Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Miscellaneous - Edgewood-1999
Q �J FROM (FRI)FEB 3 2006 16:23/ST.16:22/No.6820878843 P 1 Department of Public HeshW Department of Labor & Workforce Develoment NOMCATI0N OF DELEADING WORK All sedleas of this foes most be completed in order to comply with ,! the notification regnirenteebi of M.G.L. C. 1111197, 04 C.MIi 22.00 and 105 CMA 460.000, is inert recently amended Contractor perknulag projett PCp VN A. ii%� Lieeaie NDC— _Fop. Date t. Land Point lespector ��nsr` Date of lnspectios 6P Lioeese N1a 7 Exp lbte ADDRESSOF Pte: StreetAddroas_n&,rjt City_ I'mperty Tolephou Aeheudine Melbod: et/Dry Scrapie overall If "Obe aekotod, piton explain �in�► r Number — I! t�.alh. ,►IR _ . Heat Goo Canities ra er Liquid E W psabat ep icemen Cbeck ose: Dwelft is multi-thtnily Sin$16.rAmily _ otter Start Dass Completion DUN When will wotlt be done. AMS PM (Speckly tuna as site) Weelmads? C1C1 Project Supervisor Namc ' 116L4 �f '� e \ .Lkense 0=99 EIp Date I W Wortises Compensation Policy r: N to ease of emerEeaey cvu t oO \ `�\ �n bC \..�� Tel. M_( (Cantraetor's Reprasstelive) The uadeni`ned hereby Astes<, ender the pains and peaaliks of perjury, that he/she hos r+ad and asdaused the Commonwealth of Massachusetts Delesding Regulations, ISI CNIN 22.00, and the Lead Poisoning Prevtatlon and Coatrol Regulations, 105 CMA 40.000, sad that the information connived In ebb sotiflestion is true sad correct to Aalbat of bb/ber knowledee and belleL 11 Company Nome -[&� \CQric��\�\ Address Tel epb9ooNnmber 0n15�— 260 . aliLko w Town of NORTH ANDOVER BUILDING PERMIT INSPECTION REPORT PERMIT NO.: 107 PROJECT: F0� C, CZJ\ INSPECTION DATE: ?Z,/6�' UNIT NO.: FLOOR: WING: BUILDING NO.:lom- A� /REMARKS: 2 03,1-2 2- a. ms'sT 1=L �31v2� 1303; E'U{ l32 Excavation - depth and soil conditions Framing - Other: Date: Date: Date: Inspector Inspector Inspector Footings and foundations and drains - Insulation - Other: Date: Date: Date: Inspector Inspector Inspector Electrical - rough - Plumbing and/or gas - rough - Other: Date: Date: Date: Inspector Inspector Inspector Electrical - final Plumbing and/or gas - final Other: Date: Date: Date: Inspector Inspector Inspector Fire Dept - oil burner, tank, stove, smoke detectors Final inspection Certificate of Use and Occupancy Date: Date: Date: -Cof 0# Inspector Inspector Inspector Norm WWdb Action Vre9S, bbb-/UUU i�' � .`+y.:' I' s. iri. ,Tj, .. k 1 .41.: _�.r .y�' .__ u,yY.. y. rt i�.t afa_ 1[�d. �.� � � ,-w :d<.+ -^ — . ._ « • y IIiN 1 C ;o. Town of NORTH ANDOVER BUILDING PERMIT INSPECTION REPORT PERMIT NO.: UNIT NO.:_ _ PROJECT: F INSPECTION DATE: FLOOR: WING: BUILDING NO.: ) I)I REMARKS: 12 () f 1 'd"I j 0M, Excavation - depth and soil conditions Framing - Other: Date: Date: Date: Inspector Inspector Inspector Footings and foundations and drains - Insulation - Other: Date: Date: Date: Inspector Inspector Inspector Electrical - rough - Plumbing and/or gas - rough - Other: Date: Date: Date: Inspector Inspector Inspector Electrical - final Plumbing and/or gas - final Other: Date: Date: Date: Inspector Inspector Inspector Fire Dept - oil burner, tank, stove, smoke detectors Final inspection Certificate of Use and Occupancy Date: Date: Date: -Cof 0# Inspector Inspector Inspector Form WWb Action Press, 555-7000 N r-1 O +J 00 ch u En 9 M z m m of w C m I~ O +I a z �4 ill U W + H CT O r aii •� a O w F 4-j pm o +I +1 ¢ cn w <C I~ u t W w S 0 O O N O W O OM C4 + 1 F F a co cb u ,-i* s a o u x w z v cn zo' x o w ^ M Q r- w o � W 5 u z° o cw. y� � a o0o w c i cn rn z Z) z 0 R `O zz' �¢ z ww h 64 z W< A 4 �a o o d Q Q A m 14 o 0 -T O o, IO z_ Q 4J Lr) � rn I LA O I a r� a 4 W N a `^ N 0 I M N r-1 O +J 00 ch u En 9 M z m m of w C m I~ O +I a z �4 ill U W + H CT O r aii •� a O w F 4-j pm o +I +1 ¢ cn w <C I~ u t W w S 0 O O N O W O OM C4 + 1 F F a co cb u ,-i* s a o u x w z v cn zo' x o w ^ M Q r- w o � W 5 u z° o cw. y� � a o0o w c i cn rn z Z) z 0 R `O zz' �¢ z ww h 64 z W< A 4 �a o o d Q Q A m 14 -T O O6 IO z_ Q o NU � rn I LA O I a r� ei N a N r-1 O +J 00 ch u En 9 M z m m of w C m I~ O +I a z �4 ill U W + H CT O r aii •� a O w F 4-j pm o +I +1 ¢ cn w <C I~ u t W w S 0 O O N O W O OM C4 + 1 F F a co cb u ,-i* s a o u x w z v cn zo' x o w ^ M Q r- w o � W 5 u z° o cw. y� � a o0o w c i cn rn z Z) z 0 R `O zz' �¢ z ww h 64 z W< A 4 �a o o d Q Q A m 14 r -T O O6 IO O N � rn I LA I I IT. r� ¢ N N `^ N 0 I M C7 O L1 .--r N O -4 00 Lr) � Lr) r, O -+ u v O i ¢ q h r O6 N � rn I ¢ `^ N 0 I M A � w ¢ q h c0 en ¢ rn I � o _ N I M Z 3 0 M � ioq w N C7 A � Mo o _ 0 0 00 w CO) C14X 0 b O Q) O LH a w a m u)Lr"-- --co co ©= O W 4 I� 1 a) 3 O Ir� oz F E O � H A O +I Z M�1 G u 0 O is Q {. �O d W O U m+ w �- z b "' d r�-I •C oN o 6T-( S F" O W Z W M N +In O 3+ O O z a o v x w go z z° ZOo 4-4 O 14W s v1 U ,>- 'T� F" z { 1 000 w U �j W nz o z c Cie cr� w C w a A ¢ ¢ ¢ O Q o U uxd O CA G] G1 fa ¢ `n `" rA z a 6 Lr I 10,41 u�N OIN O Ln N O rl u1 r -I Ln w/ Q I J U rn ¢ rn I � o N I M Z 3 0 ioq w C7 A � C:� � L Ya a,, L' w r` - WATER SERVICE CONNECTION CHARGE Cis,o� � ew)M. All new water connections will be subject to a water connection charge, prior to the issuance of a building permit, in accordance with the following rate schedule: Residential Connections $1,000/unit Commercial and Industrial Connections 1" $1,000 $2,250 2" $4,000 Over 2" $10,000 SEWER: SEUICS. CONNE=O.K CRARM All new sewer connections will be subject to a sewer connection charge, prior to the issuance of a building. permit, in accordance with the following rate schedule: Residential Connections $1,000/unit Commercial Connections (:::$:27,�00O Industrial Connections $5,000 Approved by vote of the Board of Selectmen at their meeting on August 7, 1989 to be effective September 1, 1989 -JUL - 6 1990 12-11 X010 O z ci b 0 3 rn ■ 1 R U a a I O H N Cd 41 U1 u r � r. N 0 h�i O F U cU] + S N Q) � co 4J � o +I +I �¢ m v r4 U F o G w o o 0 w +I o O p O 0 ca U -i .-a U) U v w �, o o a En o w O P w u>4 z z° z a W). Lf) Fa OOO CO U M txj- G V o ¢ Az O ¢ C7 4Q a� (zl o0 10 d co A A ca �3 I _., O � cp - � N O• z � 5 a o � Q � o a _.__ . i CC---- U � U E✓ U � a Q I _., � cp - � N I U 5 _.__ . i CC---- O E✓ U IT, z A a I I � U 5 C) b O C) b _� . 3 D � �� V '-� n � �� .,._ _ •� .:s: `� d r c r �o a c The Commonwealth of Massachusetts Department of Industrial Accidents Officeallfirm9atlens 600 Washington Street Boston, Mass. 02111 Workers' Compensation Insurance Affidavit .. 4� 9'.4v.�-�t'i, v1H.'iy .-•. - �- 'n vE -VK« i.- .Y �:,�� „A +i \.+ � � � ifs"t'.i��` i:xae!ewtv�e� -�e:3 :e-�f...,(�-t�'� �i �\ii:`�' �i�►�;ti , �„ ,... w, �3ia�'�'�a"4hJF"�'X�' . �.aixk?=',�-'P:. location: I am a sole proprietor, general contractor, or homeowner (circle one) and have hired the contractors listed below who have the following workers' compensation polices: comnanv name: city:: ... phone #: incuranre rn_ . .,.: nnlirvi3 ......... . Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to 51,500.00 and/or one years' imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of 5100.00 a day against me. I understand that a COPY of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under the pain)�and penalties of pe dry thqf the information provided above is true and correct Si Print name Charles E. Floyd V Phone # 781 271-9006 official use only do not write in this area to be completed by city or town official city or town: permit/license # rlBuilding Department []Licensing Board check if immediate response is required QSelectmen's Office oHealth Department contact person: phone #; r Other (reused 3/95 PIA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual , partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally, neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. .,v.� N•.K M:: ,.y � �'•y ws... � ... _•;,a. �,,,�'b�-. .rte_. F: ^°' y - 7 �csn... �.,...»+-e _. � .y «av^3s>t"d"`_ ._-.•�.r3:`,fi F '�f4. �1d.N�rM'aLNS=`.�`�`�}i.` e43:F.rs:�-;4o�jQ Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or Iicense is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the "law" or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. �ar'-9e�:%d- _;y�.� .i"""' .i•� vf�'Ai TFsdw.tw+ Y--xc.''.--2�. �:.�:c.r"ti7;�. sC��' c��"z.�/dyb`�'�`�.?..."�+rc.,�ss3.,"�'� r.�• .�gr�`-. . _=�,a„•.d�,;�,�"' '-?e""^`aa;. `*.v ' ✓r+. -,d.. �. s"^' ,r:.i'si a... . ✓- a.�:`irr�.'i=r"�i'•a� z" S c'?s `rfr City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. t 'tri' :"L' •.^f' �•�'—.e-3 r..x.ry�TC �P �. a`" c*,_ ?5: J.�i.I �'t� ��C S ,-�' '°L' The Commonwealth Of Massachusetts Department of Industrial Accidents Office of investigations 600 Washington Street Boston, Ma. 02111 fax #: (617) 727-7749 phone 9- (617) 727-4900 ext. 406, 409 or 375 CONSTRUCTION CONTROL AFFIDAVIT Project Number: 9822.00 Date: 2125199 Project Title: Edgewood Phase II Project Location: Osgood Street, North Andover, MA Name of Building: Edgewood Scope of Project: Addition of swimming pool with accessory spaces and 36 unit residential apartments. 1, Robert J. Flaherty, III MASSACHUSETTS REGISTRATION NO. 36161 BEING A REGISTERED PROFESSIONAL ENGINEER HEREBY SIGNIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ❑ ARCHITECTURAL ❑ STRUCTURAL X HVAC ELECTRICAL ❑ FIRE PROTECTION ❑ PLUMBING ❑ OTHER FOR THE ABOVE NAMED PROJECT AND THAT IN MY PROFESSIONAL OPINION, TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE, SIXTH EDITION, 780 CMR AND ACCEPTABLE ENGINEERING PRACTICES. I OR MY REPRESENTATIVES SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES DURING CONSTRUCTION AS SPECIFIED IN SECTION 116.2.2 OF 780 CMR: Signature 4. ROZERT�c p'J J. i I''LMIIERTY 15 NO. 36161 SUBSCRIBED AND SWORN TO BEFORE ME: THIS �5/ DAY OF ` '19 f 1 Donna M. Russell / `v L��2�{� Notary Public MY COMMISSION EXPIRES ON: May 20, 2005 CONSTRUCTION CONTROL AFFIDAVIT Project Number: 9822.00 Date: 2125199 Project Title: Edgewood Phase II Project Location: Osgood Street, North Andover, MA Name of Building: Edgewood Scope of Project: Addition of swimming pool with accessory spaces and 36 unit residential apartments. 1, Paul A. Corrado MASSACHUSETTS REGISTRATION NO. 37144 BEING A REGISTERED PROFESSIONAL ENGINEER HEREBY SIGNIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ❑ ARCHITECTURAL ❑ STRUCTURAL ❑ HVAC ELECTRICAL ❑ FIRE PROTECTION ❑ PLUMBING ❑ OTHER FOR THE ABOVE NAMED PROJECT AND THAT IN MY PROFESSIONAL OPINION, TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE, SIXTH EDITION, 780 CMR AND ACCEPTABLE ENGINEERING PRACTICES. I OR MY REPRESENTATIVES SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES DURING CONSTRUCTION AS SPECIFIED IN SECTION 116.2.2 OF 780 CMR: Signature OF PAUL SUBSCRIBED AND SWORN TO BEFORE ME: =ROD al JJ� r- - to. FM44 Q THIS ` DAY OF 199 slag Q Donna . Russell Notary Public MY COMMISSION EXPIRES ON: May 20, 2005 CONSTRUCTION CONTROL AFFIDAVIT Project Number: 9822.00 Date: 2125199 Project Title: Edgewood Phase II Project Location: Osgood Street, North Andover, MA Name of Building: Edgewood Scope of Project: Addition of swimming pool with accessory spaces and 36 unit residential apartments. 1, Blair Chamberlain MASSACHUSETTS REGISTRATION NO. 38454 , BEING A REGISTERED PROFESSIONAL ENGINEER HEREBY SIGNIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ❑ ARCHITECTURAL ❑ STRUCTURAL ❑ HVAC ELECTRICAL X FIRE PROTECTION X PLUMBING ❑ OTHER FOR THE ABOVE NAMED PROJECT AND THAT IN MY PROFESSIONAL OPINION, TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE, SIXTH EDITION, 780 CMR AND ACCEPTABLE ENGINEERING PRACTICES. I OR MY REPRESENTATIVES SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES DURING CONSTRUCTION AS SPECIFIED IN SECTION 116.2.2 OF 780 CMR: Signature SUBSCRIBED AND SWORN TO BEFORE ME: THIS c�-SDAY OF Qq-4/LCL Donna M. Russell Notary Publc .197 /r v� MY COMMISSION EXPIRES ON: May 20, 2005 °k'N OFFICE OF BUILDING INSPECTOR '? �. • ` TOWN OF NORTH ANDOVER �' •� CONSTRUCTION CONTROL PROJECT NUMBER: 9822.00 PROJECT TITLE: Edgewood Phase II PROJECT LOCATION: Osgood Street, North Andover, MA NAME OF BUILDING: Edgewood NATURE OF PROJECT: Addition of swimming pool with accessory spaces and 36 unit residential apar men s. IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, 1, Earl R. Flansbur2h REGISTRATION NO. 1731 BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ❑ ARCHITECTURAL 0 STRUCTURAL ❑ MECHANICAL ❑ FIRE PROTECTION ❑ ELECTRICAL ❑ OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDIINAdNCES FOR dTHE PROPOSED USEE AND OCCUPANCY. I FURTHER CERTIFY THAT N9HALC PERF N�THE pgep 99ARY AbyF�SSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code -required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with, the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. IGNATURE/ SUBSCRIBED AND SWORN TO BEFORE ME THIS 24 DAY OF 19_i NOTARY PUBLIC MY COMMISSION EXPIRES 3 PROJECT NUMBER: PROJECT TITLE: L—, Ta .�^'�Ga-' n PROJECT LOCATION: No A NAMIr OF BUILDING; NATURE OF PROJECT: IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTSREGISTIION NOuI`� I '7 C` E Y CER BEING A REGISTERED PROFESSIONAL UVISEO THE PREPARATION OFBAL.L DESIGN PLANS, HAVE PREPARED OR DIRE COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PR OJECT ARCHITECTURAL P1. STRUCTURAL. MECHANICAL FIRE PROTECTION ELECTRICAL U OTHER (SPECIFY) H PLANS, FOR THE ABOVE NAS EDS ROJ[:AiIONS MEET THE APPLICA$QE PRO SON OF THE F MY KNOWLEGE. CMASSACHUSETTS COMPUTATIONS AN STATE -BUILDING CODE, ALL ACCEPTABLE ENGINEERING F RATIGES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. vICF I FURTHER CERTIFY THATI OSHA IONESITE ON THENECEAND PERIODIC BASIS TOY pROFESSIONALROETERMINE -S ANDTHAT PRESENT ON THE CONS THE WORK IS PROCEEER ISNG IN PONSIELE FOR THF FOLLOWING AS SPECIFIED INDANCE WITH THE DOCUMENTS SECTION 116.0eUILDIN PERMIT AND SHALL BE 1. Review, for confonnencc to tt�o design c�nt�l7i, shop drawings, samples and other submittals which are submitted by the ccntri)dOr in accordance with the requirements of the construction documents. 2. pnxedures for all ,fie -required cantralled materials. FRuview and opproat Of ** elu2liW Control 3. Be present at intervals appraPiathe tothe aildg deterne,I nngento if m " ^lis beingfamiliar with the progress and quality of performed in a manner consistent with the cons ucxion documents. RT TOGETHER TO SECTION116.2,2 I COMMENTSSHALL SUBMIT WEEKLY. A PROGRESS TO THE NC)RTH ANDOVER 13UIL.D NG INSPECTOR. I SHALL RT TO THE UPON COMPLETION OF THE W�I� READINESS OF17HE PROJECTO AS CUPANCY SATISFACTORY CAMP! 5 -TION /IGNATURF- S D 1922 74ARYT SEFO S AY 0 ME THI LIC Z00 [I DmialI11H NO.LSOH *(-F '1A HIXIS V+duo MY CQMMISSIoN EXPIRES LA4' YVI .b51,60 1111,E 66/8T/90 OFFICS. OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER '. y GONSTRUCiION Oi TROLL T� . PROJECT NUMBER: PROJECT TITLE: L—, Ta .�^'�Ga-' n PROJECT LOCATION: No A NAMIr OF BUILDING; NATURE OF PROJECT: IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTSREGISTIION NOuI`� I '7 C` E Y CER BEING A REGISTERED PROFESSIONAL UVISEO THE PREPARATION OFBAL.L DESIGN PLANS, HAVE PREPARED OR DIRE COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PR OJECT ARCHITECTURAL P1. STRUCTURAL. MECHANICAL FIRE PROTECTION ELECTRICAL U OTHER (SPECIFY) H PLANS, FOR THE ABOVE NAS EDS ROJ[:AiIONS MEET THE APPLICA$QE PRO SON OF THE F MY KNOWLEGE. CMASSACHUSETTS COMPUTATIONS AN STATE -BUILDING CODE, ALL ACCEPTABLE ENGINEERING F RATIGES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. vICF I FURTHER CERTIFY THATI OSHA IONESITE ON THENECEAND PERIODIC BASIS TOY pROFESSIONALROETERMINE -S ANDTHAT PRESENT ON THE CONS THE WORK IS PROCEEER ISNG IN PONSIELE FOR THF FOLLOWING AS SPECIFIED INDANCE WITH THE DOCUMENTS SECTION 116.0eUILDIN PERMIT AND SHALL BE 1. Review, for confonnencc to tt�o design c�nt�l7i, shop drawings, samples and other submittals which are submitted by the ccntri)dOr in accordance with the requirements of the construction documents. 2. pnxedures for all ,fie -required cantralled materials. FRuview and opproat Of ** elu2liW Control 3. Be present at intervals appraPiathe tothe aildg deterne,I nngento if m " ^lis beingfamiliar with the progress and quality of performed in a manner consistent with the cons ucxion documents. RT TOGETHER TO SECTION116.2,2 I COMMENTSSHALL SUBMIT WEEKLY. A PROGRESS TO THE NC)RTH ANDOVER 13UIL.D NG INSPECTOR. I SHALL RT TO THE UPON COMPLETION OF THE W�I� READINESS OF17HE PROJECTO AS CUPANCY SATISFACTORY CAMP! 5 -TION /IGNATURF- S D 1922 74ARYT SEFO S AY 0 ME THI LIC Z00 [I DmialI11H NO.LSOH *(-F '1A HIXIS V+duo MY CQMMISSIoN EXPIRES LA4' YVI .b51,60 1111,E 66/8T/90 < oo=fig _ O c• vJ O Q co) L �.O y CL O 0 m C7 'a c2COL� m z y �� y o, = °:m y m d CL m CD = y m � O N p Ef o :W m x IE �CA -s a24 �l " ��.. rte'' _:a CL r �. m n� R.JJcD' _ n m 3� = O d N y C=L e t� C/) C �� a �•ii h N I1 CCD JS e.� ?IE cD • N �'� H(,to CcD O O SOC z Era. O CD u C/n Z C. m =y w�tl C-)0 c: Ri Cn d CC/ ~ p b7 r ~ �x7 ,w O ? r4Vr�]/ H ' C3 y yd O Q � 7d O r C p 7d �? O n c h = O z O 7d (n CD C/) rDD n7 O x .�7' r> O Cl) CD 0 Z y O C/)O- �' CA m o � 0 CD m CD CL � c =r m m CD o CD p CCD m mm C CD y CL O CD CO) CD I CO) CD O 1CD Z n CD v O CD < oo=fig _ O c• vJ O Q co) L �.O y CL O 0 m C7 'a c2COL� m z y �� y o, = °:m y m d CL m CD = y m � O N p Ef o :W m x IE �CA -s a24 �l " ��.. rte'' _:a CL r �. m n� R.JJcD' _ n m 3� = O d N y C=L e t� C/) C �� a �•ii h N I1 CCD JS e.� ?IE cD • N �'� H(,to CcD O O SOC z Era. O CD u C/n Z C. m =y w�tl C-)0 c: Ri Cn d CC/ ~ p b7 r ~ �x7 ,w O ? r4Vr�]/ H h7 p Cn yd O O � fir] O 7d O r C p 7d �? O n c 7d O �1 O w z O 7d (n CD C/) rDD n7 O x .�7' r> O CA O C GENERAL BUILDING NOTES/CHECKLIST- NOT LIMITED TO ITEMS BELOW POST ALL LOT NUMBERS, ADDRESS, AND PERMIT (COPY OK)..or no inspections INSPECTIONS: (Minimum) Excavation, Footing, Foundation, Frame, Insulation, Final. FOOTINGS: Continuous Full 2x4 Keyway Continuous strip footings for interior columns FOUNDATION: Rebar as required Anchor bolts or straps Damproofing Foundation drain - pipe/stone/fabric filter/cover and outlet connection. FRAME: Fireblock - over girts/plates between floor joist Penetrations for plumbing, heat, elec, etc. Walls at stair stringers. Windbrace corners and center bearing partitions. Size ridge to provide full bearing at rafter cuts. Hip and Valley rafters - watch bearing at walls. Ridge & Hip - Provide proper connections. Cathedral roof rafters provide proper connections and use "Hurricane Clips" tie to plate. Stair stringers - watch cuts and heal support. Joist hangers - fully nailed w/ hanger nails. Sill plates 2-2X6 (1 PT) w/sill seal. Girls - solid brick or steel plate bearing at foundations '/ " air space at sides in foundation pockets. Lateral bracing at ends. Certified calculations. required for Beams/LVL's Trusses. Solid bearing support for Headers/Beams etc. Check headroom clearances - stairways, under beams Attic Access. (min. 22x30 w/3' headroom above). Crawl space access. (min. 18x24). Bath exhaust fans to have metal duct to exterior (not in soffit). Firecode S/R wood frame of "0" clearance fireplaces & stoves Window Schedule or Every Habitable Room Must Have: Natural light equal to 8% of floor area. '/ of required glazing shall be openable. Bedrooms required min. 20x24 egress window or door. Vent attic spaces - "proper vent", soffit and required ridge vents. Firecode under stairs if used for storage FIREPLACES: Separate permit required. Inspections at Footing - Smoke Chamber - Finish Smooth parging, clean joints, 8" solid @ combust. Surf. DECKS: Separate permit required: Lag to house, provide flashing. Rails min. 36 " high, Baluster max space 6" on center. Over 8' above grade, use 6x6 posts w/lateral bracing. Lag all posts and rails. Pier footings down 48", Conc. pad at stair base. FINISH: Handrails returned to wall/newall post. Guardrails required alongside open cellar stairs. Exterior grading complete. Certificate or occupancy required prior to occupying structure. Temporary Stairs required for inspection. Re -inspection fee - $25.00 (Be Ready). Certificate of occupancy required prior to occupying structure. OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL s SAC11Y� PROJECT NUMBER: 0z' Z. DD PROJECT TITLE: ,dbL3"WODb PROJECT LOCATION: OSGrbd�» S'r Nd. iO�ytYri�a� NAME OF BUILDING: '.) -IV NATURE OF PROJECT: ,Ibb7t/'9:ljtL_- IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, J A VAM 5 ALM IzP., REGISTRATION NO. 2,9 *% if 3 BEING A REGISTERED PROFESSIONAL ENGINEERJARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ❑ ARCHITECTURAL ❑ STRUCTURAL X MECHANICAL ❑ FIRE PROTECTION ❑ ELECTRICAL ❑ OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR 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 DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of tfie construction documents. 2. Review and approval of the quality control procedures for all code -required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with- the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2.2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF ^. pp E PROJECT FOR 0 UPANCY. �w1 SIGNATURE B CRIBE ND OR TO EFORE ME THIS DAY OF 13._ NUI TARP PUBLIC MY COMMISSION EXPIRES- •°•�M '+' �• OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER '•L'� %: CONSTRUCTION CONTROL PROJECT NUMBER: 9822.00 PROJECT TITLE: Fr gpwnnd Phage TT PROJECT LOCATION: Osgood Street, North AndnvPr, MA NAME OF BUILDING: Edgewood NATURE OFPROJECT: Addition of swimming pool with accessoryarp e,, and 36 unit residential apartments. IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Blair Chamberlain REGISTRATION NO. 38454 BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ❑ ARCHITECTURAL ❑ STRUCTURAL ❑ MECHANICAL ❑ FIRE PROTECTION El ELECTRICAL ❑ OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. Comer my designated. representative I FURTHER CERTIFY THAT [ HALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of tie construction documents. 2. Review and approval of the quality control procedures for all code -required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with- the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT►„ # PROGRESS REPORTS TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORTAS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT F CUA SIGNATURE SU RIBED AND,SWORN TO BEFORE ME THIS—/ 01 DAY OF _ 19 NOTARY PUBLIC MY COMMISSION EXPIRES ! /C /OldO ,S •°TM OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER '•s'd CONSTRUCTION CONTROL tx� PROJECT NUMBER: 9822.00 PROJECT TITLE: Ednaw__nnd,Pha$p TT - PROJECT LOCATION:Q_-, good StrPPt, North Andnvar, MA NAME OF BUILDING: Edgewood NATURE OFPROJECT: Additinn of-,wimmi_nq Innl with irraccnry cparac and 36 unit residential apartments IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Spyros Contoyannis REGISTRATION NO. 39385 BEING A REGISTERED PROFESSIONAL ENGINEERIARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ❑ ARCHITECTURAL ❑ STRUCTURAL ❑ MECHANICAL ❑ FIRE PROTECTION ❑ ELECTRICAL D OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. . r my designated representative I FURTHER CERTIFY THAT Ir6HALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of & construction documents. 2. Review and approval of the quality control procedures for all code -required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with, the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT INWOW, *PROGRESS REPORTS TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER 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 CY. SIG RE ('c� SUS RIBED AND SW RN TO BEFORE ME THIS DAY OF 191 E NOTARY PUBLIC MY COMMISSION EXPIRES__5]��6/ CHARLES CHALOFF CONSULTING ENGINEERS, INC. / 374 CONGRESS STREET SUITE 500 BOSTON, MASSACHUSETTS 02210-1807 (617) 482-5433 FAX: (617) 482-5884 28 April 1999 Mr. Bob Nicetta, Building Inspector NORTH ANDOVER BUILDING DEPT. 27 Charles Street North Andover, MA 01845 Ref: EDGEWOOD-PHASE II North Andover, MA Dear Mr. Nicetta, We have undertaken an Independent Structural Engineering Review of the referenced project. We reviewed Drawings S1 thru S7, dated Feb. 24, 1999, Specifications for Structural work, dated Feb. 24, 1999, Architectural Drawings ACO.1 to AC9.1 and ARO.1 to AR12.2, dated Feb. 24, 1999. In accordance with Section 110.11 of the Massachusetts State Building Code, Sixth Edition, we have done the following: 1. Verified that the design loads are in conformance with the Massachusetts State Building Code. 2. Verified that other design criteria, and design assumptions, conform to the Code and are in accordance with accepted engineering practice. 3. Verified that the organization of the structure is conceptually correct. 4. Made independent calculations for a representative fraction of systems, members, and details to check their adequacy. In conclusion, the items noted were found to be consistent with Code requirements and accepted engineering practice. Therefore, I conclude that to the best of my knowledge and belief, the referenced project has been designed in conformance with the structrual provisions of the Massachusetts State Building Code -780 CMR, Sixth Edition. I therefore recommend that application for building permit be approved. Truly yours, Charles Chaloff 1 iL ' CH ALOFF CONSULTING ENGINEERS, INC. MY 3 ..E. Registration No. 26608 CCHARLES J. Li v CHALOFF ff`' ,o 0. 26608 Nf O CHARLES CHALOFF MICHAEL WATERMAN Town of North Andover f NORTH -1 OFFICE OF 3� O I " f o 0L COMMUNITY DEVELOPMENT AND SERVICES ° 30 School Street WILLIAM J. SCOTT North Andover, Massachusetts 01845 SSgCHUSEt "°4,,,0 ^'` k 9 Director Vincent Dube' Earl R. Flansburgh + Associates, Inc. 77 North Washington Street Boston, Massachusetts 02114 Fax: 617-720-7873 Dear Mr Dube; This letter shall confirm your plans for Edgewood Phase II dated February 24 the Town will not require an amendment to the Special Permit Site Plan Review. The changes are not substantial in nature do not warrant additional Planning Board Review. It is my understanding that the current flat roof building on page AC.4.1 will eventually have a second floor with a gabled roof. The gabled roof is a requirement of the site plan in accordance with your prior plans. However construction within your schedule is appropriate. Further please understand that all applicable requirements from the site plan review approval remain in force. Insure that all of your pre -construction siltation and other items are complete prior to construction. If you have any questions please contact me directly. Sincerely, f,. Willi m J. Scott r'?. -c: Robert icetta RECEIVED MAR 2. F 1999 BUILDING DEPT. BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 04/16/99 09:51 FAX 508 6889556 NORTH AND017ER a TOWN OF NORTH ANDOVER Town Manager's Office 120 Main Street North Andover, MA 01645 Fax Cover Sheet DATE: April 16, 1999 TIME: 9:49 AM TO: BOB NICETTA FAX: 688-9542 BUILDING INSPECTOR FROM: Karen Robertson PHONE: (508) 688-9510 Adm. Asst FAX: (508) 688-9556 Number of pages including cover sheet: 9 Re: Edgewood Life Care Enclosed is the information you requested, la 001 n 04116/99 09:51 FAX 508 6889556 NORTH ANDOVER TOWN OF NORTH ANDOVER, MASSACHUSETTS OFFICE OF TOWN MANAGER 120 MAIN STREET, 01645 James P. Gordon rows Monapr Clifford E. Ellias, Esq. 70 East Street Methuen, MA 01844 July 3, 1990 RE: Edgewood Life Care, Osgood Street, North Andover Dear Attorney Ellias: 16002 .11� TELEPHOr.=_ 682.6483 I received your letter of June 27th, with enclosed check payable to the Town of North Andover for $100,000. As previously agreed, the Water and Sewer Connection fees for the above development project is set at $1,500 per residential unit. In addition, the $100,000 advance payment will be refunded to Edgewood Life Care in the event they do not proceed with the planned development. I would like you to express my appreciation to your clients and I Zook forward to your ground breaking. Very truly yours, J ames P. Gordon own Manager JPG/cj p cc: Karen Nelson, Planning Director Robert Nicetta, Building Inspector 04/16/99 09.51 FAY 508 6889556 NORTH ANDOVER 11003 CLIFFORD E. ELIAS COUNSELLOR AT LAW June 27, 1990 Mr. James Gordon, Town Manager Town Hall 120 Main Street North Andover, Massachusetts 01645 16 EAST STREET METHUEN, MASSA TTS 01844 �soe) a Teiocopiar (508) 688-7684 r9y 0 Re: Edgewood Life Care, Osgood Street, North Andover Dear Mr. Gordon: I enclose a check of Life Care Services Corporation payable to the Town of North Andover in the amount of $100,0oo. This represents an advance payment to be credited against the total amount due the Town for water and sewer connector fees for the Continuing Care Retirement Center to be built on Osgood Street in North Andover. This check is being sent to you on the following two conditions. 1. The schedule for water and sewer connector fees calls for a payment of $2,000 per residential unit. You and I had agreed that the Edgewood facility's fees would total $1,500 per residental unit, instead of the usual $2,000. This understanding was conditioned on Edgewood's transmitting to you the enclosed $100,000 advance payment prior to June 3o, 1990. The enclosed payment is being made conditioned on the Town of North Andover charging only $1,500 per residential unit for the water and sewer connector fees. 2. The payment is also being sent to you conditioned on Edgewood's purchase of the site on Osgood Street in North An=dover and completion of the project as contemplated. If either of the above conditions is not satisfied, then Edgewood expects a return of its enclosed $100,000 payment. We shall notify the Town upon the failure of either one of these conditions. I should appreciate receiving from you a letter acknowledg- ing the receipt of the enclosed payment and of the two conditions set out in this letter. Your letter should also indicate your agreement on behalf of the Tovm to the terms of this letter. 04i16/99 09:51 FAX 508 6889556 NORTH ANDOVER Z004 CLIFFORD E. ELIAS Mr. James Gordon Page 2 June 27, 1990 Thank you for your cooperation. Sincerely, Clifford Elias CEE vmk Enclosure cc Mr. Samuel S. Rogers Mr. Paul C. Luthringer Marsha K. Elias, Esq. �ml 04/16/99 09:51 FAX 508 6889556 NORTH ANDOVER 0 005 — Mlm fiCONTROL NO � .Q 1 — NORWEST BANK 72212 1 0 1 + 1 ®�® 739 CHECK N0, 10171 LIFE CARE SERVICES CORP. 800 SECOND AVENUE CHECK DATE 06/1S/qp DES MOINES, IOWA 50309 AMOUNT PAY $:1007000**IIOLL6RS** AND *00**CENTS**' $1001000.00 TO THE ORDER OF TOWN OF NORTH ANDOVER uFE CARE 13ERVICES cOAP- TYPE. 2 VND4 -- 092385 11.0101711'' 1:0?39021221: 12SMS 311s PLEASE DETACH 01017 1 BEFORE DEPOSITING LIFE CARE SERVICES CORP. •DES MOINES, IOWA 59 DATE INVOICE Na GROSS AMOUNT DISCIRET I NET AMOUNT DESCRtPTION 90/06/12 6--12-90 100,000.00 .001100,000.00 ACCTS PAYABLE TOTALS I00, 000.00 too 100, 000.00 04/16/99 09:51 FAX 508 6889556 NORTH ANDOVER TOWN OF NORTH ANDOVER. MASSACHUSETTS OFFICE OF TOWN MANAGER 120 MAIN STREET. 01845 N ORYM 9 s � ♦ a SS4CNUSE November 21, 1989 Clifford Elias, Esq. 70 East Street Methuen, Massachusetts 01844 Re: Edgewood Life care, Osgood Street, North Andover Dear Atty. Elias: RM TELEPHONE 6132.64183 In response to your letter of November 14, 1989, I would like you to know that i fully appreciate the efforts you and the developers have taken in order to help solve some of the financial problems the Town is faced with for FY 90. As a result of our previous discussions concerning water and sewer connection fees, I have set those water and sewer tie-in fees for this development at $1,500 per unit. I believe that fee structure is reasonable because of the significant investment the developers are willing to make in North Andover relating to the extension of our sewer system and because the developers are willing to pre -pay some of the fees by June 30, 1990, as outlined in your letter of November 14, 1989. I will notify the appropriate departments concerning this water and sewer connector fee adjustment. Very truly yours, aures P. Gordon, Town Manager JPGjkar Cc: Karen H.P. Nelson, Director of Planning Robert Nicetta, Building Inspector Paul S. Niman, Director of Public Works 04/16/99 09:51 FAX 508 6889556 NORTH ANDOVER Q007 CLIFFORD E. EL AS COUNSELLOR AT UAW 70 EAST STREET METHUCN, MASSACHUSETTS 01844 (508) 687.0 f 51 Toleccoer (508) 688.7689 November 14, 1989 5 �4►l5r� Mr. James Gordon, Town Manager Town Hall 120 Main Street North Andover, Massachusetts 01945 Re: Edgewood Life Care, Osgood Street, North Andover Dear Mr. Gordon: We have had numerous discussions on the Continuing Care Retirement Center which Edgewood proposes to build and operate on Osgood Street. In addition, we have had discussions on the water and sewer connector fees which Edgewood will pay to the Town of North Andover. We have agreed that the Water and sewer connector fees will be $1,500 per residential unit and that if the total authorized residential units (250) are built, the grand total of the fees Will amount to $375,000. You have told me of the need to generate revenues for the Town during the current fiscal year which ends June 30, 1990, and have asked whether Edgewood would be willing to accelerate the payment of some of the fees. I have spoken to Edgewood's repre- sentative and he has expressed, as he has in the past, the willingness to cooperate with and assist the Town in any reasonable way. Accordingly, he has agreed that upon the real estate closing for the parcel of land on which the facility will be built, expected sometime in June, 1990, Edgewood will pay the Town $100,000 no later than June 30, 1990, I would appreciate it if you would send me a letter acknow- ledging and confirming this agreement. Sincerely yours, Clifford E. E Cas CEE Vzk 04!16/99 09:51 FAX 508 6889556 NORTH ANDOVER a 008 CLIFFORD E. ELIAS COUNSELLOR AT LAW 70 EAST STREET METHUEN, MASSACHUSETTS 018AA 15081657-0151 Telempicr 15081688-7689 August 24, Mr. James Gordon, Town Manager Town Hall 120 Main Street North Andover, Massachusetts 01845 Re: Edgewood Life Care Dear Mr. Gordon: A representative of Edgewood Life Care, which I represent, has brought to my attention the new town fee schedule for water and sewer connections, approved by the Selectmen on August 7, 1989, to be effective September 1, 1989. A copy of the fee schedule is enclosed. As you can see, there will be a fee of $11000 for a water connection per residential unit and $1,000 per unit for sewer connection. If approved by the Planning Board, Edgewood contemplates 250 residential units. This would mean fees of $500,000. It is instructive to note that commercial and industrial connections, which may result in more substantial uses, call for fees substantially less than the residential schedule. I should like to bring to your attention the stated willing- ness of Edgewood to install and pay for extensions of sewer and ::atcr Imes to accaru-lvdnte its facility at no expense to the Town. I would appreciate the opportunity to meet with you to discuss this matter. very truly yours, ifford E. Elias CEE vmk 04/16/99 09:51 FAX 508 6889556 NORTH ANDOVER WATER SLAWICL CONHBCT.ION CURCT All nev vgter conneetioiu will be subject to a water, connection Charge prior to the issuance of a building permit, in accordance with the following rate schedule: Residential Connection: $1,0001unit Commercial and Industrial. Connections 1" $1,000 1'Z.. $2,230 $11,000 Over 7" $10,000 All new sever connecrions will be subject. to a sewer Connection charge. prior to On issuance of a building per,ni.t, in accordance with the following rate schedule, Residential Connections $1,0001unit Commercial Connections $2,000 Industrial Connactions $5,000 Approved by vote of the Board of. Selectmen 0t their matting on August 7, 1989 to be effective September 1, 1989 a 009 EARL R. FLANSBURGH -i- ASSOCIATES, INC. Transmittal Date June 4, 1999 Project No. 9822.00 Project EDGEWOOD PHASE II Sent to Mr. Bob Nicetta Company Building Department - Building Inspector Address 27 Charles Street City, State, Zip North Andover,, MA 01845 Transmittal of We are sending you These are transmitted as indicated ❑ Drawings ® Enclosed ❑ Accepted ❑ For Your Approval ❑ Specifications ❑ Under separate cover ❑ Accepted as Noted ❑ For Construction ❑ Artwork ® Via Optima ❑ Revise and Resubmit ® For Your Use ❑ ❑ 2pd-may ❑ Not Accepted ❑ For Your Records STD. Copies Date Duwg.lSpec. No. Description 1 Mechanical, Plumbing and Electrical Construction Control forms completed. Distribution Remarks Prepared by Vincent E.J. Dube, A.I.A. 77 NORTH WASHINGTON STREET BOSTON, MASSACHUSETTS 02I14 TEL 617-367-397o FAx 617-720-7873 EARL R. FLANSBURGH + ASSOCIATES, INC. RECEIVED ARCHITECT'S JUN 0 8 1999 FIELD REPORT BUILDING DEPT. PROJECT: Edgewood Phase II FIELD REPORT NO: 5 ARCHITECT'S JOB NO: 9822.00 DATE: 6/2/99 TIME: 1:00pm WEATHER: cloudy,overcast TEMP.RANGE:75-80F PRESENT AT SITE: concrete forming crew site contractor OBSERVATIONS: 1.)The foundation has been poured from the existing east side foundation of Node 2/1 all the way around the east side of Building 1000, to 75% of the west side of Building 1000. The form work for the latest pour is being removed. The GC expects to form the remaining portion in the next day and pour on Friday. 2.) The east side of Building 1000 foundation had rigid insulation installed and backfilling was in progress. 3.) At the pool addition area, trenching for the new drainage pipe around the pool addition was ongoing. Some areas had been filled and compacted. 4.) The GC expects underground plumbing work at Building 1000 to start early next week. 5.) The location for the new elevator has been marked in the Building 3000 garage. 6.) GC cut access into new boiler room. No slab exists currently. ATTACHMENTS: REPORT BY: Vincent E. J. Dube, A.I.A. DISTRIBUTION: David Durden (LCS) Chuck Tobin (C.E.Floyd) Hobert Nicetta N. Andover Bldg. Inspct. Walter Ben ham(C.E.Floyd) File ARCHITECTURE / MASTER PLANNING / SPACE PLANNING / INTERIOR DESIGN 77 NORTH WASHINGTON STREET BOSTON, MASSACHUSETTS 02114 TEL 617-367-3970 FAX 617-720-7873 OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER RECEIVED CONSTRUCTION CONTROL JUN 0 8 1999 Ri III PROJECT NUMBER: 91922. M DING DEPT. PROJECT TITLE: Edgewood Phase II PROJECT LOCATION: Osgood Street, North Andover, MA NAME OF BUILDING: Edgewood NATURE OF PROJECT: Addition of swimming pool with accessory spaces and 36 residential apartments. IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Spyros Contoyannis REGISTRATION NO. 39385 BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING:. Ei�tTiR1= tC� ELECTRICAL FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE. ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. or my designated representat11' I FURTHER CERTIFY THAT IISHALL PERFORM THE NECESSARY P *ESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR ANO' PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other sub which are submitted by the contractor in accordance with the requirements of the const documents. 2. Review and approval of the quality control procedures for all code -required controlled 3. Be present at intervals appropriate to the stage of construction to become, generally fa with the progress and quality of the work and to determine, in general, if the work is bE performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER 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 GCY. IG URE 19 SUB RIBED AND SW 3. TO BEFORE�METHIS DAY OF DONNA M. RUSSELL. Nn A Y UB .IC MY COMMISSION EXPIRES Notary Public My Commission Expires May 20, 2005 OFFICE OF BUILDING INSPECTOR ` TOWN OF NORTH ANDOVER RECEIVED '•` CONSTRUCTION CONTROL JUN 0 g 1999 i G PROJECT NUMBER: 9822,00 BUILDING DEPT. PROJECT TITLE: Edgewood Phase II PROJECT LOCATION: Osgood Street, North Andover, MA NAME OF BUILDING: Edgewood NATURE OF PROJECT: Addition of swimming pool with accessory spaces and 36 residential apartments. - IN AC�oQRDAtyCEFV�/aherARTICLE 116 OF THE MASSACREGISTRATION NOSETTS STATE .. 36LD 161 CODE, I 1 BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING:. -C MECHANICAL 14 FIRE ..O -- FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS ANBD ORDINANCES FOR THE nated pPROPOSED 1USE AND OCCUPANCY. I FURTHER CERTIFY THAT 11SHAor LL PERFORM THE NECESSARY PR�FESSiONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND' PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals o,� ROBERT \ which are submitted by the contractor in accordance with the requirements of the construction J. FLAHERTY lli documents. NO. 36161 2. Review and approval of the quality control procedures for all code -required controlled materials. °9o��sscrsneEa�� WlAL fN 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with* the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2.2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT ASTO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR O$1TURE Y• SU S RIBED AND SWORN TO ORE ME THIS DAY OF 19 — DONNA M. RUSSELL NOTARY PUBLIC MY COMMISSIOM XP., ��ry Public y , ommission holres Maya 20, 2005 •°•' OFFICE OF BUILDING INSPECTOR ,. TOWN OF NORTH ANDOVER �.'.' CONSTRUCTION CONTROL RECEIVED 11 2K��t JUN 0 g 1999 PROJECT NUMBER: 9822.00 Ed ewood Phase TT BUILDING DEPT. PROJECT TITLE: g PROJECT LOCATION: Osgood Street, North Andover, MA NAME OF BUILDING: Edgewood NATURE OFPROJECT: Addition of swimming pool with accessory spaces and 36 residential apartments. IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Blair B Chamberlain, P E REGISTRATION NO. 32454 BEING A REGISTERED PROFESSIONAL ENGINEERIARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: FIRE PROTECTION FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. or my 1 FURTHER CERTIFY THAT I SHALL ERFORM THE NECESARY�ROSSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND' PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of ttte quality control procedures for all code -required controlled materials4` 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with- the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPOR S QTHE� SATISFACTORY COMPLETION AND READINESS OF THE PROJECT F R CY. A FI. RUSSE SIGNATURE S S RFD Al TO BEFOR ME THIS DAY OF NOTARY PUBLIC MY COMMISSION EXPIRES BLAIR B. CHNA@ERLAIN FIRE PROTECTION NO. 3&454 EARL R. FLANSBURGH + ASSOCIATES, INC. 12 April 1999 is Anniversary Mr. Bob Nicetta Building Inspector Town of North Andover 27 Charles Street Earl R. Flansburgh, FAIA North Andover, MA 01845 David S. Soleau, AIA Kate M. Brannelly, SMPS RE: Edgewood Phase II ERF+A Project No. 9822.00 Alan S. Ross, AIA Duncan P. McClelland, AIA Dear Bob: We are enclosing revised Construction Control Certificates for Structural, David A. Croteau, AIA Mechanical, Plumbing, Fire Protection and Electrical in support of the previously Samuel Bird, AIA filed application for building permit for Edgewood Phase II. The engineering peer review for this project is still in progress. We are awaiting the Sidney R. Bowen, III independent structural engineer's report and will have it forwarded to you when we Jorge M. Cruz, AIA receive it. Valerie M. Curtis, IIDA If you have any questions regarding the submitted materials, please don't hesitate to Vincent E.J. Dube, AIA call. Rose M. Fiore Sincerely, James A. Highum, AIA Michael A. Jimerson, AIA EARL R. FLANSBURGH + ASSOCIATES, INC. Jeanne A. Kuespert, AIA C Peter W. Lambert Suzanne M. Rivitz, AIA Vincent . J. Dube, AIA James B. Williams, Jr., AIA Project Architect cc: Duncan P. McClelland Dave Durden 9822bicoverlet f APR ARCHITECTURE / DIASTER PLANNING / SPACE PLANNING / INTERIOR DESIGN 77 NORTH WASHINGTON STREET BOSTON, MASSACHUSETTS 02I14 TEL 617-367-397o FAx 617-720-7873 E-MAIL info@erfa.com INTERNET www.erfa.com °•M OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER N CONSTRUCTION CONTROL PROJECT NUMBER: 9822.00 PROJECTTITLE: Edgewood Phase II PROJECT LOCATION: Osgood Street North Andover, MA NAME OF BUILDING: Edgewood N,ATURE OF PROJECT: Addition of -,wimminq linn1 with arressoc cpar„e,�,aa,nd 36 residential apartments. IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Robert J. Flaherty III REGISTRATION NO. 36161 BEING A REGISTERED PROFESSIONAL ENGINEERJARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ❑ ARCHITECTURAL ❑ STRUCTURAL ❑ MECHANICAL 12 FIRE PROTECTION ❑ ELECTRICAL ❑ OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE. ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. �`or my designated representative 1 FURTHER CERTIFY THAT ICLL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of tfie construction documents. 2. Review and approvat of the quality control procedures for all code -required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with, the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT , Z PROGRESS REPORTS TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OC A y IG URE S CRIBED AND S RN TO BEFORE ME THIS—) DAY OF 19 S S-1,2 0 NOTARY PUBLIC MY COMMISSION EXPIRE/r�� Town of North Andover OFFICE OF COMMUNITY DEVELOPMENT AND SERVICES 27 Charles Street North Andover, Massachusetts 01845 WILLIAM J. SCOTT Director (978)688-9531 June 8, 1999 Memorandum Fax(978)688-9542 To: Robert Halpin, Town Manager From: Robert Nicetta, Building Commissionef Q� Re: Edgewood Phase II - Payment for Water/Sewer Connection Fee Enclosed please find a copy of correspondence and a check for $55,250.00 from LCS Development for the water and sewer connection fee at Edgewood Phase II. The check was deposited at the Tax Office on this date. If you have any questions please call me at 688-9545. File: Phase 11 Edgewood waterisewer fee BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 �40 SCC <�Ty 0�C-TT /°qc.�L 61)0 t�2 EARL R. FLANSBURGH + ASSOCIATES, INC. 18 May 1999 is Anniversary Mr. Bob Nicetta Building Inspector Town of North Andover 27 Charles Street Earl R. Flansburgh, FAIA North Andover, MA 01845 David S. Soleau, AIA RE: Edgewood Phase II Kate M. Brannelly, SMPS ERF+A Project No. 9822.00 Alan S. Ross, AIA Duncan P. McClelland, AIA Dear Bob: Sidney R. Bowen, III The current sixth edition of the Massachusetts State Building Code seem to require buildings to be equipped with an automatic sprinkler system per NFPA 13 in order to Samuel Bird, AIA get an area and a height increase from Table 503. This table limits heights and areas based on construction type. Phase I was built under the old fifth edition. The fifth David A. Croteau, AIA edition did not stipulate NFPA 13 for the height and area increases, it only required Jorge M. Cruz, AIA an approved automatic sprinkler system. So, phase I could be three stories and 10,000 square feet in a Type 5B construction. Valerie M. Curtis The current code seems to allow this increase only if NFPA 13 systems are used. Vincent E.J. Dubh, AIA (Sections 504.2 Automatic sprinkler systems and 506.3 Automatic sprinkler systems refer to section 906.2.1 NFiPA 13 systems.) NFPA 13 section 4 - 4. 5 Rose M. Fiore Residential Sprinklers allows residential dwelling units and corridors to be built James A. Highum, AIA using 13D or 13R. Therefore, even though the Massachusetts state building code chooses to reference NFiPA 13 only and not NFiPA 13R as it had done previous to Michael A. Jimerson, AIA 11/27/98, by following NFPA 13 section 4 - 4.5, NFPA 13R is allowable for Peter W. Lambert residential dwellings. Suzanne M. Rivitz, AIA Does it therefore follow that an NFPA 13R system can be used to get the area and James B. Williams, Jr., AIA height increases for a residential building? Where does the code intend to use NFPA 13R for Residential Occupancies up to and including four stories in height? Type 5A and Types 2 and 3 buildings with residences? Does NFPA 13 section 4 - 4 . 5, only include residential units, while the rest of NFPA 13 applies to the building, if it contains more than just residences and this is why this section shows up in 13? We would like to know what the interpretation is for the current code regarding whether NFPA 13R can be used, based on NFPA 13 section 4 - 4 . 5, for the area and height increases in 780 CMR 504.2 and 780 CMR 506.3. Sincerely, t EA R. FLANSBURGH + ASSOCIATES, INC. ;J d3a O N 10 11)1, 666L 6 Vincent t. J. Dube AIA Project Manager UMI `I3 ARCHITECTURE / MASTER PLANNING / SPACE PLANNING / INTERIOR DESIGN 77 NORTH WASHINGTON STREET BOSTON, MASSACHUSETTS 02114 TEL 617-367-397o FAX 617-720-7873 E-MAIL info@erfa.com INTERNET www.erfa.com EARL R. FLANSBURGH + ASSOCIATES, INC. cc: Dave Durden Chuck Tobin 9822spklerlet US; &900P3 Peon Angl f�o►0 K� C�RovP a-2 F Lg&. 1000 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE Table 503 HEIGHT AND AREA LE IITATIONS OF BIJEWINGS Height limitations of buildings (shown in upper figure as stories and feet above grade plane)", and area limitations of one- or two-story buildings facing on one street or public space not less than 30 feet wide (shown in lower figure as area in square feet per floor" ). See Note a. Table notes appear immediately following table. N D - W.,► D.. ;ff-.r. *t t _ XT . T c -e._, Co Ns- vonoo TYPE - SP -7. Pool, A'90 i to N r. (0, 74 5 S (� I t l act s F 4 Easy -]rq0 4 S -in'W (Sr FL gel flex WAU,1. A LLOWe g14 HEtf�M. M00IFICAVCW5 p m Pvprttory Is Go,19,S otes applicable to Table 503: (3(,106 1000 1S Note a. See the following sections for general exceptions to Table 503: 780 CMR 504.2 Allowable height increase due to automatic sprinkler system installation. Max ' --� 10, 515-(ej AT PtIzFw4t To EW Af4O 114 780 CMR - Sixth Edition 2/7/97+ (Efi'ective 2/28/97) 5154q SP �IR&W*4, Ft ZGwAr�, 1&, 105" Ttn'q+. Type of Construction USE GROUPS Noncombustible Noncombustible/ Combustible Combustible Type 1 Type 2 T 3 TvDe 4 TVDC 5 Protected Protected Unpro- Pro- Unpro- Heavy Pro- Unpro Note b tected tected tected timber tected twcd Note a lA 1B 2A 213 - 2C I 3A 3B 4 SA r 5B A-1 Assembly, theaters N.L. N.L. 5 St. 65' 3 St 40' 2 St 30'1 3 St 40' 2 St 30' 3 St 40' 1 St 20' 0' 19,950 13,125 .8,4001 11,550 8,400 12,600 8,925 4,200 A-2 Assembly, night clubs and N.L. N.L. 3 St 40' 2 St 30' 1 St 20' 2 St 30' 1 St 20' 2 St 30' l St 20' l St 20' similar uses 7,200 5,700 3,750 2,400 3,300 2,400 3,600 2,550 1,200 Assembly; lactate halls, ura I T- ntterminals. restaurants is N.L N.L 5 St 65' 3 St 40' 2 St 30' 3 St 40' 2 St 30' 3 St 40' 1 St 20' 1 St 20' other than night - ht clubs 19,950 13,125 8,400 11,550 8,400 12,600 8,925 4200 A4 Assembly, churches N.L N.L 5 St 65' 3 St 40' 2 St 30' 3 St 40' 2 St 30' 3 St 40' 1 St 20' 1 -§L-20' Note c 34,200 22,500 14,4001 19,800 14,4001 21,600 15,300 7,200 B Business N.L. NL 7 St 85' 5 St 65' 3 St. 40' 4 St 50' 3 St. 40' 5 St 65' 3 St 40' 2 St 30' 34,200 22,500 14,400 19,800 14,400 21,600 15,300 7,200 E Educational Note c N.L. N.L. 5 St 65' 3 St 40' 2 St 30' 3 St 40' 2 St 30' 3 St. 40' 1 St 20' 1 St 20' 34,200 22,500 14, 19,800 14,400 21,600 15,300 7,200 Noted Noted F-1 Factory and industrial N L N L 6 St 75' 4 St 50' 2 St 30' 3 St 40' 2 St 30' 4 St 50' 2 St 30' 1 St 20' M� 22,800 15,000 9,600 13,2001 9,600 14,400 10,200 4,800 F-2 Factory and Industrial N.L N.L 7 St 85' 5 St 65' 3 St 40' 4 St 50' 3 St 40' 5 St. 65' 3 St 40' 2 St 30' low Note h 34,200 22,500 14,400 19,800 14,400 21,600 15,300 7.200 H-1 High hazard, I St,20'1 1 St 20' 1 St 20' 1 St 20' 1 St 20' 1 St 20' 1 St 20' 1 St 20' 1 St 20' detonuton hazards Notes a i, k, l 16.9001 14,400 11,400 7,500 4,8001 6,600 4,800 7,200 5,100 N.P. H-2 High Hazard 5 St 65' 3 St 40' 3 St 40' 2 St 30' 1 St 20-1 2 SL 30' 1 St 20' 2 St 30' 1 St 20' deflagration hazards Note 6 j,1 16,800 14,400 11,400 7,500 4,8001 6,600 4,800 7,200 5,100 N.P. H-3 High Hazard 7 St 85' 7 St 85' 6 St 75' 4 SL 50' 2 St 30' 3 St. 40' 2 St 30' 4 St 50' 2 SL 30' 1 SL20' physical hazards Note e.1 33,600 28,800 22,8WJ 15,000 9,600 13,200 9,600 14,400 10,200 4,800 H -t High Hazard 7 St 85' 7 St 85' 7 St 85' 5 St 65' 3 St 40' 4 St 50' 3 SL 40' 5 St 65' 3 St 40' 2 St 30' health hazards Note ed N.L. NL 34,200 22,500 14,400 19,800 14,400 21,600 15,.00 7,200 I-1 Institutional, residential care N.L. N.L St 100' 4 St 50' 3 St 40' 4 St. 50' 3 St 40' 4 St50' 3 St 40' 2 St 35' 19,950 13,125 8,200 11,550 8,400 12,600 8,925 4,200 1-2 Institutional' incapacitated N.L. N.L. 4 St 50' 2 St 30' 1 St. 20' 1 St 20' 1 St 20' 1 St 20' Note m 17,100 11,250 7,200 9,900 N'P' 10,800 7,650 N.P. 1.3 Institutional, rained N.L NL 4 St 50' 2 St 30' 1 St 20' 2 St 30' I St. 20' 2 St 30' I St 20' 14,250 9,375 6,000 8,250 6,000 9,000 6,375 N.P. M Mercantile N.L N.L 6 St 75' 4 St 50' 2 St 30' 3 St. 40' 2 St 30' 4 SL 50' 2 St 30' 1 St. 20' 22,800 15,000 9,600 13,200 9,600 14,400 10,200 4,800 R-1 Residential, hotels N.L. N.L. St 100' 4 SL 50' 3 St 40' 4 St 50' 3 St 40' 4 SL 50' 3 St 40' 2 St 35' 22,800 15,000 9,600 13,200 9,600 14,400 10,200 4,800 St 1001 4 St 50' 3 St 40' 4 SL 50' R- Residential, multi -family N.L. N.L. 15,000 13,200 3 St. 40' 4 SL 50' 3 St 40' 2 St 35' 22,800 N,00 9,600 Note 9.600 14,400 10,200 4,800 RJ Residential, N L N.L. St 50' 4 St 50 3 St 40: 4 St. 50' 3 St 40' 4 St SO' 3 SL 40' 2 St 35' multiple single family22,800 15,000 9,600 13,200 9,600 14,400 10,200 4,800 S-1 Storage, moderate N L. N.L 5 St 65' 4 St. SO' 2 St 30' 3 St 40' 2 St. 30' 4 St 50 2 St 30' 1 St 20' 19,950 13,125 8,400 11,550 8,400 12,600 8,925 4,200 S-2 Storage. low Note g N.L. N.L. 7 St. 85' 5 St. 65' 3 St. 40' 4 St. 50' 3 St. 40' 5 St. 65' 3 St 40' 2 St. 30' 34,200 22,500 14,400 19,800 14,400 21,600 15,300 7,200 U Utility.miscellaneous N.L. N.L. N Co Ns- vonoo TYPE - SP -7. Pool, A'90 i to N r. (0, 74 5 S (� I t l act s F 4 Easy -]rq0 4 S -in'W (Sr FL gel flex WAU,1. A LLOWe g14 HEtf�M. M00IFICAVCW5 p m Pvprttory Is Go,19,S otes applicable to Table 503: (3(,106 1000 1S Note a. See the following sections for general exceptions to Table 503: 780 CMR 504.2 Allowable height increase due to automatic sprinkler system installation. Max ' --� 10, 515-(ej AT PtIzFw4t To EW Af4O 114 780 CMR - Sixth Edition 2/7/97+ (Efi'ective 2/28/97) 5154q SP �IR&W*4, Ft ZGwAr�, 1&, 105" Ttn'q+. 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS GENERAL BUILDING LIMITATIONS 780 CMR 506.2 Allowable area increase due to street frontage. 780 CMR 506.3 Allowable area increase due to automatic fire suppression system installation. 780 CMR 506.4 Allowable area reduction for multi -story buildings. 780 CMR 507.0 Unlimited area one-story buildings. Note b. Buildings of Type I construction permitted to be of unlimited tabular heights and areas are not subject to special requirements that allow increased heights and areas for other types of construction (see 780 CMR 503.1.4). Note c. For height exceptions for auditoriums in occupancies in Use Groups A-4 and E, see 780 CMR 504.3. Note d. For height exceptions for day care centers in buildings of Type 5 construction, see 780 CMR 504.4. Note e. For exceptions to height and area limitations of buildings for Use Group H, see 780 CMR 4 governing the specific use groups. Note f. For exceptions to height of buildings for Use Group R-2 of Types 2B and 3A construction, see 780 CMR 504.6 and 504.7. Note g. For height and area exceptions for open parking structures, see 780 CMR 406.0. Note h. For exceptions to height and area limitations for special industrial occupancies, see 780 CMR 503.1.1. Note i. Occupancies in Use Groups H-1 and H-2 shall not be permitted below grade. Note j. Rooms and areas of Use group H-2 containing pyrophoric materials shall not be permitted in buildings of Type 3, 4, or 5 construction. Note it. Occupancies in Use Group H-1 are required to be detached one-story buildings (see 780 CMR 707.1.1). Note L For exceptions to height for buildings with occupancies in Use Group H, see 780 CMR 504.5 Note m. Hospitals, other than college or school infirmaries, shall be constructed of Type I -B or higher construction. Note n. 1 foot = 304.8 mm; 1 square foot = 0.093 m2 503.1.4 Type 1 construction: Buildings of Type I construction which are permitted to be of unlimited tabular heights and areas by Table 503, are not subject to the special requirements that allow increased heights and areas for other types of construction. 503.2 Area limitations: The area limitations specified in Table 503 shall apply to the maximum horizontally projected area of all buildings fronting on a street or a public space not less than 30 feet (9144 mm) in width with access from a public street. 503.3 Height limitations: The height in feet and the number of stories above grade specified in Table 503 shall apply to all buildings and to all separate parts of a building that are enclosed within fire walls complying with the provisions of 780 CMR 7. A basement shall be considered as a story above grade where the finished surface of the floor above the basement is more than six feet (1829 mm) above grade plane; or more than six feet (1829 mm) above the finished ground level for more than 5070 of the total building perimeter; or more than 12 feet (3658 mm) above the finished ground level at any point. 780 CMR 504.0 HEIGHT MODIFICATIONS 504.1 General: The provisions of 780 CMR 504.0 shall modify the height limitations of Table 503 as herein specified. C UIZRFIr 40v e 10 G1FFPX--r. 504.2 Automatic sprinkler systems: Where a building is equipped throughout with an automatic sprinkler system in accordance with 780 CMR 906.2.1, the buil mg height limitation specified in Table 503 shall be increased one story and 20 feet (6096 mm). This increase shall not apply to buildings of Types 2C, 3A, 4 and 5A construction with an occupancy in Use Group I-2, or to buildings with an occupancy in Use Group H-1, H-2 or H-3. 504.3 Auditoriums: The maximum height of auditoriums in Use Groups A4 and E shall be 65 feet (19812 mm) in buildings of Type 2B, 3A, 4 or 5A construction and 45 feet (13716 mm) in buildings of Type 2C, 3B or 5B construction. 504.4 Day care centers: The height limitations of Table 503 for day care centers classified as Use Group E, in buildings of Type 5 construction, shall be increased one story and 20 feet (6096 mm) provided that the total occupant load is less than 50 persons. 5045 High -hazard use groups: Buildings and structures with an occupancy in Use Group H that requires unusual heights necessary to accommodate special manufacturing processes and equipment shall be exempt from the tabular height limitations, in feet, of Table 503. �98 780 CMR - Sixth Edition 115 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE 780 CMR 505.0 MEZZANINES 505.1 General: A mezzanine or mezzanines in compliance with 780 CMR 505.0 shall be considered a portion of the floor below. Such mezzanines shall not contribute to the building area as regulated by 780 CMR 503.2. Such mezzanines shall not contribute to the number of stories as regulated by 780 CMR 503.3. The area of the mezzanine shall be included in determining the fire area. 505.2 Area limitation: The aggregate area of a mezzanine or mezzanines within a room shall not exceed '/a of the area of that room. The enclosed portions of rooms shall not be included in a determination of the size of the room in which the mezzanine is located. In determining the allowable mezzanine area, the area of the mezzanine shall not be included in the area of the room. Exception: The aggregate area of mezzanines in buildings and structures of Type 1 or 2 construction for special industrial occupancies in accordance with 780 CMR 503.1.1 shall not exceed % of the area of that room. 505.3 Egress: Each occupant of a mezzanine shall have access to at least two independent means of egress where such spaces require two means of egress in accordance with 780 CMR 1017.2. Where a stairway provides a means of exit access from a mezzanine, the maximum travel distance required by 780 CMR 1017.2 shall be measured to the bottom of the stairway. 505.4 Openness: A mezzanine shall be open and unobstructed to the room in which such mezzanine is located except for walls not more than 42 inches (1067 mm) high, columns and posts. Exceptions 1.. Mezzanines or portions thereof are not required to be open to the room in which the mezzanines are located, provided that the occupant load of the aggregate area of the enclosed space does not exceed ten. 2. A mezzanine having two or more means of egress is not required to be open to the room in which the mezzanine is located, if at least one of the means of egress provides direct access to an exit from the mezzanine level. 780 CMR 506.0 AREA MODIFICATIONS 506.1 General: The provisions of 780 CMR 506.0 shall modify the area limitations of Table 503 as herein specified. 506.2 Street frontage increase: Where a building or structure has more than 25% of the building perimeter fronting on a street or other unoccupied space, the area limitations specified in Table 503 shall be increased 2% for each 1% of such excess frontage. The unoccupied space shall be on the same lot or dedicated for public use, shall not be less than 30 feet (9144 mm) in width and shall have access from a street by a posted fire lane not less than 18 feet (5486 mm) in width. "506.3 Automatic sprinkler system: Where a building, other than those with an occupancy in Use. Group H-1, H-2 or H-3, is equipped throughout with an automatic sprinkler system installed in accordance with 780 CMR .2.1, the area limitation sped Med in Table 503 shall be increased 200% for one -and two-story buildings and 100% for buildings more than two stories in height. 506.4 Multistory buildings: The area limitations for buildings two stories in height shall be the same as the area limitations provided in Table 503 for one- story buildings. In buildings over two stories in height, the area limitations of Table 503 for one- story buildings shall be reduced as specified in Table 506.4. 6VKRET 4oM W EFFOT 116 780 CMR - Sixth Edition 11/27/98 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS Table 904.9 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS(') 780 CMR Section Subject 302.1.1 Specific occupancy areas 402.10; 402.15.2 Covered mall buildings 403.2 High-rise buildings 404 2 Atriums 408 3 1 Pubbc garagts .408 4 Fua-dispensing areas 4 Bulk MerclandizingtWarehouse ancien 780 CMR Section Subject 411.7 Sound stages 412.6 Stages and enclosed platforms 413.4 Special amusement buildings 416.4 HPM facilities 2806.4 Drying rooms 2807.6 Waste and linen chutes and termination and incinerator rooms 2808.4 Refuse vaults Note (1) See also M.G.L. c. 148, §§ 26A, 26G, 26H, and 26I. 780 CMR 905.0 SUPPRESSION SYSTEM AGENT COMPAT ME TTY 905.1 Agent compatibility: The extinguishing agent for each suppression system shall be compatible with the type of hazard and fire. Each fixed fire suppression system shall be of an approved type and shall be designed and installed in accordance with the requirements of 780 CMR. 905.1.1 Special hazards: In rooms or buildings containing combustibles (such as aluminum powder, calcium carbide, calcium phosphide, metallic sodium and potassium, quick -lime, magnesium powder or sodium peroxide) that are incompatible with water as an extinguishing agent, other extinguishing agents shall be utilized. 780 CMR 906.0 FIRE SPRINIQ M SYSTEM 906.1 General: Automatic sprinkler systems shall be approved and shall be designed and installed in accordance with the provisions of 780 CMR. 906.2 Equipped throughout: Where the provisions of 780 CMR require that a building or portion thereof be equipped throughout with an automatic sprinkler system, the system shall be designedand. installed in accordance with 780 CMR 906.2.1, 906.2.2 or 906.2.3. FIRE PROTECTION SYSTEMS Exception: Where water as an extinguishing agent is not compatible with the fire hazard (see 780 CMR 905.1) or is prohibited by a law, statute or ordinance, the affected area shall be equipped with an approved automatic fire suppression system utilizing a suppression agent that is compatible with the fire hazard. / 906.2.1 NFiPA 13 systems: The system shall be designed and installed in accordance with NFiPA 13 listed in Appendix A. 906.2.2 NFiPA 13R systems: In buildings four stories or less in height, systems designed and installed in accordance with NFiPA 13R listed in Appendix A shall be permitted in Use Group I-1 buildings with not more than 16 occupants and in ✓ Use Group R buildings. 906.2.3 NFiPA 13D systems: In Use Gropp R-3 buildings with at least two-hour fireresistance rated fire separation assemblies between dwelling units, or in Use Group I-1 buildings with not more than eight occupants, systems designed and installed in accordance with NfiPA 13D listed in Appendix A shall be permitted. 906.3 Design: Design documentation shall be in accordance with 780 CMR 903. 906.4 Actuation: Water sprinkler systems shall be automatically actuated unless otherwise specifically provided for in 780 CMR. 906.5 Sprinkler alarms: Approved audible or visual alarm devices shall be connected to every -water sprinkler system. Such alarm devices shall be activated by water flow and shall be located in an approved location on the exterior of the building and throughout the building in accordance with the requirements of NFPA-72 fisted in Appendix A. 906.6 Water -control valve identification: All valves controlling water to fire protection systems shall be provided with permanently attached identification tags indicating the valves' function and what is controlled. 906.7 Sprinkler riser: A sprinkler system riser which also serves as the wet standpipe riser in buildings required to have or having both systems, shall conform to 780 CMR 914.6. 906.8 Signs: Where sprinkler control valves are located in a separate room or building, a sign shall be provided on the entrance door. The lettering shall be at least four inches (102 mm) in height and shall otherwise conform to 780 CMR 901.6 and shall read "Sprinkler Control Valves." 906.9 Acceptance tests: All sprinkler systems shall be tested in accordance with the applicable NFPA 2/7/97 (Effective 2/28/97) 780 CMR - Sixth Edition 153 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE NCMA National Concrete Masonry Association 2302 Horse Pen Road, P.O. Box 781 Herndon. VA 22070 Standard refemnce Title Referenced in number 780 CMR Section number NCMA Design and Construction of Plain and Reinforced Concrete Masonry TR68-A-75 Basement and Foundation Walls ............................................ 3604.4.1 NFPA National Fire Protection Association Batterymarch Park Quincy. Massachusetts 02269 Standard reference Title Referenced in number 780 CMR Section number 10-94 Portable Fire Extinguishers..................................................... 920.2 11-94 Low Expansion Foam And Combined Agent Systems .......................... 911.1, 91 l.5 11A-94 Medium and High Expansion Foam Systems ..................................911.1, 911.5 12-93 Carbon Dioxide Extinguishing Systems ..................................... 909.1, 909.5 12A-92 Halon 1301 Fire Extinguishing Systems ......................................912.1, 912.5 1213-90 Halon 1211 Fire Extinguishing Systems ..................................... 912-1,912.5 13-96 Installation of Sprinkler Systems ..................................... 412.7, 416.4, 706.2, 906.2.1, 906.9.1, 907.2.1, 917.7.3 13D-% Installation of Sprinkler Systems in One- and Two- Family Dwellings and Mobile Hames ............... 906.2.3 ✓ 13 R-94 Installation of Sprinkler Systems in Residential Occupancies Up to Four Stories in Height .................................................... 906.2.2, 923.1 14-95 Standpipe and Hose Systems ...................................... 914.1, 914.5, 914.12.1 15-96 Water Spray Fixed Systems for Fire Protection .......................... 908.1, 908.4 I695 Deluge Foam- Water Sprinkler and Spray Systems ............................ 911.1, 911.5 17-94 Dry Chemical Extinguishing System ........................................ 910.1, 910.5 17A-94 Wet Chemical Extinguishing Systems ...................................... 913.1, 913.5 20-96 Installation of Centrifugal Fire Pumps ............................................ 924.1 22-96 Standard for Water Tanks for Private Fire Protection ..................................... 24-95 Installation of Private Fire Service Mains .......................... 417.6.3, 906.9.1, 914.6.1 25-95 Inspection, Testing, and Maintenance of Water -Based Fire Protection Systems.................................................................. 901.4 30-96 Flammable and Combustible Liquids Code .......................... 307.8, 416.14, 418.3.2, 419.2.3 30A-96 Automotive and Marine Service Station Code ............................... 408.6, 417.6.6 32-96 Dry Cleaning Plants......................................................... 418.3.4 33-95 Spray Application Using Flammable and Combustible Materials ................. 307.8, 419.1 34-95 Dipping and Coating Processes Using Flammable or Combustible Liquids........... 307.8, 419.1 40-94 Cellulose Nitrate Motion Picture Film ............................................ 411.1 50-96 Bulk Oxygen Systems at Consumer Sites ......................................... 2810.1 51-92 Oxygen -Fuel Gas Systems for Welding, Cutting and Allied Processes .................. 2810.1 61-95 Prevention of Fire and Dust Explosions in Agricultural Food Products Facilities............................................................... 418.3.1 65-93 Processing and Finishing of Aluninun......................................... 418.3.1 69-92 Explosion Prevention Systems ............................................... 417.5.1.2 70-96 National Electrical Code ............................................. 416.11, 416.14.6, 416.15.2, 602.4.4, 1405.4.3, 3102.6.3. 3102.13.1, 3107.6 72-96 National Fire Alarm Code ......................................... 403.6, 417.5.3, 917.1, 917.6, 917.7, 917.8.1, 917.9, 917.10, 918.1. 918.8, 919.1, 919.6, 921.4, 923.1 80-95 Fire Doors and Windows ................................................. 716.2, 716.5. 1017.4.4 80A-96 Protection of Buildings from Exterior Fire Exposures ..................................... 82-94 Incinerators, Waste and Linen Handling Systems and Equipment ...................... 2807.1 90A-96 Installation of Air Conditioning and Ventilation Systeme.................................. 90B-96 Installation of Warm Air Heating and Air Conditioning Systems .............. ..:............ 664 780 CMR - Sixth Edition 2/7/97 (Effective 2/28/97) 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS GENERAL BUILDING LMTATIONS 780 CMR 506.2 Allowable area increase due to street frontage. 780 CMR 506.3 Allowable area increase due to automatic fire suppression system installation. 780 CMR 506.4 Allowable area reduction for multi -story buildings. 780 CMR 507.0 Unlimited area one-story buildings. Note b. Buildings of Type 1 construction permitted to be of unlimited tabular heights and areas are not subject to special requirements that allow increased heights and areas for other types of construction (see780 CMR 503.1.4). Note c. For height exceptions for auditoriums in occupancies in Use Groups A-4 and E, see 780 CMR 504.3. Note d. For height exceptions for day care centers in buildings of Type 5 construction, see 780 CMR 504.4. Note e. For exceptions to height and area limitations of buildings for Use Group H. see 780 CMR 4 governing the specific use groups. Note f. For exceptions to height of buildings for Use Group R-2 of Types 2B and 3A construction, see 780 CMR 504.6 and 504.7. Note g. For height and area exceptions for open parking structures, see 780 CMR 406.0. Note h. For exceptions to height and area limitations for special industrial occupancies, see 780 CMR 503.1.1. Note i. Occupancies in Use Groups H-1 and H-2 shall not be permitted below grade. Note j. Rooms and areas of Use group H-2 containing pyrophoric materials shall not be permitted in buildings of Type 3, 4, or 5 construction. Note k. Occupancies in Use Group H-1 are required to be detached one-story buildings (see 780 CMR 707.1.1). Note L For exceptions to height for buildings with occupancies in Use Group H, see 780 CMR 504.5 Note m. Hospitals, other than college or school infirmaries, shall be constructed of Type I -B or higher construction. Note n. 1 foot = 304.8 mm; 1 square foot = 0.093 m2 503.1.4 Type 1 construction: Buildings of Type 1 construction which are permitted to be of unlimited tabular heights and areas by Table 503, are not subject to the special requirements that allow increased heights and areas for other types of construction. 503.2 Area limitations: The area limitations specified in Table 503 shall apply to the maximum horizontally projected area of all buildings fronting on a street or a public space not less than 30 feet (9144 mm) in width with access from a public street. 5033 Height limitations: The height in feet and the number of stories above grade specified in Table 503 shall apply to all buildings and to all separate parts of a building that are enclosed within fire walls complying with the provisions of 780 CMR 7. A basement shall be considered as a story above grade where the finished surface of the floor above the basement is more than six feet (1829 nun) above grade plane; or more than six feet (1829 mm) above the finished ground level for more than 50% of the total building perimeter, or more than 12 feet (3658 mm) above the finished ground level at any point. 780 CMR 504.0 HEIGHT MODIFICATIONS 504.1 General: The provisions of 780 CMR 504.0 shall modify the height limitations of Table 503 as herein specified. 504.2 Automatic sprinkler systems: Where a building is equipped throughout with an automatic sprinkler system in accordance with 780 CMR 906.2.1, the building height limitation specified in Table 503 shall be increased one story and 20 feet (6096 nun). This increase shall not apply to buildings of Types 2C, 3A. 4 and 5A construction with an occupancy in Use Group 1-2, or to buildings with an occupancy in Use Group H-1, H-2 or H-3. The building height limitations for buildings witfi anS e�G V► occupancy in Use Group R specified in Table 503 Mew shall be increased one story and 20 feet (6096 mm) was but not to exceed a height of four stories and 60 feet Hyl lohs- " (18288 mm) where the building is equipped throughout with an automatic sprinkler system Ufvlav,. installed in accordance with 780 CMR 906.2.2 and 11/0 the system is supervised in accordance with 780 CMR 923. 1, method 1, 2 or 3. 504.3 Auditoriums: The maximum height of auditoriums in Use Groups A-4 and E shall be 65 feet (19812 mm) in buildings of Type 2B, 3A, 4 or 5A construction and 45 feet (13716 mm) in buildings of Type 2C, 3B or 5B construction. 504.4 Day care centers: The height limitations of Table 503 for day care centers classified as Use Group E. in buildings of Type 5 construction, shall be increased one story and 20 feet (6096 mm) provided that the total occupant load is less than 50 persons. 504.5 High -hazard use groups: Buildings and structures with an occupancy in Use Group H that requires unusual heights necessary to accommodate special manufacturing processes and equipment shall be exempt from the tabular height limitations, in feet, of Table 503. 504.6 Type 3A construction: The height limitation for buildings of Type 3A construction with occupancies in Use Group R-2 shall be increased to 9/19/97 (Effective 2/28/97) - corrected 780 CMR - Sixth Edition 115 Rw'L I 190ILT 000 -TNrS e00F, GENERAL BUILDING LIMITATIONS ILI 502.3 Automatic fire suppression system: When a building of other than Use Group H is equipped throughout with an approved automatic fire suppression system, the area limitation specified in Table 501 shall be increased by 200 percent for one- and two-story buildings and 100 percent for buildings more than two stories in height. An approved limited -area sprinkler system is not considered as an approved automatic fire suppression system for the purposes of this section. 502.4 School buildings: When every classroom of a one-story school building of Use Group E has at least one door opening directly to the exterior of the building, the area limitations specified in Table 501 shall be increased 200 percent. Not less than one-half of the required exits from any assembly room included in such buildings shall also open directly to the exterior of the building. SECTION 503.0 HEIGHT MODIFICATIONS 503.1 Automatic fire suppression systems: When a building is equipped throughout with an approved automatic fire suppression system, the building height limitation specified in Table 501 shall be increased one story and 20 feet. This increase shall not apply to buildings of Use Group I-2 of Types 2C, 3A, 4 and 5A construction nor to buildings of Use Group H. An approved limited -area sprinkler system is not considered an approved automatic fire suppression system for the purposes of this section. 503.2 Auditoriums: The maximum height of auditoriums in Use Groups A-4 and E shall be 65 feet when of Type 2B, 3A, 4 or 5A construction and 45 feet when of Type 2C, 3B or 5B construction. SECTION 504.0 UNLIMITED AREAS 504.1 One-story buildings: In other than Type 5 construction, the area of all buildings of Use Groups A-3, B, F, I-2, M and S not including high hazard uses, which do not exceed one story or 85 feet in height shall not be limited provided the exit facilities comply with the provisions of Article 8, an automatic fire suppression system is provided throughout in accordance with the provisions of Section 1002.0 and the building is isolated as specified in Section 504.2. Exceptions: 1. Buildings and structures of special industrial uses according to Section 501.1.1 shall be exempt from the above height limits and fire separation distance requirements, and the automatic fire suppression system shall not be provided when such installations would be detrimental or dangerous to the specific use and occupancy as , approved by the building official. When located with a fire separation distance of less than 30 feet, the 780 CMR - Fifth Edition 5-5 INs-rALI.ATION REQUIREMENTS 13-29 d, Table 4-3.1.3.2(b) Ratings of Sprinklers in Specified Locations Note: A check ofjob condition by means of thermometers may be necessary zone \ B = 0.5774 x A C=1.1547xA -7ft0in Unit heater I � � I I 30° cI Airflow Q o I 5 ft 9s/,e in. 1 NI ci Io I� I Intermediate temperature r– – – – i zone I+. 8 ft 7 A in. c 10 \ I � � I 11 ft ii/'sin I SI units: 1 in. = 25.4 mm;1 ft = 0.31 M. 1 Figure 4-3.1.3.2 High temperature and intermediate temperature zones at unit heaters. 4-4* Application of Sprinkler Types. Sprinklers shall be selected for use as indicated in this section. Sprinklers shall be positioned and spaced as described in Section 4-5. 4-4.1 Upright and Pendent Spray Sprinklers. Upright and pendent spray sprinklers shall be permitted in all occu- pancy hazard classifications and building construction types. Exception: Quick -response sprinklers are not permitted for use in extra hazard occupancies under the area -density design method. (See 5-2.3.2.3, Exception No. 1.) 1-4.2 Sidewall Spray Sprinklers. Sidewall sprinklers shall De installed only in light hazard occupancies with smooth, Etat ceilings. Exception: Sidewall sprinklers shall be permitted to be used in Ordinary Hazard Occupancies with smooth, flat ceilings where spe- ,ifually listed for such use. 4-4.3 Extended Coverage Sprinklers. Extended coverage sprinklers shall be limited to a type of unobstructed con- struction consisting of flat, smooth ceilings with a slope not exceeding 2 in. per ft. (158 mm/m) Exception No. 1: Where sprinklers are specifically listed for unob- structed or noncombustible obstructed construction, they shall be per- mitted for such use. Exception No. 2: Extended coverage upright and pendent spray sprinklers shall be permitted within trusses or bar joists having web members not greater than 1 -in. (25.4 -mm) maximum dimension. Exception No. 3: Where specifically listed for use under smooth, flat ceilings that have slopes not exceeding 4 in. per ft (316 mm/m). 4-4.4 Open Sprinklers. Open sprinklers shall be permit- ted to be used in deluge systems to protect special hazards or exposures, or in other special locations. Open sprinklers shall be installed in accordance with all applicable require- ments of this standard for their automatic counterpart. l 4=4.5. Residential Sprinklers. I � WHOV►� 'S gel ' Otpp�1,� 4-4.5.1' Residential sprinklers shall be.psz-'Ptedtlndwellinge units and Pheiratijoining co mdot provided they arein allekl in conformance wit --i their listing nd the positioning require- ments of NFPA 13D, Standard for the Installation of Sprinkler Sys- tems in One- and Two -Family Dwellings and Manufactured Homes, orNFPA 13R;,Stdndard for..the:Imta Wion of-Spnnlder Systems M Residential Occupdncie"s up to and lnduding Four Stones yin Height# " .". r; 4-4.5.2 Residential sprinklers shall be used only in wet systems. Exception: Residential sprinklers shall be permitted for use in dry systems if specifically listed for such service. 4-4.5.3 Where residential sprinklers are installed in a com- partment as defined in 1-4.2, all sprinklers within the com- partment shall be of the fast -response type that meets the criteria of 1-4.5.1(a)1. 1996 Edition Ordinary Intermediate High Location Degree Rating Degree Rating Degree Rating Skylights — Glass or plastic — Attics Ventilated Unventilated — Peaked roof: Metal or thin Ventilated Unventilated — boards, concealed or not con- cealed, insulated or uninsulated Flat roof: Metal, not concealed; Ventilated or Note: For uninsulated roof, cli- — insulated or uninsulated unventilated mate and occupancy may necessi- tate intermediate sprinklers. Check on job. Flat roof: Metal, concealed, Ventilated Unventilated — insulated or uninsulated Show windows Ventilated Unventilated — Note: A check ofjob condition by means of thermometers may be necessary zone \ B = 0.5774 x A C=1.1547xA -7ft0in Unit heater I � � I I 30° cI Airflow Q o I 5 ft 9s/,e in. 1 NI ci Io I� I Intermediate temperature r– – – – i zone I+. 8 ft 7 A in. c 10 \ I � � I 11 ft ii/'sin I SI units: 1 in. = 25.4 mm;1 ft = 0.31 M. 1 Figure 4-3.1.3.2 High temperature and intermediate temperature zones at unit heaters. 4-4* Application of Sprinkler Types. Sprinklers shall be selected for use as indicated in this section. Sprinklers shall be positioned and spaced as described in Section 4-5. 4-4.1 Upright and Pendent Spray Sprinklers. Upright and pendent spray sprinklers shall be permitted in all occu- pancy hazard classifications and building construction types. Exception: Quick -response sprinklers are not permitted for use in extra hazard occupancies under the area -density design method. (See 5-2.3.2.3, Exception No. 1.) 1-4.2 Sidewall Spray Sprinklers. Sidewall sprinklers shall De installed only in light hazard occupancies with smooth, Etat ceilings. Exception: Sidewall sprinklers shall be permitted to be used in Ordinary Hazard Occupancies with smooth, flat ceilings where spe- ,ifually listed for such use. 4-4.3 Extended Coverage Sprinklers. Extended coverage sprinklers shall be limited to a type of unobstructed con- struction consisting of flat, smooth ceilings with a slope not exceeding 2 in. per ft. (158 mm/m) Exception No. 1: Where sprinklers are specifically listed for unob- structed or noncombustible obstructed construction, they shall be per- mitted for such use. Exception No. 2: Extended coverage upright and pendent spray sprinklers shall be permitted within trusses or bar joists having web members not greater than 1 -in. (25.4 -mm) maximum dimension. Exception No. 3: Where specifically listed for use under smooth, flat ceilings that have slopes not exceeding 4 in. per ft (316 mm/m). 4-4.4 Open Sprinklers. Open sprinklers shall be permit- ted to be used in deluge systems to protect special hazards or exposures, or in other special locations. Open sprinklers shall be installed in accordance with all applicable require- ments of this standard for their automatic counterpart. l 4=4.5. Residential Sprinklers. I � WHOV►� 'S gel ' Otpp�1,� 4-4.5.1' Residential sprinklers shall be.psz-'Ptedtlndwellinge units and Pheiratijoining co mdot provided they arein allekl in conformance wit --i their listing nd the positioning require- ments of NFPA 13D, Standard for the Installation of Sprinkler Sys- tems in One- and Two -Family Dwellings and Manufactured Homes, orNFPA 13R;,Stdndard for..the:Imta Wion of-Spnnlder Systems M Residential Occupdncie"s up to and lnduding Four Stones yin Height# " .". r; 4-4.5.2 Residential sprinklers shall be used only in wet systems. Exception: Residential sprinklers shall be permitted for use in dry systems if specifically listed for such service. 4-4.5.3 Where residential sprinklers are installed in a com- partment as defined in 1-4.2, all sprinklers within the com- partment shall be of the fast -response type that meets the criteria of 1-4.5.1(a)1. 1996 Edition I%_QA INStALI.A"CION OF SPRINKLER SYSTEMS insofar as they are applicable. The authority having jurisdic- tion should be consulted in each case. A-4-1.2 The components need not be open or exposed. Doors, removable panels, or valve pits can satisfy this need. Such equipment should not be obstructed by such perma- nent features as walls, ducts, columns, or direct burial. A-4-3.1.1 The evaluation for usage should be based upon a review of available technical data. A-4-3.1.2 This requirement is to minimize the obstruction of the discharge pattern. A-4-4 The selection of a sprinkler type will vary by occu- pancy. Where more than one type of sprinkler is used within a compartment, sprinklers with similar response characteris- tics should be used (i.e., standard or quick response). How- ever, some hazards might benefit from designs that include the use of both standard and quick -response sprinklers. Examples include rack storage protected by standard - response ceiling sprinklers and quick -response in -rack sprinklers. Another case might include opening protection using closely spaced quick -response sprinklers with standard -response sprinklers in the adjoining areas. Other designs can be compromised when sprinklers of differing sensitivity are mixed. An example is a system utilizing ESFR sprinklers adjacent to a system using high temperature standard -response sprinklers as might be found in a ware- house. In this case a fire occurring near the boundary might open ESFR sprinklers, which would not be contemplated in the standard -response system design. A-4-4.5.1 The response and water distribution pattern of listed residential sprinklers have been shown by extensive fire testing to provide better control than spray sprinklers in residential occupancies., These sprinklers are intended to prevent flashover in the room of fire origin, thus improving the'chance for occupants [o escape°or be evacuated The protection area for residential sprinklers is defined in the listing of the sprinkler as a maximum square or rectan- gular area. Listing information is presented in even 2 -ft (.65-m) increments from 12 ft to 20 ft (3.9 m to 6.5 m). When a sprinkler is selected for an application, its area of coverage must be equal to or greater than both the length and width of the hazard area. For example, if the hazard to be pro- tected is a room 13 ft 6 in. (4.4 m) wide and 17 ft 6 in. (5.6 m) long, a sprinkler that is listed to protect a rectangular area of 14 ft x 18 ft (4.5 in x 5.8 m) or a square area of 18 ft x 18 ft (5.8 m x 5.8 m) must be selected. The flow used in the cal- culations is then selected as the flow required by the listing for the selected coverage. A-4-4.7.2 This requirement is to avoid scale accumulation. A-4-4.9.1 Tests of standard sprinklers by approved lab- oratories have traditionally encompassed a fire test using a 350-1b (160 -kg) wood crib and water distribution tests in which water is collected in pans from several arrange- ments of sprinklers to evaluate distribution under nonfire conditions. Tests of special sprinklers are customized to evaluate responsiveness, distribution, and other unique characteris- tics of the sprinkler to control or extinguish. These include variables such as: (a) The location of the fire relative to the sprinklers, i.e., below 1 sprinkler or between 2, 4, or 6 sprinklers, 1996 Edition (b) Fire conditions that encompass a variety of fire growth rates representative of anticipated conditions of use, (c) Tests of room areas where sprinklers are expected to function in multiple arrays, (d) Adverse conditions of use, i.e., pipe shadows or other obstructions to discharge, (e) Effect of a fire plume on water distribution and dis- charge under a variety of heat release rates. A-4-5.5.2 Where of a depth that will obstruct the spray dis- charge pattern, girders, beams, or trusses forming narrow pockets of combustible construction along walls may require additional sprinklers. A-4-5.5.3 Frequently, additional sprinkler equipment can be avoided by reducing the width of decks or galleries and providing proper clearances. Slatting of decks or walkways or the use of open grating as a substitute for automatic sprin- klers thereunder is not acceptable. The use of cloth or paper dust tops for rooms forms obstruction to water distribution. If dust tops are used, the area below should be sprinklered. A-4-6.3.2 See Figure A-4-6.3.2. 7.5ft(2.3m) 1125�`3pt�imax LH Occupancy / 15 ft x 15 ft spacing 7.5 ft (2.3 m) Figure A-4-6.3.2 Maximum distance from walls. A-4-6.3.2.1 Exception. An example of sprinklers in small rooms for hydraulically designed and pipe schedule systems is shown in Figure A-4-6.3.2 Exception (a), and examples for hydraulically designed systems only are shown in Figures A-4-6.3.2 Exception (b), (c), and (d). A-4-6.4.1.2 Exception No. 4. For concrete joists spaced less than 3 ft (.91 m) on center, the rules for obstructed con- struction shown in 4-6.4.1.2 apply. (See Figure A-4-6.4.1.2 Exception No. 4.) A-4-6.4.1.3 Saw-toothed roofs have regularly spaced mon- itors of saw tooth shape, with the nearly vertical side glazed and usually arranged for venting. Sprinkler placement is limited to a maximum of 3 ft (0.91 m) down the slope from the peak because of the effect of venting on sprinkler sensi- tivity. A-4-6.4.2 On sprinkler lines larger than 2 in. (51 mm), consideration should be given to the distribution interfer- ence caused by the pipe, which can be minimized by install- ing sprinklers on riser nipples or installing sprinklers in the pendent position. A-4-6.5.3 See A-4-5.5.3. A-4-6.5.4 The distances given in Table 4-6.5.4 were deter- mined through tests in which privacy curtains with either a solid fabric or close mesh [I/4 in. (6.4 mm)] top panel were 13-48 INSFALIATION OF SPRINKLER SYSTEMS Exception No. 5: Sprinklers shall not be required to meet Table 4-11.5.1.2 where the sprinkler deflectors are least 2 ft (610 mm) horizontally from the nearest edge of any obstructions up to 2 fl (610 mm) wide that are located below two or more adjacent sprin- klers, including diagonally. 4-11.5.3.3 Sprinklers installed under open gratings shall be of the intermediate level/rack storage type or otherwise shielded from the discharge of overhead sprinklers. Ceiling 24 in. (610 mm) or more I /0000 Pipe, conduit, or fixture 7 V Figure 4-11.5.3.3 Obstruction entirely below the sprinkler (ESFR sprinkler). 4-11.6 Clearance to Storage (Early Suppression Fast - Response Sprinklers). The clearance between the deflector and the top of storage shall be 36 in. (914 mm) or greater. 4-12 In -Rack Sprinklers. 4-12.1 System Size. The area protected by a single system of sprinklers in racks shall not exceed 40,000 ft' (3716 m2) of floor area occupied by the racks, including aisles, regardless of the number of levels of in -rack sprinklers. 4-12.2 Control Valves. Where sprinklers are installed in racks, separate indicating control valves and drains shall be provided for ceiling sprinklers and sprinklers in racks. Exception No. 1: In -rack installations of 20 or fewer sprinklers. Exception No. 2: The separate indicating valve shall be permitted to be arranged as sectional control valves where the racks occupy only a portion of the area protected by ceiling sprinklers. 4-12.3 Type of Sprinklers. In -rack sprinklers shall be ordi- nary temperature 1/2- or 17/32 -in. (12.7- or 13.5 -mm) sprinklers. 4-12.4 Location of In -Rack Sprinklers. 4-12.4.1 A minimum 6 -in. (152 -mm) vertical clear space shall be maintained between the sprinkler deflector and the top tier of storage. 4-12.4.2 The maximum spacing between sprinklers shall be 10 ft (3.05 m). 4-12.4.3 Sprinklers shall be located in transverse flue spaces. 4-12.4.4 In -rack sprinklers shall be located at the first tier level at or above one-half of the storage height. 4-12.4.5 Where sprinklers are installed in racks, different distances of deflectors above the bottom of horizontal rack supports shall be permitted when water distribution tests complete with storage commodity above the sprinklers dem- onstrate essentially equivalent distribution to that obtained with distances as specified in Table 4-6.5.1.2. 1996 Edition LtuCAP01 4-13 Special Situations. FEQoigm SrR/FA-LVZ >tirb,05 ^ 'FOR "►YPE is - f -30i g EQ u 1 R LO 4'Ve 4-13.1 Concealed Spaces. -TYPE t3 R . 4-13.1.1' All concealed spaces enclosed wholly orpart 'Y] y by exposed combustible construction shall be protected by sprinklers. Exception No. 1: Concealed spaces formed by studs or joists with less than 6 in. (152 mm) between the inside or near edges of the studs or joists. (See Figure 4-6.4.1.4.) Exception No. 2: Concealed spaces formed by bar joists with less than. 6 in. (152 mm) between the roof or floor deck and ceiling. Exception No. 3: Concealed spaces formed by ceilings attached directly to or within 6 in. (152 mm) of wood joist construction. Exception No. 4: Concealed spaces. formed by ceilings attached directly to the underside of composite wood joist construction, provided the joist channels are firestopped into volumes each not exceeding 160 ft3 (4.53 m3) using materials equivalent to the web construction. Exception No. 5: Concealed spaces entirely f lled with noncombus- tible insulation. Exception No. 6: Concealed spaces within wood joist construction and composite wood joist construction having noncombustible insu- lation filling the space from the ceiling up to the bottom edge of the joist of the roof or floor deck, provided that in composite wood joist construction the joist channels are firestopped into volumes each not exceeding 160 ft3 (4.53 m3). The joists shall be firestopped to the full depth of the joist with material equivalent to the web construction. Exception No. 7:Concealed spaces over isolated small rooms not exceeding 55 ft' (4.6 m2) in area. Exception No. 8: Where rigid materials are used and the exposed surfaces have aflame spread rating of 25 or less and the materials have been demonstrated not to propagate fire in the form in which they are installed in the space. Exception No. 9: Concealed spaces in which the exposed materials are constructed entirely of fire -retardant treated wood as defined by NFPA 703, Standard for Fire Retardant Impregnated Wood and Fire Retardant Coatings for Building Materials. Exception No. 10: Noncombustible concealed spaces having exposed combustible insulation where the heat content of the facing and substrate of the insulation material does not exceed 1000 Btu perft' (11 356 kJ/m). 4-13.1.2 Sprinklers in concealed spaces having no access for storage or other use shall be installed in accordance with the requirements for Light Hazard Occupancy. 4-13.1.3 Where heat -producing devices such as furnaces or process equipment are located in the joist channels above a ceiling attached directly to the underside of composite wood joist construction that would not otherwise require sprinkler protection of the spaces, the joist channel contain- ing the heat -producing devices shall be sprinklered by installing sprinklers in each joist channel, on each side, adja- cent to the heat -producing device. 4-13.2 Vertical Shafts. 4-13.2.1 One sprinkler shall be installed at the top of shafts. Exception No. 1: Noncombustible or limited -combustible, nonac- cessible vertical duct shafts. Exception No. 2: Noncombustible or limited -combustible, nonac- cessible vertical electrical or mechanical shafts. INSI'ALIA] ION REQUIREMENTS 4-13.2.2* Where vertical shafts have combustible surfaces, one sprinkler shall be installed at each alternate floor level. Where a shaft having combustible surfaces is trapped, an additional sprinkler shall be installed at the top of each trapped section. 4-13.2.3 Where accessible vertical shafts have noncombus- tible surfaces, one sprinkler shall be installed near the bottom. 4-13.2.4 Where vertical openings are not protected by fire - rated enclosures, sprinklers shall be placed so as to fully pro- tect the openings. 4-13.3 Stairways. 4-13.3.1 Sprinklers shall be installed beneath all stairways of combustible construction. 4-13.3.2 In noncombustible stair shafts with noncombusti- ble stairs, sprinklers shall be installed at the top of the shaft and under the first landing above the bottom of the shaft. Exception: Sprinklers shall be installed beneath landings or stair- ways where the area beneath is used for storage. I4-13.3.3* Sprinklers shall be installed in the stair shaft at each floor landing where two or more doors open from that landing into separate fire divisions. 4-13.3.4* Where moving stairways, staircases, or similar floor openings are unenclosed, the floor openings involved f shall be protected by closely spaced sprinklers in combina- tion with draft stops. The draft stops shall be located immediately adjacent to the opening, shall be at least 18 in. (457 mm) deep, and shall be of noncombustible or limited -combustible material that will stay in place before and during sprinkler operation. Sprinklers shall be spaced not more than 6 ft (1.8 m) apart and placed 6 to 12 in. (152 to 305 mm) from the draft stop on the side away from the opening. Where sprinklers are closer than 6 ft (1.8 m), cross baffles shall be provided in accordance with 4-6.3.4. Exception: Closely spaced sprinklers and draft stops are not required around large openings such as those found in shopping malls, atrium buildings, and similar structures where all adjoining levels and spaces are protected by automatic sprinklers in accordance with this standard and where the openings have all horizontal dimensions between opposite edges of 20 ft (6 m) or greater and an area of 1000 ft2 (93 m2) or greater. 4-13.4* Building Service Chutes. Building service chutes (linen, rubbish, etc.) shall be protected internally by automatic sprinklers. A sprinkler shall be provided above the top service opening of the chute, above the lowest service opening, and above service openings at alternate levels in buildings over two stories in height. The room or area into which the chute dis- charges shall also be protected by automatic sprinklers. 4-13.5 Elevator Hoistways and Machine Rootnt. 4-13.5.1* 4YSidewall.spray sprinklers:shail'be installed at the bottom of each -elevator;hoistway;-,not more`thatf 2 `ft (0.61 rtn) ,above,the -floorof -the pit. Exception: For enclosed, noncombustible elevator shafts that ;do not contain eombustible.hydraulic f luids, the sprinklers at the bottom of the shaft are not required. - 4-13.5.2* Automatic sprinklers in elevator machine rooms or at the tops of hoistways shall be of ordinary or intermedi- ate_temperature rating. 13-49 4-13.5.3* Upright or pendent spray sprinklers shall be installed at the top of elevator hoistways. Exception: Sprinklers are not required at the tops of noncombusti- ble hoistways of passenger elevators whose car enclosure materials meet the requirements of ASME A17.1, Safety Code for Elevators and Escalators. 4-13.6 Spaces under Ground Floors, Exterior Docks, and Platforms. Sprinklers shall be installed in spaces under all combustible ground floors, exterior docks, and platforms. Exception: Sprinklers shall be permitted to be omitted where all of the following conditions prevail: (a) The space is not accessible for storage purposes and is pro- tected against accumulation of wind-borne debris; (b) The space contains no equipment such as conveyors or fuel - fired heating units; (c) The floor over the space is of tight construction; (d) No combustible or flammable liquids or materials that under fire conditions would convert into combustible or flammable liquids are processed, handled, or stored on the floor above the space. 4-13.7* Exterior Roofs or Canopies. 4-13.7.1 Sprinklers shall be installed under roofs or cano- pies over areas where combustibles are stored or handled. Exception: Sprinklers are permitted to be omitted where construction is noncombustible or limited combustible and areas under the roofs or canopies are not used for storage or handling of combustibles. 4-13.7.2 Sprinklers shall be installed under exterior com- bustible roofs or canopies exceeding 4 ft (1.2 m) in width. 4-13.8 Dwelling Units. GA-mE, AS R, R. . 4-13.8.1 Sprinklers are not required in bathrooms that are located within dwelling units, that do not exceed 55 ft2 (5.1 ms) in area, and that have walls and ceilings of noncombustible or limited -combustible materials with a 15 -min thermal barrier rat- ing including the walls and ceilings behind fixtures. Exception: Sprinklers are required in bathrooms of nursing homes and in bathrooms opening directly onto public corridors or exitways. 4-13.8.2* Sprinklers are not required in clothes closets, linen closets, and pantries within dwelling units in hotels and -Motels where the area of the space does not exceed{ 24 ft2 (2.2 m2), the least dimension does not exceed 3 ft (0.9 m), and the walls and ceilings are surfaced with non- combustible or limited -combustible materials. 4-13.9 Library Stack Rooms. Sprinklers shall be installed in every aisle and at every tier of stacks with distance between sprinklers along aisles not to exceed 12 ft (3.6 m). [See Figure 4-13.9(a).a. Exception No. 1: Where vertical shelf dividers are incomplete and allow water distribution to adjacent aisles, sprinklers are permitted to be omitted in alternate aisles on each tier. Where ventilation open- ings are also provided in tier floors, sprinklers shall be staggered vertically. [See Figure 4-13.9(b).] Exception No. 2: Sprinklers are permitted to be installed without regard to aisles where there is 18 in. (457 mm) or more clearance between sprinkler deflectors and tops of racks. 1996 Edition 13-100 INSTALLATION OF SPRINKLER SYSTEMS as a maximum square or rectangular area. Listing informa- tion is presented in even 2 -ft (0.65-m) increments up to 28 ft (9 m) for extended coverage sidewall spray sprinklers. When a sprinkler is selected for an application, its area of coverage must be equal to or greater than both the length and width of the hazard area. For example, if the hazard to be pro- tected is a room 14 ft 6 in. (4.7 in) wide and 20 ft 8 in. (6.7 m) long, a sprinkler that is listed to protect an area of 16 ft x 22 ft (5.2 in x 7.1 m) must be selected. The flow used in the calcu- lations is then selected as the flow required by the listing for the selected coverage. 16 ft (5.0m) 14ft6in. E I (4.5 m) E Cq ' 0 N l N N i FigureA-4-9.2.1 Determination of protection area of coverage for EC side- wall sprinklers. A-4-9.5.3 See A-4-5.5.3. A-4-10.2 Tests involving areas of coverage over 100 ft' (9.3 m2) for large -drop sprinklers are limited in number, and use of areas of coverage over 100 ft2 (9.3 m2) should be carefully considered. A-4-10.3.1 It is important that sprinklers in the immediate vicinity of the fire center not skip, and this requirement imposes certain restrictions on the spacing. A-4-10.4.1 If all other factors are held constant, the oper- ating time of the first sprinkler will vary exponentially with the distance between the ceiling and deflector. At distances greater than 7 in. (178 mm), for other than open wood joist construction, the delayed operating time will permit the fire to gain headway, with the result that substantially more sprinklers operate. At distances less than 7 in. (178 mm), other effects occur. Changes in distribution, penetration, and cooling nullify the advantage gained by faster opera- tion. The net result again is increased fire damage accompa- nied by an increase in the number of sprinklers operated. The optimum clearance between deflectors and ceiling is, therefore, 7 in. (178 mm). For open wood joist construction, the optimum clearance between deflectors and the bottom of joists is 31/2 in. (89 mm). A-4-10.5 To a great extent, large -drop sprinklers rely on direct attack to gain rapid control of both the burning fuel and ceiling temperatures. Therefore, interference with the discharge pattern and obstructions to the distribution should be avoided. A-4-10.5.3 See A-4-5.5.3. A-4-11.5.3 See A-4-5.5.3. 1996 Edition A-4-13.1.1 Exceptions Nos. 1, 2, and 3 do not require sprinkler protection because it is not physically practical to install sprinklers in these spaces. To reduce the possibility of uncontrolled fire spread, consideration should be given in these unsprinklered concealed space situations to using Exceptions Nos. 5, 8, and 10. -4-13.2.2 Where practicable, sprinklers should be stag- gered at the alternate floor levels, particularly where only one sprinkler is installed at each floor level. A-4-13.3.3 See Figures A -4-13.3.3(a) and (b). Sprinklers would be required in the case shown in Figure (a) but not in the case shown in Figure (b). Fire division 1 Fire division 2 Figure A -4-13.3.3(a) Noncombustible stair shaft serving two fire sections. Fire division 1 Fire division 2 Figure A -4.13.3.3(b) Noncombustible stair shaft serving one fire section. A-4-13.3.4 Where sprinklers in the normal ceiling pattern are closer than 6 ft (1.8 m) from the water curtain, it might be preferable to locate the water curtain sprinklers in recessed baffle pockets. (See Figure A-4-13.3.4.) A-4-13.4 The installation of sprinklers at floor levels should be arranged so as to protect the sprinklers from mechanical injury and from falling materials and not cause obstruction within the chute. This usually can be accom- plished by recessing the sprinkler in the wall of the chute or by providing a protective deflector canopy over the sprin- kler. Sprinklers should be placed so that there will be mini- mum interference of the discharge therefrom. Sprinklers with special directional discharge characteristics might be advantageous. (See Figure A-4-13.4.) A-4-13.53 T,Xhe sprinklers. in the itareIntended to .p' o- tect agatrist fires4calu-b"yile'♦ir s'��L1,Zti`c t acciXfrlulate over time -Ideally, the sprinklers'should be located near the s de ,f below he elevator doQxs.,..lvvhereAnostdebris aceii- muiates w'XZever,Ltateshbuld�& taken-that*thLa 900riklef ,00cation`does hot `:iiiierfere>with-the elevator toe guard, Z h extends`lielbw the face of the door opening.. A-413.5.2 The ASME A17.1 code requires the shutdown of power to the elevator upon or prior to the application of M3 REFERENCED PUBLICA'T'IONS 2-5.2 Design Criteria — Outside Dwelling Unit. The design discharge, number of design sprinklers, water demand of the system, sprinkler coverage, and position of sprinklers for areas to be sprinklered outside the dwelling unit shall comply with specifications in NFPA 13, Standard for the Installation of Sprinkler Systems. Exception No. 1: Where compartmented into areas of 500 ft' (46 m2) or less by 30 -minute fire -rated construction and the area is protected by standard or quick -response sprinklers not exceeding 130ft' (12 m2) per sprinkler, the system demand shall be permitted to be limited to the number of sprinklers in the compartment area but shall not be less than the demand for a total of four sprinklers. Open- ings from the compartments shall not be required to be protected, provided such openings have a lintel at least 8 in. (203 mm) in depth and the total area of such openings does not exceed 50 ft' (4.6 m2) for each compartment. Discharge density shall be appropri- ate for the hazard classification as determined by NFPA 13. Exception No. 2: Lobbies, other than in hotels and motels, foyers, corridors, and halls outside the dwelling unit, with flat, smooth ceil- ings not exceeding 10 ft (3.0 m) in height, shall be permitted to be protected with residential sprinklers, with a maximum system demand of four sprinklers. 2-5.3 Pipe Sizing. Piping shall be sized using hydraulic calculation procedures in accordance with NFPA 13, Stan- 1lard for the Installation of Sprinkler Systems. 2-6 Location of Sprinklers. Sprinklers shall be installed in all areas. Exception No. 1: Sprinklers shall not be required in bathrooms where the area does not exceed 55 ft' (5.1 m2) and the walls and ceilings, including walls and ceilings behind fixtures, are of non- combustible or limited -combustible materials providing a 15 -minute thermal barrier. The area occupied by a noncombustible, full height, shower/bathtub enclosure shall not be required to be added to the floor area when determining the area of the bathroom. Exception No. 2: Sprinklers shall not be required in clothes closets, linen closets, and pantries within the dwelling units where the area of the space does not exceed 24 ft2 (2.2 m2), the least dimension does not exceed 3 ft (0.91 m), and the walls and ceilings are surfaced with noncombustible or limited -combustible materials as defined by NFPA 220, Standard on Types of Building Construction. Exception No. 3: Sprinklers shall not be required in any porches, balconies, corridors, and stairs that are open and attached. Exception No. 4: Sprinklers shall not be required in attics, pent- house equipment rooms, crawl spaces, floor/ceiling spaces, elevator shafts, and other concealed spaces that are not used or intended fof living purposes or storage. 2-7• Maintenance. The owner shall be responsible for the condition of a sprinkler system and shall keep the system in normal operating condition. Sprinkler systems shall be inspected, tested, and maintained in accordance with NFPA 25, Standard for the Inspection, Testing, and Maintenance of Water -Based Fire Protection Systems. Chapter 3 Referenced Publications 3-1 The following documents or portions thereof are ref- erenced within this standard and shall be considered part of the requirements of this document. The edition indicated for each reference is the current edition as of the date of the NFPA issuance of this document. dj-�PA ISR 3-1.1 NFPA Publications. National Fire Protection Asso- ciation, 1 Batterymarch Park, P.O. Box 9101, Quincy, MA 02269-9101. NFPA 13, Standard for the Installation of Sprinkler Systems, 1996 edition. NFPA 20, Standard for the Installation of Centrifugal Fire Pumps, 1996 edition. NFPA 22, Standard for Water Tanks for Private Fire Protec- tion, 1993 edition. NFPA 25, Standard for the Inspection, Testing, and Mainte- nance of Water -Based Fire Protection Systems, 1995 edition. NFPA 72, National Fire Alarm Code, 1996 edition. NFPA 101, Life Safety Code, 1994 edition. NFPA 220, Standard on Types of Building Construction, 1995 edition. NFPA 251, Standard Methods of Tests of Fire Endurance of Building Construction and Materials, 1995 edition. 3-1.2 Other Publications. 3-1.2.1 ANSI Publications. American National Stan- dards Institute, Inc., 1450 Broadway, New York, NY 10018. ANSI B16.1, Cast Iron Pipe Flanges and Flanged Fittings, 1989. ANSI B 16.3, Malleable Iron Threaded Fittings, 1992. ANSI B 16.4, Gray Iron Threaded Fittings, 1992. ANSI B 16.5, Pipe Flanges and Flanged Fittings, 1988. ANSI B16.9, Factory -Made Wrought Steel Buttwelding Fit- tings, 1993. ANSI B 16.11, Forged Fittings, Socket -Welding and Threaded, 1991. ANSI B 16.18, Cast Copper Alloy Solder joint Pressure Fittings, 1984. ANSI B 16.22, Wrought Copper and Copper Alloy Solder joint Pressure Fittings, 1989. ANSI B 16.25, Buttwelding Ends, 1992. ANSI B36.10M, Welded and Seamless Wrought Steel Pipe, 1985. 3-1.2.2 ASTM Publications. American Society for Test- ing and Materials, 100 Bar Harbor Drive, West Consho- hocken, PA 19428-2959. ASTM A 53, Standard Specification for Pipe, Steel, Black and Hot -Dipped, Zinc -Coated, Welded and Seamless, 1995. ASTM A 135, Standard Specification for Electric -Resistance - Welded Steel Pipe, 1993. ASTM A 234, Standard Specification for Piping Fillings of Wrought Carbon Steel and Alloy Steel for Moderate and Elevated Temperatures, 1995. ASTM A 795, Standard Specification for Black and Hot - Dipped Zinc -Coated (Galvanized) Welded and Seamless Steel Pipe for Fire Protection Use, 1995. ASTM B 32, Standard Specification for Solder Metal, 1995. ASTM B 88, Standard Specification for Seamless Copper Water Tube, 1995. ASTM B 251, Standard Specification for General Requirements for Wrought Seamless Copper and Copper -Alloy Tube, 1993. 1996 Edition Transmittal Cover Sheet Edgewood Phase II - Preconstruction 99005 Transmitted To Date Reference Number Transmitted For Transmitted By Buildinq Commissioner 2/26/99 0001 Files Hand North Andover Building Department 27 Charles St. N. Andover, MA 01845 Tel: 978-688-9545 Qtv Item Description Notes 1 Affidavit Workmen's Comp. Certificate 2/24/99 1 Affidavit Earl Flansburgh - Architect 2/24/99,, 1 Affidavit James Balmer - Structural Engineer 2/25/99 r. 1 Affidavit Blair Chamberlain - Plumbing Fire Protection 2/25/99 Engineer 1 Affidavit Robert Flaherty - HVAC Engineer 2/25/99 1 Affidavit Paul Corrado - Electrical Engineer 2/25/99 2 Specifications 2/24/99 2 Stamped Drawings 2/24/99 1 Permit Application Building Permit 1 Town Form Form U - Lot Release Form Remarks Copies To file Submitted Bv: John LaSoina Prolog Manager F:\APPS\WINAPPS\PROLOG4\PROJECTS\99005.PMD Printed on: 2/26/99 Paqe 1 03/26/99 FRI 15:30 FAX 781 271 9045 CE FLOYD COMPANYY Q001 C.E. Floyd Company, Inc. 9 DeAngelo Drive Bedford, MA 01730-2200 Telephone: (781) 271-9006 Fax: (781) 271-9045 Project: Edgewood Phase II - Preconstruction - 99005 Fax - Date: Friday, March 26, 1999 To: Bob Nicetta Company: North Andover Building Department Fax Number: 978-688-9542 Tel Number: 978-688-9545 From: Chuck Tobin No. of Pages (incl Cover Page): I Message: The estimated amount of unsuitable soil to be removed from the Edgewood site is around 3,000.00 cubic yards. Clean structural fill will be brought on-site to replace this material. Call me with any questions. If this transmission is incomplete, please call (617) 271-9006 r-. --- --- r, F- i 1":$ MAR 2 6 1 ^�% EARL R. FLANSBURGH -1- DISSOCIATES, INC. Date March 26, 1999 Project No. 9822.00 Project EDGEWOOD PHASE II Sent to Mr. Bob Nicetta Company Building Department - Building Inspector Address 27 Charles Street City, State, Zip North Andover,, MA 01845 Transmittal of We are sending you These are transmitted as indicated ® Drawings ® Enclosed ❑ Accepted ❑ For Your Approval ❑ Specifications ❑ Under separate cover ❑ Accepted as Noted ❑ For Construction ❑ Artwork ® Via US Mail ❑ Revise and Resubmit ® For Your Use ❑ Letter ❑ ❑ Not Accepted ❑ For Your Records Copies Date Dwg.lSpec, No. Description 1 Sections of Pool area per your request Distribution Remarks _ The contractor indicated that you wanted to see a section through V---r �;� the pool showing the relationship to the footings. This is how it will be per the plans. The pool itself will be a design/build by the 29 1. �! pool contractor and he will do more detailed drawings regarding_ the structure for construction. If you need to see this information, please indicate this request to the contractor Prepared by Vincent E.J. Dube, A.I.A. 77 NORTH `UASHINGTON STREET BOSTON, MASSACHUSETTS 02I14 TEL 617-367-397o FAx 617-720-7873 CL �N �o -00 M N <T C L U) yC w c a Il N Y t .+ t -0 E CO x 1 QItCf) (7 Y 0 O J M 1 In LI m Amo L S. -:G c- z '�'at r a5ia � w ca -0 0 ov o r 0 0w °aU mmmm IMMINSIMMINE MINNOW IMMINISIMMIN — MMI --MM IMMINI-MIN IMMINIMINIES IMMINIMINION IMM ENSE!. MINIONS.- 06 INIO-.- 06 r N W N .L N 3 m CL � C 0 I 1 I 1 1 1 1 I 1 1 v Lu U) N �- E IL as 2 Z c O U (D U) D) C m O O 0-