Skimmer Budget priced skimmer has polyester screen 120S molded into polypropylene frame.Includes magnet on frame tip and snap-adapt handle.Ideal for spa or above ground pool market.121166 124H Spa/Pool Long Handled Skimmer b Model 124S skimmer attached to 1"x 4'aluminum `��- handlewithprotectiveca .121186 - 126 Heavy Duty SkimDz Constructed of%"solid anom rod. Deep net is molded into ABSaps ontoaluminum frame for easy repmbosnapadapt handle plus Boltreferred.21196 O�� ,& 126R - Replacement frame and screen for#126.121216 126 ` Et 128 Skimmer Magnet Attachment j High power ABS with ceramic magnet for removing 5 j ferrous metals from pool bottom.Magnet will not mar pool surface.Snaps into position on screen of most skimmers or leaf rakes.Bubble pack 121016 j LEAF RAKES k. i 122 Leaf Rake Designed to easily remove leaves and debris.Con- structed on strutted of%"solid anodized aluminum rod with heavy duty screen.Screen and frame completely covered with squeegee for scraping fine,loose debris on pool bottom.Snap-a lapt handle.121106 123 Econo Leaf Rake White ABS molded framewith reinforced aluminum- Frame has slightly raised lip for scraping bottom. Vinyl coated blue polyester screen and snap-adapt handle.121126 I I ( -Q 123 122 r `I r r nar, i/ ..tom4 10 RAINBOW _ - US S ANY STANDARD 1%4" ASSEMBLED AS 0 * O.D.HANDLE O.C. BOLT FLOOR BRUSH SPACING WING NUTS ENGAGED ?1 600ANGLED HOLES a BRUSH HOLDER USAGE K D 1 PARAGON INC 1 7 �'/I1, -- I PLEASANTVILLE NEW YORK 10570 ' 1 CAT N4-C-2 391 18" COMBINATION FLOOR $ WALL BRUSH ASSEMBLED AS WALL BRUSH j i ,z BRUSH UNIT REVERSED END FOR EN ! WING NUTS ENGAGED AT 900ANGLED HOLES _ '! `M I—AiL b Rainbow Lifegard'telescopic poles are constructed of high quality drawn aluminum tubing.The 11/8"OD inside tube is clear anodized while the 11/4"OD outer tube is bright blue anodized.Each has a bicycle type vinyl handle grip(except where noted)and is packed in prolective poly sleeve. 2-Piece Telescopic—Plastic Cam ; ! 810-16 Extends to 151/2'length 191016 810-12 Extends to 111/2'leng(h 191026 810-8 Extends to 7'/2.'length 191036 2-Piece Telescopic—Metal Cam 4 812-16 Extends to 15'/2'length 191046 i 812-12 Exlends to 11'/2'length 191056 N 812-8 Extends to 71h'length 191066 2-Piece Telescopic—E-Z Lock Device Compression type lock for positive locking. 806-16 Extends to 151/2'length 191306 i 806-12 Extends to 11'/2'length 191309 806-8 Extends to7'h'length 191308 806-4 Extends to 4'length with pole cap 191304 -� 3-Piece Telescopic—Plastic Cam c 1"and 1'A"OD in side tubes are clear anodized.11A CD outer tube is bright blue anodized. 316 Extends to 15'/2'length 191099 810-6 Extends to 5'/2'length 191096 1-Piece Straight Poles 11/4"ODclearanodized qualitydrawn aluminum tubing with 6 j pole p 820-16 Full 16'length 191116 820-12 Full 12'length 191106 608H 11/4"x 4'PVC pole with pole cap Full 4'length 191126 RAINBOW LIFEGARDD _ C COMMERCIAL POLES F� Construction is rigid fiberglass with E-Z lock compression - typelockingdevice.Poles are manufactured to withstand 806-4 abuse such as required by professional pool servicemen and -' in areas where protection from electrical shock is mandatory. 810-6 Each pole has bicycle type vinyl handle grip(except where not - - -- "^' < < and Uv protective coating to prevent splintering with age. 1 rr77s��,,,,W608H M 808-16 Extends to full 16'length An 191092 GuIE ib, �+ - 808-12 Extends to full 12'length 191091 - -' 818-12 Straight fiberglass 12'length with pole cap 191095 818-8 Straight fiberglass 8'length with pole cap 791093 812-8 z t. 812-24 Commercial,drawn aluminum 2-piece • - s telescopic pole with positive lock metal cam. 810_8 °- -: Extendsto 23'/2'length 191090 _ 806-24 Like 812-24 with E-Z lock compression 806-8 820-12 locking device 191088 828-16 Adapt-A-Pole Kit For situations that require a long,straight pole that is i difficult to ship or transport.Easily assembled on location. i Extensions available to make up any length desired in 8' increments.Includes two 8'pre-drilled fiberglass sections (one with grip and one with heavy duty tool adapter tip) and pole adapter sleeve with bolts and lock nuts.Total length 16'. 191102 808-12 8' Extension Straight fiberglass pre-drilled at both ends. 32031 " 1 818-8 Pale Adapter Sleeve with bolts and lock nuts. Attaches two 8'sections securely together. - 32033 Red Magnetic Hand Grip _ 07023 _i Heavy vinyl replacement hand grip for straight or telescopic poles.Has built-in magnet to retrieve metal objects from pool bottom.Red"warning"color useful on poles too long for truck beds. For 1'h"Diameter Aluminum Poles.Bubble Pack. 221012 `- For 1"Diameter Fiberglass Poles.Bubble Pack. 221010 Replacement Tool Adapter Tip 221012 For Fiberglass Poles. 07023 ,i I 22 RAINRnW PAGE 9 �!~ oct. 137 MODEL Marlow 11/2J50ECV ITT Fluid Technology Corporation PORTABLE ELECTRIC ! MIDLAND PARK,NEW JERSEY 07432 • (201)44:.6900• FAX(201,444-3865 Self-Priming, Cord Connected, Centrifugal Pump For Vacuum Cleaning and General Pol Service 1 Model 11/2J50ECV j 75 Feet of Water-resistant Cord Ground Fault Circuit Interrupter (GFI) 2 Wheel Chassis Kit (not assembled) This unit is designed to be used with a vacuum t Fj hose and vacuum head (supplied by others) to vacuum and remove settled dirt and debris from the bottom of a swimming pool. It combines the p /j convenience of an electrically driven pump the safety of modern design. y The package consists of the following items: 1. A 1/2 horsepower Argonaut pump (Model 3. A Ground Fault Circuit Interrupter (GFI) 1Y2J50EC) This device guards against shock hazard due to This corrosion-proof pump is self-priming and is ground faults in the flexible cord or the motor. It is supplied with a large 110 cubic inch (1.8 liter) rated at 15 amperes,60 cycle, 115 volts and has a suction strainer with a clear"see-through"lid.The trip level of 5 milliamperes(0.005 amperes) with a motor is thermally protected and designed for con- trip time of 0.025 seconds. Plug the GFI into a 115 tinuous duty on 115 volt, 60 cycle power. volt, 60 cycle, "U" ground receptable. A test and reset button is built into the GFI. 2. 75 feet of(#14-3) water, oil, acid and alkali' resistant electric cord The cord is designed for heavy duty service and 4. A two-wheel chassis kit (not assembled) features superior flexing characteristics and phys-: ical properties. It is pre-wired to the motor and Consisting of wheels, axle, base, handle, cord includes a grounding connection. wrap handle and necessary hardware. } i t . S6437I0N 360 PJi-w V Opt.,87 PUMP PERFORMANCE CURVE ITT MARLOW MODEL:I-1/2J50ECV LIQUID:SP. GRI.O SIZE: 2" x I2" SPEED=3450 RPM l5<m) - (3 arin) IMP. DIA.:37/8"(9.8cm) I DATE10-28-8 MBT PWF TOTAL HEAD IN 1 h W I � 20 60 H 16 12 40 H 8 20 a m � 4 . i 0 00 10 20 30 40 50 60 70 ' CAPACITY IN U.S GPM 0 4 68 10 CAPACITY IN CUBIC METERS PER HOUR 12 14 16 i I CAUTION j For the safety of those using this equipment always use the GFI supplied. Test the GFI each time it is used and do not operate the pump if the GFI is not working properly. The GFI is not weatherproof. Store it safely and do not vacuum clean during inclement weather. Never vacuum the pool while . it is in use by swimmers. Prior to each use check the flexible cord for signs j of wear or damage. Do not use a damaged cord. Always fill the pump " strainer pot with water.before starting pump. Do not add an extension cord between the GFI and the electrical receptical. I Fll A�^ mmil $1i 4 f° lyK VACUUM CLEANER commercial type f' �2. o I`THREAD CONN. Y��A pnill - s rh 3 � m II to n� I o ; \QUI J aft y x 18 �h � f` HOSE — All. CONN. � µ ret �� 1. 431., w ' �.•. an 28 x, O 4 " 4pa j Q I 16 CPB VACUUM HEAD WITH ADJUSTABLE BRUSH AND ;:f? ADJUSTABLE NON-MARKING WHEELS. COMBINATION HANDLE AND TOW MODEL. ? IZ OR 2' SWIVEL HOSE CONNECTIONS x K. MODEL NO. 40611 for 12 hose 40612 (of 2 hose 4 - `i INCLUDES: t v-C OSE s y !� 3- v f ` DRAWING N0. N-160 �qr� �U 3 5 �t 4'4i€��h"'4.��,€ xU�,,,a�' v �k"�3' ' '�t tom.+.. ='c�-p =�F�'aw.s3 i f;�+�J-� `�„ +.� * C�i""t�. R�+�"v�,$' `� �. k'n�'r •.. ,�r�,One Bndal Avenue!P O Box 578,West Warwlck`RI,02893 !:Call TOLI:;FREE 1 800 832 8002; wrthm RI 401 821.2200t�"�� "�,�� 310 CMR: DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING .310 CMR 11.00: ENVIRONMEN'T'AL CODE, TITLE 1: GENERAL APPLICATION AND ADMINISTRATION Section 11.01 Scope of Application; Effective Date 11.02 Local Rules and Regulations ' 11.03 Inspection -- Interference 11.04 methods of Enforcement by Local Boards of Health 11:05 Emergency 11.06 Enforcement by the Department of Environmental Quality Engineering of Commonwealth 11.07 Service of Orders 11.08 Hearing 11.09 Appeal 11.10 Penalties 11.11 Variance 11.12 Variance, Grant of Special Permission: Expiration, Modification, ' Suspension of 11.13 Partial Invalidity 11.01: Scope of ADnlication; Effective Date hall hout (1ADDlication. The the 6nmonwea th unlessaand to te Environmental extent that sthe provisions g oany title are expressly lirtited. (2) Effective Date. This title shall be effective and have the force of law upon t— ling with the Secretary of State. Every other title shall be effective and have the force of law in accordance with the provisions of each. If a titie fails to state a date from when it Is to be effective, it shall become effective from the day following the date it is filed with the Secretary of State. 11.02: Local Rules and Regulations Unless otherwise expressly provided in any other title, the legally designated health authority of any city, town, county or other legally constituted governmental, unit within the Commonwealth having the usual powers and duties of the board of health tray, as it considers necessary to promote and protect the health and well being of the particular locality under its jurisdiction, adopt under Its own legal power as exists in the General Laws any rules or regulations con- taining requirements stricter .than those contained in this code. Nor. should the existence of this code'umit or otherwise affect the power of* any health authority with respect to any matter for which this code makes no provision. 11.03: Inspection -- Interference (1) Inspection. In order properly to caout their respective responsh trues under this cnt ode and properly to protect the health, environment and well-being *of the people of the Commonwealth, the board of health and the Department of Environmental Quality Engin- eering or the authorized agent or representative of either are au- thorized to enter, examine, or survey at any reasonable time such places as they consider necessary, and otherwise to conduct such examination or survey as is expressly provided in any other title. (2) Interference. If any owner,• occupant, or other person refuses, 'impe es, 1n i hts, interferes with, restricts, or obstructs entry and free accessto every part of the structure, operation or premise where inspection authorized .by this code is sought, the board of health or the Commissioner of the Department of Environmental Quality Engfn- eering or the authorized agency or representative of either may: 1/1/78 Vol. 12 - 223 I. . 310 CMR: DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING 12.13: continued (2) All walkway and deck surfaces shall be furnished with a slip ' f ive surface. resistant non-abrasif G, 5. 12.19: Ladders and Steps rounded for each 75 feet of (1) A min'unum of one ladder shall be P 2 such devices shall be' swimming pool perimeter, and not less than°ceded in lieu of ladders, pool' If step-holes are p or provided with provided at any P• cleanable and sloped slightly, they shall be readily A suitable handrail drain holes, to prevent accumulation of �tiovided at each side of ' extending s, the Pool deck or curb shall be P be substituted for each ladder or step-holes. Recessed stairstep hall be provided at one ladders or step holes. A suitable handrail 1: side or in the center of stairsteps. um of one handrail or ladder (2) For each special Purpose p. them�hali be a deck designed to equivalent shall be provided, facilitate safe entry or exit. 12.15: Diving Boards (1) Diving equipment shall be rigidly constructed and properly an- to insure stability under the hea free shored wlt ith sufficient bracing supporting reasonable load. Diving boards shall d shall be capable of ters or dangerous cracks, boards from splin durable non-slip and he load hall der covered ns finished Iwithe. Diving material. requirements of Diagrams I (2) Diving areas shall conform with the and II in Appendix B• (3) No diving board or Public feet above live lic' P ip platform more than b - water level shall be permitted for general P swimming P boards and platforms. This distance tel, At least 13 feet of free and unobstructed head room shall be provided above diving at least 8 feet behind, 8 feet to each side, shall be measured from the center of the frbnand of the boar an shall extend horizontally and 16 feet ahead of the front of the diving her (q) Platforms and diving equipment which are'one meter er, higher shall be protected with guard rails. One meter diving the diving pool wall. All platform or diving �. guard rails shall extend at least 30 Inches (75 an board and extend math n one meter hall have guard rails which extend equipment higherabove the diving board and extend to the at least 36 inches (90 ®) edge of the pool 12 16 Water Source ose pool (1) Water to be used in any swimby ming, wading or special' Board of Health. shall be obtained from a source approved (310 CMR 12.17 - 12.20: Reserved) PART II OPERATION AND MAINTENANCE 1 2.21 Annual Permit Re uirements for Swimming, Wadin and Special Pur ose poo s Poo Resor s any swimming wading qr i (1) No person shall operate or maintain permission of the Board of special purpose PO°escr beds by e Health on a form o the Commissioner of the Department of Environmental Quality Engineering. The permit shall state the method Vol. 12 - 226.2.7 3/31/83 JUL-31-1991 11:14 FROM 2679399 TO 15082302810 P.01 �Tih/`, 0R,VIANI.'MEUt<INC.ARCKILM-4 Rom1, TJ S LI��N 22S CUV iENCON STHEET, 1 1 TF.I,:fi]2E7.5JfM1 'f GRAHAM/MEUS PRE-ARCHITECTURE 1 ARCHITECTURE FAX TRANSMISSION INTERIORS TO: OF: TU TF e9 (p\fmRaN ING_ FAX NO.: I'Jr 2 28fO FROM: Wb W IIVD RE: PROJECT NO.: DATE: lu 11T, MESSAGE: 6ARVGRAmAM.NA M, 1I q - ' SHELLEYHARRIS•AIA J 3. PAGE(S) INTHIS TRANSMISSION INCLUDING THIS COVER SHEET 5TEVENC.JENNETTE.CSI DANIEL L NIF.UR,AIA ROBCRT 0.000ANO.AIA STEPHEN W.VAN NESS,AIA JUL-31-1991 11 14 FROM 2679399 TO 15082302810 P.02 GRAWCNMtLIS W.ARCHITECTS 224 CLARENDON OREET 8MTCN.MA02116 TF..L:617 267-OM rAX 617247.2250 J GRAHAM/MEUS "MAIG;TF�� J MEMORANDUM . . 11nEroDRs To: " WNem j j, From: C45TNro (N Re: evNLW yM(,A. Date:�IJuv, it(. ( - A-fl & 70 fig -liefiiNE ft,TN&,`7?AmcN mayo D(XV5�EU �1V�! rGU 1�1D � 1'iJII.DI� IN�t;71� C1�M I . CfJINC7 ESD N ''i G�FP�NI-� 1G5 GMK 435 . 5?.-I& !WCffv`Zy COGS GN • V. d KNIMUM ✓TAVWM rm SNAHMINO SLS . -_--- X-tZK-N 435 •Iff W(NO . aluNO 15m �m 14,NI7 7l.E-3. R��TO �'�ff1G�°`ilGNS _ �IL'1V C�1�5 �D ._f�flC,f�lr G�(L(11A3 . i. 5 . 5INK ILEA 1) aml-'2M KE/1�1� �y � "iU�FI� /Wb YXfILL7N0 MBNKT'ML-Kr DURNe CGNST N f CiJMC U Ptaor GARY GRAHAM,NA gmElLfY M,HANK@;.AIA STEVEN C.ANNETTE.CSI DANIEL L.MEUS,AN ROBERT G.OLAJANO.ALA STEPHEN W.VAN NESS,NA JUL-31-1991 11:14 FROM 2679399 TO 15082302810 P.03 MEMORANDUM (continued) p" M NOICN NZWE PCI< CSD WCTN -[WET PU lli�tt N � F"I � CIi or fl" lrtlriyM . S�Mf;N3(oN d• I � PAGE `L . TOTAL P.03 Mo,P Citp of *arem, 0am5acbuattg Public Propertp Department Nuilbing Department One balem Oreen 745-9595 Cxt. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer AFFIDAVIT As a result of the provisions of MGL c 40, 554, I acknowledge that as a condition of Building Permit Number all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111. S 150A. C I G I certify that 1 will notify the Building Official by Sept&^brrt (TWo months maximum) of the location of the solid waste disposal facility where the debris resulting from the said construction activity shall be disposed of, and shall submit the appropriate form for attachment to the Building Permit. 6 5 � DateU Signature of Permit Applicant (Print or type the following information) fC'tQWe4 Name of Permit Applicant VL LIZ tyF� Firm Name, if any Address SaZ Atment ePlceve .ona eau NS aC>IONN Ftaen#iI FOR FINAL 48 La4ayette Street MADE ATMUST Be SaCem, Ma 01 970 AHEAD LEAST ONE WEEK (508) 745-7777 --"' -- -.:. - FIRE DEPARTMENT CERTIFICATE OF APPROVAL FOR BUILDING PERMIT In accordance with the provtzton,6 o¢ the Ma sia.chuzett-s Sate Building Code arid -the. Salem FtAe Code, application .fps hereby made 4o�L approval o4 p.Caj" and the t_6zuance o4 a ceAt,i.4tcate o4 approvaC 4or a buZC ng permit by the Sa2em,'FGvice Department. (Re4. Section 113. 3, Masa. State BP-dg. Code) Job Location: 2�g ,ES&ec S +. Owner./Occupant: ECcct,t ,caC Contractor: P, f!. Cu F-,te Suppreih.ion Con cto"c: Stgnatun.e o4 AppZtcant: Phone #: �a�� 23S • 6t22 Addreaa o4 Ctty 0-t Appt-,Lcan t: �6 CS Sf/► s'f• f Town: )Til w � Approvat date: E Cc�Ltt6tcate o4 app ovaC hereby granted, on approved pCa" on aubmi 04 pr0ject detait,6, by .the SaCem FtvLe Department. AlC p.Can4 are approved:. -soCeCy 4or tdenti.4tcat.ion o4 type and .Cocation o4 4Zte protectton dev-i,c�s and equtpmemt. Alt pCans are 6ubject to approvaC o4 any other authority hav-ing juri-sdiction. Upon comptet- on., the a.ppttcant or -inata tet(4) aha e. requeat an tnispecti.on and/or teet o4 the 4.Z to protection devtce.a and eglutppmme�nt. ( ** FOR ADDITIONAL REQUIREMENTS, SEE REVERSE SIDE New conatructl.on. Property C.ocation has no compliance with the provtzto" o4 Chapter 148 , Section 26 C/E, M. G. L. , retatZve to the tn.ataZat.ion o4 approved 4,L�Le ataun devtcea. The owner o4 th.i.� property .(.s requtC Led to obtain compttance as a cond.iti.on o5 obtaintng a SuiZd-i.ng Permit. Property Qocation .ins .in compttance w.lth the prov-4-6tonz o4 Chapter 148, Section 26 C/E, M. G. L. Expi,tation date: ;. , F�, i. � StignV4 �044-(.G(.a.Q. Fee due: under 7 , 500 Sq. Ft. $ 10. 0 7 _ gnn 4n Fi- n"n P""' - " C?S nnl T7""n NRI (Po" ln !Qn l FIRE DEPARTMENT CERTIFICATE OF APPROVAL FOR BUILDING PERMIT J UJW In compliance with the provision of Section 113.5 of the Massachusetts a m w State Building Code, and under guidelines agreed upon by the Salem. Bldg. =I.- z Inspector and the Salem Fire Chief, the applicant for A building permit O shall obtain the Certificate of Approval (see reverse side) and stamped F- 2 a plan approval from the Salem Fire Prevention Bureau. Ld zo U i Said application and approval is required before a building permit may be 5 w W issued. The Massachusetts State Building Code requires compliance as a-i a = approval of the Salem Fire Department, with reference to provisions of ¢ z a Articles 4 and 12 of the Building Code, the Salem Fire Code, Massachusetts General Laws, and 527 Code of Massachusetts Regulations. The applicant shall submit this application with three (3) sets of plans, drawn in sufficient clarity, to obtain stamped approval of the Salem Fire Department. This applies for all new construction, substantial alterations, change of use and/or occupancy, and any other approvals required by the Massachusetts General Laws, and the Salem Fire Code. Exception: Plans will not be required for structural work when the proposed work to be performed under the building permit will not, in the opinion of the Building Inspector, require a plan to show the nature and character of the work to be performed. Notice: Plans are normally required for fire suppression systems, _. fire alarm systems, tank installations, and Fire Code UJ requirements. J W zw w ; Under the provisions of Article 22 of the Massachusetts State Building m z ; Code, certain proposed projects may not require submission of plans or N O ! complete compliance with new construction requirements. In these 1.- 20 ? cases, provisions of Article 22, Appendix T, and Tables applicable Wzz J '; shall apply. This section shall not, however, supersede the P: provisions; provisions outlined in the Salem Fire Prevention Regulations, Chapter ow W 6 148, MGL, or 527 Code of Massachusetts Regulations. All permits for oa. Q. a = fire code use and/or occupancy shall apply for the entire structure; a ? 2 ¢ fire alarm and/or smoke detector installation shall apply to the entire structure based upon current requirements as per Laws and/or Codes, but the existing structure may comply with regulations applicable for existing structures. Notice: Sub-contractors may also be required to file individual applications for a Fire Department Certificate of Approval for the area of their work. Such sub-contractors shall file an Application to Install with the Fire prevention Bureau prior to commencing any work for those areas applicable. Form 81X (10/90) )4'3-IM3 O. Sb3jlb 3 IH lYNI3 'LS V NOIt03dSNl 1N3W1NjOddV BUILDING DEPT ® P�ou 21 II 37 pW '89 RECENED CITY OF SALEM,hIASS. �� 240 En 4;6R As a precautionary measure, the Salem YMCA has temporarAily closed it' s swimming pool . Recent tests on the pool roof while not indicating any structur- al deterioration, did reflect an elevated level of chloride in the concrete. Futher testing of the pool roof is now underway. The additional test will determine conclusively whether the roof is safe in it ' s current condition or if corrective measures need to be taken. It is not anticipated that the pool will be � closed for an extended period of time. The rest of the YMCA is open as normal . SALEM YMCA One Sewall Street Salem, Mass.01970 Telephone: (508) 744-0368 (508) 744-0351 SALEM YMCA- PIONEERS IN YOUTH WORK YOUR GIFTS AND BEQUESTS WILL BE YOUR INVESTMENT IN YOUTH BUILDING �® CITY SALEM SALEM, MASSACHUSETTS 01970 PERMIT DECEMBER 219 96 715-1996 DATE 19 PERMIT NO. APPLICANT PETER STROUT ADDRESS 29 IN"TEIRVALE RD .6 (NO) (STREET) (CONTR'S LICENSE) SALEM STATE 01970 508-�-745-4112. CITY STATE ZIP CODE TEL.NO. ALTERA T IOM :SALEM Y. IYI. C. A. NUMBER OF PERMIT TO (—) STORY DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) -- - - ---y ZONING AT(LOCATION) 0001SEWALL_STrRCET_ U3 / DISTRICT (NO) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) SUBDIVISION IYIAP `b LOT �4"'B BLOCK 0'0" LSIZE OT .,1524 SO. FT BUILDING IS TO BE FT.WIDE BV FT.LONG BV FT.IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS ]DERMIT 1"0 EXTEND DAR CARE SPACE AS PER /r� (DLANS SUBMITTED. L. E. T. 'V( 'l �ur �� i I1 J. .a t/�I�N I-ry PERMIT AREA OR 20, Qi171121 125. 00 VOLUME ESTIMATED COST FEE (CUBICISOUARE FEET) OWNER SALElyl Y. M. C. A. BUILDING DEPT. ADDRESS 1 SEWALL ST SALEM) MR BY L. E. T THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY,ENCROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST SE APPROVED BY THE JURISDICTION,STREET OR ALLEY GRADES ASW ELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENTOF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL INSPECTIONS APPROVED PLANS MUST BE RETAINED ON JOB AND THIS CARD KEPT WHERE APPLICABLE SEPARATE REQUIRED FOR ALL CONSTRUCTION WORK: POSTED UNTIL FINAL INSPECTION HAS BEEN MADE, WHERE A PERMITS ARE REQUIRED FOR ).FOUNDATIONS OR FOOTINGS. CERTIFICATE OF OCCUPANCY IS REQUIRED.SUCH BUILDING SHALL ELECTRICAL,PLUMBING AND 2.PRIOR TO COVERING STRUCTURAL MECHANICAL INSTALLATIONS. MEMBERS(READY TO LATH). NOT BE OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 3.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS P ING INSPECTION APP AL ELECTRICAL INSPECTION APPROVALS 1 c�k o ' � �<< � ' 6 /Z 5 > BOARD OF HEALTH 4zv U GAS I ECTION APPROVALS FIRE DEFY.INSPECTING APPROVALS CERTIFIqAI OF OCCUPANCY Issued: 'a 3U permit H: 15- THER I eel 111 1 2 2 WORK SHALL NOT PROCEED UNTIL THE FASNMOTEDTABOVE. WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS INSPECTIONS INDICATED ON THIS CARD INSPECTOR HAS APPROVED THE VARIOUS ARED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED CAN BE ARRANGED FOR BY TELEPHONE STAGES OF CONSTRUCTION. OR WRITTEN NOTIFICATION.