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Miscellaneous - 114 UNION STREET 4/30/2018 (2)
r l_I 11� O or P5 c; n � Ova )V� avo�- O ;A6 a 1 Law Office of Nicole Reilly, 253 Low Street, #302 Newburyport, MA 01950-3510 �N Cr C6 -10 � zcar,.r. +e NAZHA Vd M 4)aSill�!': J (\ 1 Law Office of Nicole Reilly, 253 Low Street, #302 Newburyport, MA 01950-3510 �N Cr C6 -10 � zcar,.r. +e NAZHA Vd M 4)aSill�!': 5--N3? el, 6 L k05 f ko,� t A,- ,OPT" -"O:T" Town of North Andover Town Clerk Time stamp Community Development and Services Divisia,C }„AQS;i,'� i Office of the Zoning Board of Appeals T'. `L k " CRi 1 Town of North Andover Office of the Zoning Board of Appeals Community Development and Services Division' 400 Osgood Street D. Robert Nicetta North Andover, Massachusetts 01845 Building Commissioner Telephone Fax (978)688-9541 (978)688-9542 The Board finds that the proposed addition does not extend further into the north side setback than the existing structure, nor does it extend the number of dwelling units allowed by the 1986 Variance 77-86. The Board finds that the Plan of Land shows parking for the required six spaces, and that the applicant has satisfied the provisions of Section 10, paragraph 10.4 of the Zoning Bylaw in that the granting of this Variance will not adversely affect the neighborhood or derogate from the intent and purpose of the Zoning Bylaw. Also, the Board finds that the applicant has satisfied the provisions of Section 9, Paragraph 9.2 of the zoning bylaw and that such change, extension or alteration shall not be substantially more detrimental than the existing structure to the neighborhood. Furthermore, if the rights authorized by the Variance are not exercised within one (1) year of the date of the grant, it shall lapse, and may be re-established only after notice, and a new hearing. Furthermore, if a Special Permit granted under the provisions contained herein shall be deemed to have lapsed after a two (2) year period from the date on which the Special Permit was granted unless substantial use or construction has commenced, it shall lapse and may be re-established only after notice, and a new hearing. Town of North Andover Board of Appeals, AjL f. /W �d4 Ellen P. McIntyre, Chair Decision 2004-028. M5P4. Page 2 of 2 Board of Appeals 978- 688-9541 Building 978-688-9545 Conservation 978-688-9530 Health 978-688-9540 Planning 978-688-9535 36 10 Town of North Andover :i 'tOf�fice of the Zoning Board of Appeals ..community Development and Services Division 27 Charles Street 2 1 A "I= 3North Andover, Massachusetts 01845 D. Robert Nicetta Telephone (978) 688-9541 Building Commissioner Fax (978) 688-9542 Legal Notice North Andover, Board of Appeals Notice is hereby given that the Board of Appeals will hold a public hearing at the Senior Center, 120R Main Street, North Andover, MA on Tuesday the 12 h of October, 2004 at 7:30 PM to all parties interested in the appeal of William & Marsha Donegan, 114 Union Street, North Andover, MA requesting a dimensional Variance from Section 7, Paragraph 7.3 and Table 2 for relief of the right side setback in order to construct a proposed addition; and for a Special Permit from Section 9, Paragraph 9.2 of the Zoning Bylaw in order to raze an existing detached garage and extend a pre-existing, non- conforming structure on a pre-existing, non -conforming lot. Said premises affected is property with frontage on the South side of Union Street within the R-4 zoning district. Plans are available for review at the office of the Building Department 27 Charles Street, North Andover, MA, Monday through Friday from 8:30 to 4:30PM. By order of the Board of Appeals Ellen P. McIntyre, Chair Published in the Eagle Tribune on September 27 & October 4, 2004. Legalnotice 2004-028. M5P4.� N o='mom @• co am =•°',=w-,»mm�idc m m tom = Qmm I a m O s,- •0} m (n Im X.m 0 0 f. = m m ANO A �z�2 mmm�m�m� _ Qaa - o��s�• gEi ?-R j 9ax cmza y£=v••Y� u) Qm QmNmrc, mam=. cm 6 Cn�o=(mD3n=�oD m°0oa0D-��o�.a� ��o•�p7N�omdmbwby N�mO0�y1 �2 m "• �_ _ 'm m w ..°' vv0� a om ovB,mmm oAw ==mimm<n m m� n U3 N �.ma o m� w m 3 m o y m o - v_.• m � wmm mom m°o amq� .�q''moN mo=N - °comm^' m m 3?m nc ?m S, =mmm�� oma=D=�a?'`a J-6 . Board of Appeals 978-688-9541 Building 978-688-9545 Conservation 978-688-9530 Health 978-688-9540 Planning 978-688-9535 ,_ No. — Date 9:— _Q NORTH TOWN OF NORTH ANDOVER p BUILDING DEPARTMENT ° Building/Frame Permit Fee $ Foundation Permit Fee $ e 4;eo Other Permit Fee 30 1 i g U m► e -n Z�� ZBA 2 2 3 Drate.................. TOWN OF NORTH ANDOVER RECEIPT This certifies that.. W4.1 # ..... �O.V., v .......................... has paid.. . ............. ......... ...... un.14.0.6 ..... 64.6eC4 .... Received by ty77 ............................................................ Department...... ................................................................... WHITE: Applicant CANARY: Department PINK: Treasurer L",e� � I t, 36 )6- Y--Oy., VC'i II/_y���Jle�ld owl pi l,�oW� J The final approval of all material used within the buffer zone shall be at the discretion of the Planning Board. C. Parking lots containing 10 or more spaces shall be required to provide one tree for every five spaces. All trees shall be a deciduous mix of at least 2.5 ;rich caliper when planted. Native trees and shrubs shall be planted wherever possible, inord to capture the "spirit of the locale" through indigenous species (such as lilac, viburnum, da lilies, ferns, red twig dogwood, oak, maple, sycamore, linden, hawthome, birch, shadbus etc.). In instances where healthy plant material exists on the site prior to its development, in art or in whole, for purposes of off street parking or other vehicular use areas, the Planning B and may adjust the application of the above mentioned standards to allow credit for such plant material if, in its opinion, such an adjustment is in keeping with and will preserve the intent ofAese standards. 8.5 Planned Residential Development (PRD) 1. Purposes: The purpose and intent of the regulatio contained in this section are to promote the public health, safety and general welfare of the citizens of the Town by providing for the following goals: a. To promote the more efficientuse of 1 �d in harmony with its natural features; b. To encourage the preservation of ope aspace; C. To protect water bodies and supplies, wetlands, floodplain, hillsides (1994/40), agricultural lands, wildlife, and other natural r ources; d. To permit greater flexibility and., more attractive, efficient and economical design of residential developments; e. To facilitate economical and cient provision of utilities; f To meet the town's housings by promoting a diversity of housing types. 2. Applicability: An application for Planned Residential Special Permit (PRD) shall be allowed for parcels of land in the R-1, R-2, nd R-3 Districts in accordance with the standards set forth in this section. An application for a Pla ed Residential Development Special Permit shall be deemed to satisfy the requirements for Site Plan iew. 2. Permit Authority: The Plannii4 Board shall be designated as the Special Permit Granting Authority, and shall grant special permits for PRD's consistent with the procedures and condition set forth in this section as well as in Sections/10.3 and 10.3 1 (Special Permits) of this Bylaw. 4. Procedure for Approval: Preliminary Plan The applicant must submit a p eliminary plan per Section 6(G) (1994/40) and schedule pre -application conference to discuss the propose PRD with the Planning Board before the submission of the final special permit application and supporting docu ents, to the Board for review in a public hearing. Final Plan Submittal The applicant shall follow th procedures and standards contained in this section and Section 10.3 (Special Permit) in submitting a set of 1 plan to the Planning Board for review. 5. Information R uir Any applicant who desires a special permit under requirements of this section shall submit an ap � 'cation in writing in such form as the Planning Board may require which shall include at the minimum the following: A. Develo m� t Statement: Which shall consist of a petition; a list of the parties of interest with respect to Ithe PRD parcel and any parcel proposed to be used pursuant to the subsection 5a below. list of the development team and a written statement meeting the requirements of a site evalu tion statement under the Subdivision Rules and Regulations of the Planning Board; and settir}g forth the development concept and the specific requirements of the Zoning Bylaw within a table which includes the following information: 1. The number of units, 90 Villanova do -r6 � �. aid 10 NOV 5- 2004 BOARD OF APPEALS © CSA Inc. OSN. 1046 Printed in USA Itollege Letkri- Oct 19 04 08:23a Darren Thurman 978-465-6148 p.1 Law Office of Nicole Reilly 253 Low Street, M, Ne"u(Mrt, MA 01950-3610 Tet (978) 465-7177 Fax (978) 465-0176 FAX COVER SHEET TO: Mitch--N.Andover Zoning Board of Appeals FROM: Nicole Reilly SUBJECT: William Donegan Appeal DATE: October 19, 2004 PAGES (Not Including Cover Sheet): 1 COMMENTS: Mitch, here is the sioned waiver form you requested If you need anything else, please don't hesitate to call. Thank -you for your help. Nicole Reilly This message is confidential and is intended solely for the addressee. If you have received this message in error, please destroy it and contact the Law Office of Nicole Reilly immediately. r Oct 19 0+4 06:23a Darren Thurman 978-465-6148 P•z I Oct 15 04 09:164 NORTH HNDOV£R 578titla854z p•t I Town of North Andover Office of the Zoning Board of Appeals Community Development and Services Division 27 Charles, Stmet orth �>..a..,.';s NAnc:over, Massarhow�tm 01945 s U. Robw KtcxMi Ir1��{+hc�n► iy178l t+l -9541 IjUlklme<:unurixivxr Fax (97#)"IZ42 Date TO: Town of North Andover �? Zoriing Board of Appeals 27 Charles Street North Andover MA 01845 D Plewe be advised that I have agreed to waive the time constraints for the North Andover Zoning Board of Appeals to make a decision regarding the graving oft Variance Sptxint P reprehensive Permit (408) Finding for property located at: r STYf4 I STREET: MAP: - t PARCEL: TO MEETING DATE(S): NAME OF PETITIONER: t Signed: Petitioner (or pt titiiow's sNxu v WAIVER t1.on1.A'AAwiA*97►-611Y-9H1 liuilkg479-60450 IkaW973•6n-040 I'Irtnc y7Y-GxY•N3i: NE C E 0 w E OCT 19 2004 BOARD OF APPEALS Pau&ci 3 utT- 6W� arm L t -c cv lk, )avwj co �4 I ffCFoVffD OCT 12 Zoaa D BOARD OF APPEALS Law Office of Nicole Reilly 253 Low Street, #302, Newburyport, MA 01950-3510 Tel: (978) 465-7177 Fax: (978) 465-0176 Ms. Ellen P. McIntyre, Chairperson Zoning Board of Appeals Town of North Andover, Massachusetts 27 Charles Street, North Andover, MA 01845 RE: Variance and Special Permit; Mr. & Mrs. William Donegan, 114 Union St., North Andover, MA. October 6, 2004 Dear Ms. McIntyre: Please be advised that this office represents William and Marsha Donegan (hereinafter referred to as "Applicants"), currently residing at 114 Union Street, North Andover, MA. Applicants wish to expand the current living space in their home, which exists as one unit in a three-family dwelling. Applicants contend that the shape of their lot requires that any expansion must align with the right side of the home, which currently violates the fifteen -foot (15ft.) right -side setback. Applicants further contend that a hardship exists in that there are no alternatives for the proposed expansion. Applicants' home exists in a crowded R-4 district whereby space is limited and the particular shape of Applicants' lot dictates any desired expansion. The addition will be a complementary extension of the current foundation. Applicants have taken great care in designing this plan and are concerned with the aesthetic appeal of this extension for both their home and the surrounding community. In regard to the special permit requested for expansion of a pre-existing non -conforming structure, we contend that Applicants' desired use is in harmony with the purpose and intent of the zoning bylaws. Applicants' home was granted a variance to create a third dwelling unit in March of 1986. Applicants do not wish to add or delete any living units nor do Applicants wish to change the nature of the building's use. Applicants simply wish to create more living space for their family. There will be no hazard or nuisance to vehicles or pedestrians and all necessary facilities will be provided. Finally, Applicants would note that to their knowledge, no objections have been raised by any abutters, direct or otherwise, and Applicants have received strong support from their neighbors. Very truly yours, J I& - Nicole Reilly, Esquire p C �f f rrrII; 1 2004 U� BOARD OF APPEALS Oct 07 04 01:05p Darren Thurman 978-465-6148 p.1 Law Office of Nicole Reilly 253 Low Street, #302, Newburyport, MA 01950-3510 Tel: (978) 465.7177 Fax (978) 465-0176 FAX COVER SHEET TO: Ellen McIntyre; Chairperson FROM: Nicole Reilly SUBJECT: _ Variance & Special Permit—Donegan DATE: 10/7104 _ PAGES (Not Including Cover Sheet): 1 COMMENTS: The Donegan's have chosen to go forward with their hearing on October le I will mail the original letter to your office If You have any questions or concerns please contact me at (978) 465-7177 Thank -you --Nicole Reilly This message is confidential and is intended solely for the addressee. If you have received this message in error, please destroy it and contact the Law 01i%e of Nicole Reilly immediately. OCT 7 -12 0 014 BOARD OF APPEALS Oct 07 04 01:05p Barren Thurman 978-465-6148 p.2 Law Office of Nicole Reilly 253 Low Street, #302. Newburyport. W 019503510 Tel: (978) 4657177 Fax (976) 465.0176 Ms. Ellen P. McIntyre, Chairperson Zoning Board of Appeals Town of North Andover, Massachusetts 27 Charles Street, North Andover, MA 01845 RE: Variance and Special Permit; Mr. & Mrs. William Donegan, 114 Union St., North Andover, MA, Dear Ms. McIntyre: October 6, 2004 Please be advised that this office represents William and Marsha Donegan (hereinafter referred to as "Applicants'), currently residing at 114 Union Street, North Andover, MA. Applicants wish to expand the current living space in their home, which exists as one unit in a three-family dwelling. Applicants contend that the shape of their lot requires that any expansion must align with the right side of the home, which currently violates the fifteen -foot (15ft.) right -side setback. Applicants further contend that a hardship exists in that there are no alternatives for the proposed expansion. Applicants' home exists in a crowded R4 district whereby space is limited and the particular shape of Applicants' lot dictates any desired expansion. The addition will be a complementary extension of the current foundation. Applicants have taken great care in designing this plan and are concerned with the aesthetic appeal of this extension for both their home and the surrounding community. In regard to the special permit requested for expansion of a pre-existing non -conforming structure, we contend that Applicants' desired use is in harmony with the purpose and intent of the zoning bylaws. Applicants' home was granted a variance to create a third dwelling unit in March of 1986. Applicants do not wish to add or delete any living units nor do Applicants wish to change the nature of the building's use. Applicants simply wish to create more living space for their family. There will be no hazard or nuisance to vehicles or pedestrians and all necessary facilities will be provided. Finally, Applicants would note that to their knowledge, no objections have been raised by any abutters, direct or otherwise, and Applicants have received strong support from their neighbors. Very truly yours, Nicole Reilly, Esquire Cc: Client/NR l DOCT 7 _ 2004 130AR0 OF APPEALS TOWN OFNORTH-VARIANCE ZONING BOARD OF APPEALS NAME: ADDRESS OF APPEAL: Procedure & Requirements for an Application for a Variance Ten (10) copies of the following information must be submitted thirty 30) days prior to the first public hearing. Failure to submit the required information within the time periods prescribed may result in a dismissal by the Zoning Board of an application as incomplete. The information herein is an abstract of more specific requirements listed in the Zoning Board Rules and Regulations and is not meant to supersede them. The petitioner will complete items STEP 1: ADMINISTRATOR PERMIT DENIAL: The petitioner applies for a Building Permit and receivers a Permit Denial form completed by the Building Commissioner. STEP 2:. VARIANCE APPLICATION FORM: Petitioner completes an application form to petition the Board of Appeals for a Variance. All information as required in items 1 through and including 11 shall be completed. STEP 3: PLAN PREPARATION: Petitioner submits all of the required plan information as cited in section 10, page 4 of this form. STEP 4: OBTAIN LIST OF PARTIES IN INTEREST- The petitioner requests from the Assessors Office a certified list of Parties in Interest (abutters). STEP 5: SUBMIT APPLICATION: Petitioner submits one (1) original and 10 Xerox copies of all the required information to the Town Clerk's Office to be certified by the Town Clerk with the time and date of filing. The original will be left at the Town Clerk's Office, and the 10 Xerox copies will be left with the Zoning Board of Appeals secretary. STEP 6: SCHEDULING OF HEARING AND PREPARATION OF LEGAL NOTICE: The Office of the Zoning Board of Appeals schedules the applicant for a hearing date and prepares the legal notice for mailing to the parties in interest (abutters) and for publication in the newspaper. The petitioner is notified that the legal notice has been prepared and the cost of the Party in Interest fee. STEP 7: DELIVERY OF LEGAL NOTICE TO NEWSPAPER The petitioner picks up the legal notice from the Office of the Zoning Board of Appeals and delivers the legal notice to the local newspaper publication. STEP 8: PUBLIC HEARING BEFORE THE ZONING BOARD OF APPEALS: The petitioner should appear in his/her behalf, or be represented by an agent or attorney. In the absence of any appearance without due cause on behalf of the petitioner, the. Board shall decide on the matter by using the information it has otherwise receive. STEP 9: DECISION: After the hearing, a copy of the Board's decision will be sent to all parties in interest. Any appeal of the Board's decision may be made pursuant to Massachusetts . General Law ch. 40A sec. 17, within twenty (20) days after the decision is filed with the Town Clerk. STEP 10: RECORDING THE DECISION AND PLANS. The petitioner is responsible for recording certification of the decision and any accompanying plans at the Essex County, North Registry of Deeds, 381 Common St., Lawrence MA, and shall complete the Certification of Recording form and forward it to the Zoning Board of Appeals and the Building Department. IMPORTANT PHONE NUMBERS: 978-688-9533 Office of Community Dev & Services 27 Charles Street, North Andover, MA 01845 978-688-9501 Town Clerk's Office 978-688-9542 fax for Community Development offices 978-688-9566 Assessor's Office 978-688-9545 Building Department 978-688-9541 Zoning Board of Appeals Office , 'PAGE 1 of 4 Page 2 of 4 Application for 1. Petitioner: Name, address and telephone number: 14 / (C 14 on I-- M A- 41+ DO /J le 61 be entered on the legal notice and the decision as ordered 2. Owners of Land: Name, Address and Telephone number and number of years under this ownership: Z4) / ll r 9 4f:P#,+ _ /,)o PJ e C ,IAJ Years Owned Land: 3. Location of Property: a. St //q u)WO A) 1 � Zoning District b. Assessors: Map number Lot Number. c. Registry of Deeds: Book Number 3 6 OD Page Number. '= 4. Zoning Sections under which the petition for the Variance is made. 'Refer to the Permit Denial and Zoning By -l -W Plan Review as supplied by the BuI&V ConvnM oner 5. Describe the Variance request 'The above descr"m shall be used for Ude pu"n of the legal notice and decision. A more detailed description is required pursuant to the Zoning Board Rule and Regulations as eked on page 4 of this application. Failure by the appkant to clearly descrilm Ude request may result in u decision that does not address the MEddt of the appideadt. The decision will be Nrdked to the request by the applicardt and will not Involve dddittional Items not included above. ia, Difference from Zoning By -Law requirements: Indicate the dimensions that will not meet current '_oning By -Law Requirements. (A and B are in the case of a lot split) .ot Area Open Space Percent Lot Frontage, Parking Minimum Lot set Back ' b f 06 Sq. Ft. Sq. Ft. Coverage Feet Spaces Front Side A Side B Rear r= A 3of4 6. b. Existing Lot: Lot Area Open Space Percent Lot Sq. Ft. Sq. Ft. Coverage Application for a VARIANCE Frontage Parking Feet Spaces Ion FSA / Y. q`7,do 6 c. Proposed Lot (S): Lot Area Open Space Sq. Ft. Sq. Ft got N .A' Percent Lot Frontage Parking Coverage Feet Spaces 96 /Pp Front Side A Zoning Board of Appeals Minimum Lot set Back' Front Side A Side B Rear tci l 17 Square feet Floors Sq. feet • Minimum Lot set Back ` Front Side A Side B Rear 6 3( �( 2 d. Required Lot: (As required by zoning By -Law) Lot Area Open Space Percent Lot Frontage Parking Minimum Lot set Back • Sq. Ft Sq. Ft. Cov rage Feet Spaces Front Side A Side:B Rear a'p " N A- % / 6o d- 3D 15- iS 3a T. a. Existing Buildings: Ground Floor Number of Total Use of Square feet Floors Sq. feet Building* ,S D 3 es ,deo i, a -,f _1_]-� ? K .4 E Pr C e— :,t *Reference uses from the zoning ey-taw. state nurnber of units in building. b. Proposed Buildings: Ground Floor Number of Total e Square feet Floors Sq. feet D 9 o\366 Use of Building' 'Reference Uses from the Zoning By -Law. State number of units in building. 8. Petitioner and LandoWner signature (s): 0 o n cicy Every application for a Variance shall be made on this form which is the official form of the Zoning Board of Appeals. Every appiication shall be filed with the Tann CWWs Office. it shall be the responsibility of the petitioner to furnish all supporting documentation with this application. The dated copy of this application received by the Town Clerk or the Zoning Board of Appeals does not absolve the applicant from this responsibility. The petitioner shall be responsible for all expenses for filing and legal notification. Failure to comply with application requirements, as t herein and in the Zoning Board Rules and Regulations may result in a dismissal by the Zoning Board of this application as incomplete. Type above name (s) here W(c-„ t /} w, EoNeC�q PAGE 4 OF 4 9. WRITTEN DOCUMENTATION Application fora Variance must be supported by a legibly written or typed memorandum setting forth in detail all facts relied upon. When requesting a variance from the requirements of MGLA ch. 40A, Sec. 10.4 and the North Andover Zoning By-laws, all dimensional requirements shall be clearly identified and factually supported. Each point, A -F individually, is required to be addressed with this application. A. The particular use proposed for the land or structure. B. The circumstances relating to soil conditions, shape or topography of such land or structures especially affecting the property for which the Variance is sought which do not affect generally the zoning district in which the property is located. C. Facts which make up the substantial hardship, financial or otherwise, which results from literal enforcement of the applicable zoning restrictions with respect to the land or building for which the variance is sought.. D. Facts relied upon to support a finding that relief sought will be desirable and without substantial detriment to the public good. E. Facts relied upon to support a finding that relief sought may be given without nullifying or substantially derogating from the intent or purpose of the Ordinance. F. Submit RDA from Conservation Commission when Continuous Buildable Area is applied for in ZBA application. 10. PLAN OF LAND Each application to the Zoning Board of Appeals shall be accompanied by the following described plan. Plans must be submitted with this application to the Town Clerk's Office and ZBA secretary at least thirty (30) days prior to the public hearing before the Zoning Board of appeals. k set of building elevation plans by a Registered krchitect may be required when the application nvolves new construction/conversion/ and/or a troposed change in use. ;0 A. Major Projects Aajor projects are those, which`involve one of the )flowing whether existing or proposed: I) five or more parking spaces, II) three (3) or more dwelling units, III) 2000 square feet of building area. ajor Projects shall require that in addition to the above !atures, plans must show detailed utilities, soils, and pographic information. VARIANCE *10. B. *Plan Specifications: I) Size of plan: Ten (10) paper copies of a plan not to exceed 11"x17'; preferred scale of 1"=40' II) One (1) Mylar. III) Plan prepared by a Registered Professional Engineer and/or Land Surveyor, with a block for five (5) ZBA signatures and date indicated on the Mylar. *10 C. *Features To Be Indicated On Plan: I) Site Orientation shall include: 1. north point 2. zoning district (s) 3. names of streets 4. wetlands (if applicable) 5. abutters of property, within 300' radius 6. locations of buildings on adjacent properties within 50' from applicants proposed structure 7. deed restrictions, easements. In Legend & Graphic Aids: 1. Proposed features in solid lines & outlined in red 2. Existing features to be removed in dashed lines 3. Graphic Scales 4. Date of Plan 5. Title of Plan 6. Names addresses and phone numbers of the applicant, owner or record, and designer or surveyor. 10 D. Minor Projects Minor projects, such as decks, sheds, and garages, shall require only the plan information as indicated with an. asterisks (*). In some cases further information may be required 11. APPLICATION FILING FEES A. Notification fees: Applicant shall provide a check or money order to: "Town of North Andover - #022-1760-4841" for the cost of first class, certified, return receipt ($4.42 as of November 2003) x # of all parties in interest identified in MGLA ch- 40A §11 on the abutter's list for the legal notice check. Also, the applicant shall supply first class postage stamps (currently 37¢) x the #. of parties of interest on the abutter's list for the decision mailing. B. Mailing labels: Applicant shall provide four (4) sets of mailing labels no larger than 1"x2-5/8 (3 copies for the Legal mailing and one copy for the Decision mailing). C. Administrative fee of $50.00 per application. lo- lo- A Variance once granted by the ZBA will lapse in 1 (one) year if not exercised and/a new petition must be submitted. t �. 10RTIr "'•'" Zoning Bylaw Review Form p Town Of North Andover Building Department S•:y,,, ✓°19 27 Charles St. North Andover, MA. 01845. Phone 978-688-9545 Fax 978-686-9542 Street: //i-//4�1 6)41!1941 -- Ma /Lot: y1 Applicant: Wi l/r R m ARShA '�5 vA>4 _A N Request: / X,6 0 Gadd i7ev /2e co.A-a Lf -1A -VE CoA RSG e Date: 16/4,/z Please be advised that after review of your Application and Plans that your Application is DENIED for the following Zoning Bylaw reasons: Zoning Remedy for the above is checked below Item # Special Permits Planning Board Item # Item IENotesItem Site Plan Review Special Permit C Setback Variance Access other than Frontage Special Permit Notes A Lot AreaF Common Driveway Special Permit Height Variance Frontage Variance for Sign 1 Lot area Insufficient1 Independent Elderly Housing Special Permit Special Permit Non -Conforming Use ZBA Frontage Insufficient Earth Removal Special Permit ZBA 2 Lot Area Preexisting2 Planned Residential Special Permit Special Permit for Sin - Frontage'Complies Special permit for preexisting nonconforming 3 Lot Area Complies3 Preexisting frontage yes 4 Insufficient Information 4 Insufficient Information B Use 5 No access over Frontage 1 Allowed G Contiguous Building Area 2 Not Allowed 1 Insufficient Area 3 Use Preexisting 2 Complies ycS 4 Special Permit Required .e 5 3 Preexisting CBA 5 Insufficient Information 4 Insufficient Information C . Setback H Building Height 1 All setbacks comply 1 Height Exceeds Maximum 2 Front Insufficient 2 Complies 3 Left Side Insufficient 3 Preexisting Height Y �S 4 Right Side Insufficient yrs +-Add l -v 4 Insufficient Information 5 Rear Insufficient 1 Building Coverage 6 Preexisting setback(s) ye5 1 Coverage exceeds maximum 7 Insufficient Information 2 Coverage Complies D Watershed 3. Coverage Preexisting c�- 1 Not in Watershed e S 4 Insufficient Information 2 In Watershed j Sign 3 Lot prior to 10/24/94 1 Sign not allowed . 4 Zone to be Determined 2 Sign Complies 5 Insufficient Information 3 Insufficient Information E Historic District K Parking 1 In District review required 1 More Parking Required 2 Not in district YC -S 2 Parking Complies 3 Insufficient Information 3 1 Insufficient Information 4 1 Pre-existing Parkin - Remedy for the above is checked below Item # Special Permits Planning Board Item # Variance Site Plan Review Special Permit C Setback Variance Access other than Frontage Special Permit Parkin Variance. Frontage Exception Lot Special Permit Lot Area Variance Common Driveway Special Permit Height Variance - Congregate Housing Special Permit Variance for Sign Continuing Care Retirement Special Permit . Special Permits Zoning Board Independent Elderly Housing Special Permit Special Permit Non -Conforming Use ZBA Large Estate Condo Special Permit Earth Removal Special Permit ZBA Planned Development District Special Permit Special Permit Use not Listed but Similar Planned Residential Special Permit Special Permit for Sin - R-6 Density Special Permit Special permit for preexisting nonconforming Watershed Special Permit The above review and attached explanation of such is based on the plans and information submitted. No definitive review.and or advice shall be based on verbal explanations by the applicant nor shall such verbal explanations by the applicant; serve to provide definitive answers to the above reasons for Any inaccuracies, misleading information; or other subsequent changes to the -information submitted by the applicant shall be grounds for this ,review, to be voided at the discretion of the Building Department. The attached document titled "Plan Review Narrative" shall be attached hereto and incorporated:herein by reference. The building department will retain all plans and documentation for the above file. You must file , -a new permit application form and begin the permitting process. r` ull ng Department Official Signatlyfe Application Received Application Denied Plan Review Narrative _ The following narrative is provided.tolurther explain.the reasons for DENIAL for -the APPLICATION for the property indicated on the reverse side: Referred To: Fire Health Police ; +E; onin .Board Conservation De ° rtment of Public Wokks Planning Historical Commission Other BuildingDe artment 9 A. Additional living space. B. The boundary line being so close to our house and the requirement that we attach to 75% of the existing house gives us no other option as to where to place the addition. The proposed addition will not be any closer to the property line. C. Our lot and house were in existance prior to the zoning requirement and were exempt and classified as a non -conforming lot. D. As our proposed addition will not be any closer to the property line than the existing buildings, granting the variance will not cause detriment to the public good. Razing our existing garage and replacing it with a similiar structure that was recently built across the street from us (90 Beverly St.) will enhance the visual appearance as well as the value of the neighborhood. E. The current building plan does not extend beyond the boundaries already established by our existing buildings (house & garage) , therefore granting this variance will not nullify or derogate from the intent or purpose of the Ordinance. TOWN OF NORTH ANDOVER MASSACHUSETTS BOARD OF APPEALS Mr. Daniel Long, Town Clerk. Town Office Building North Andover, MA 01845 Dear Mr. Long: March 21, 1986 Petition: #77-86 K.M.T.K..Realty Trust Brendan P. Foster, Trustee 460 Stevens Street North Andover, MA 01845 The Board of Appeals held a publiclhearing on Tuesday, March 11, 1986 upon the application of K.M.T.K. Realty Trust, Brendan P. Foster, Trustee, 114/116 Union Street, North Andover, MA 01845. The hearing was advertised in the North Andover Citizen on February 20 and February 27, 1986 and all abutters were notified by regular mail. The following members were present and voting: Mr. William Sullivan, Acting Chairman, Augustine Nickerson, Clerk, Raymond Vivenzio, Walter Soule, and Anna O'Connor. The petitioners seek a variance from the provisions Section 4, Para = graph 4.122(14) of the Zoning By Law so as to permit the remodeling of a third floor of existing building for an additional dwelling unit. Upon motion made by Mr. Vivenzio and seconded by Mr. Soule the Board voted unanimously to GRANT this variance so as to permit the remodel- ing of third floor of existing building for an additional dwelling and an exterior open stairway. The granting of this variance would help the Fosters financially in the upkeep of the property, and also provide an additional moderate income unit for North Andover. Sincerely, BOARD OF APPEALS /awt William Sullivan, Acting Chairman Abutter to Abutter ( x ) Building Dept. ( ) Conservation ( ) Zoning ( ) Town of North Andover Abutters Listina REQUIREMENT: MGL 40A, Section 11 states in part Tarties in Interest as used in this chapter shall mean the petitioner, abutters, owners of land directly oppositeon any public or private way, and abutters to abutters within three hundred (300) feet of the property fine of the petitioner as they appear on the most recent applicable tax fist, not withstanding that the land of any such owner is located in another city or town, the planning board of the city or town, and the planning board of every abutting city or town.' Subject Prouerty: MAP PARCEL 5 4 Abutters Properties MaD 5 5 5 5 5 5 5 5 5 5 5 5 5 Parce/ 1 2 5 7 8 9 10 11 12 13 15 16 55 Name William Donegan Name Address 114 Union Street Address Robert San Antonio V65 Beverly Street John McCarron ✓75 Sterling Lane Beveriy Street Trust r-92 Stanhope Road Sebastian Disalvo 03 Beverly Street John McGuire �V Beverly Street Lila Lee VM5 Beverly Street Stephen Bullis r ��U (� " 3 Perry Street Dennis Bibeau Perry Street James Cassidy t," Petry Street Richard Hamel VO Perry Street Amy Guay t_ZkPery Street Denise Corey ,56 Beverly Street 9 27 Jeffrey Boyle 1A Marblehead Street 9 29 Warren Crossfield _M Union Street 9 30 Francis Hayes t A01 Union Street 9 31 Daniel Hamel X55 Baltic Street 9 32 Robert Huard 58 Beverly Street 9 33 Sui Thu x,56 Beverly Street 9 34 Joyce Carr L22 Golden Oaks Drive 9 35 Joshua Amsler L-84 Beverly Street 9 36 Atlantic Realty Trust t,,82 Union Street 9 37 Edward Snell v96 Union Street 9 38 84 Union Street Trust \,,N Union Street 9 41 Stewart Realty Trust �1fl1 Marblehead Street 9 53 Richard Williams UI1T16 Beverly Street 9 54 9 64 Osgood Associates, LLCM Susan Hunt ,u � uV 815 Washington Street rrn+) 106 Union Street 9 77.0001 Jeseph Levis -A 99 Stonecleave Road 9 77.0002 Charlene Bobek \,98B Beverly Street 9 78 Rovert Mattheson v9 Colby La Byfield, MA 01922 This certifies that the names appearing on the records of a Assessors Office as of � 2a�3 Certified b _ate East Falmouth, MA 02536-4965 Salem, NH 03079 Page 1of 1 N3 Sh 17jve �i �� �lprvea�ry 6'S,S -754 3 9 Jif �i+Urtii SN�4�n,.�i }�a�ela luq k sp1,N S LIS "o� 'BeValz) !or -Prc,4 — X - f. 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I$ « � � 1: � 0 � � � ku N 8 26'6" ---> 10, addition TOWN OF NORTH ANDOVER ZON#NO BOARD OF APPEALS Procedure & Requirements for an Application for a Special Permit Ten (10) copies of the following information must be. submitted thirty U days prior to the first public hearing. Failure to submit the required information within the time periods prescribed may result in a dismissal by the Zoning Board of an.ap lication as incomplete. The information herein is an abstract of more specific requirements listed in the Zoning Board Rules and Regulations and is not meant to supersede them. The petitioner will complete items that are underlined STEP 1: ADMINISTRATOR PERMIT DENIAL: The petitioner applies for a Building Permit and receivers a.Permit Denial form completed by the Codes Administrator. STEP 2:. SPECIAL PERMIT APPLICATION FORM: Petitioner completes an application form to petition the Board of Appeals for a Special Permit_ All information as required in items 1 through and including 11 shall be completed. STEP 3: PLAN PREPARATION: Petitioner submits all of the required plan information as cited in Section 10 page 4 of this form. STEP 4: LIST OF PARTIES IN INTEREST: The petitioner requests -from the Assessors Office a certified list of Parties in Interest (abutters). SPECIAL PERMIT p1©RTIC 9SSALHt75�� STEP 6: SCHEDULING OF HEARING AND PREPARATION OF LEGAL NOTICE: The Office of the Zoning Board of Appeals schedules the applicant for a hearing date and prepares the legal notice for mailing to the parties in interest (abutters) and for publication in the newspaper. The petitioner is notified that the legal notice has been prepared and the cost of the Party in Interest fee. STEP 7: DELIVERY OF LEGAL NOTICE TO NEWSPAPER The petitioner picks up the legal notice from the Office of the Zoning Bo4d of Appeals and delivers the legal notice to the local newspaper for publication. STEP 8: PUBLIC HEARING BEFORE THE ZONING BOARD OF APPEALS: The petitioner should appear in his/her behalf, or be represented by an agent or attorney. In the absence of any;appearance. without due cause. -on.behalf of the petitioner, `the l3oard staali decide on the matter by using the information it hes otherwise receive: STEP 9: DECISION: After the hearing, a copy of the Board's decision will be sent to all parties in interest. Any appeal of the Board's decision may be made pursuant to Massachusetts General Law ch- 40A sec. 17, within twenty (20) days after the decision is filed with the Town Clerk. STEP 5: SUBMIT APPLICATION_: Petitioner submits one (1) original and 10 Xerox copies STEP 10: RECORDING CERTIFICATE OF DECISION of all the required information to the Town Clerk's Office PLANS. to be certified by the Town Clerk with the time and date The petitioner is responsible for recording certification of of filing_ The original will be left at the Town Clerk's the decision and any accompanying plans at the Essex Office, and the 10 Xerox copies will be left with the County North Registry of Deeds, 381 Common St., Zoning Board of Appeals secretary. Lawrence MA, and shall complete the Certification of Recording form and forward it to the Zoning Board of Appeals and the Building Department. i IMPORTANT PHONE NUMBERS: _ _ 978-688-9533 Office of Community Dev & Services 27.Chades Street North Andover, MA 01845 978-688-9542 fax for Community Development offices 978-688-9545 Building Department . 978-688-9541 Zoning Board of Appeals Office PACE 1 of 4 978-688-9501 Town Clerk's Office 978-688-9566 Assessor's Office. PACE 2 OF 4 Date & Time Stamp Application -for WIN I K NorthANDOVER Z• BOARD APPEALS 1. Petitioner: Name, address and telephone number: `The petitioner shall be entered on the legal notice and the decision as entered above. 2. Owners of Land: Name, Address and Telephone number and number of years under this ownership: 3. Location of Property: a. Street: l Zoning District b. Assessors. Map number. Lot Number: IV C. Registry of Deeds: Book Number_ 36. 0 Page Number: :3 L By -Law Sections under which the petition for the Special Permit is made. 3 0C Ez 0 /0 C?, ;t - Refer to the Permit Denial and Zoning By -Law Plan Review as supplied by the Building Commissioner. . Describe the Special Permit request: SA to �► n'�7i a� ®re - .QxtSLAO n a1- �o /QrM/Ay L_0 -� �Try Cjcjl-2 ie above description shall be used for the purpose of the legal notice and decision. A more detailed description is fuired pursuant to the Zoning Board Rules and Regulations as cited on page 4 of this application. Page 3 of 4 6.a Existing Lot: Lot Area Open Space r�S� Ft Application for a SPEC AL PERM1i NORTH AiVDOVER ZONING BOARD OF APPEALS g7.ao Percent Lot Frontage Parking Minimum Lot set Back ' Cover e e Fro,t Side A Sitd� B Rrea+r� 8. Petitioner and Landowner signature (s): Every application for a Special Permit shall be made on this form which is the official form of the Zoning Board of Appeals. Every application shall be filed with the Town Clerk's Office. It shall b he responsibility of the the`Town Clerk tioner to furnish all supporting documentation with this application. The dated copy application or the Zoning Board of Appeals does not absolve the applicant from this responsibility. The petitioner shall be responsible for all expenses for filing and legal notification. Failure to comply with application requirements, as cited herein and in the Zoning Board Rules and Regulations may result in a dismissal by th:!! 'ng Board of this application as incomplete. ��r� Type above name (s)here «I it) P6A til iM b. Proposed Lot (S): Lot Area Open Space Percent Lot Frontage Parking Feet Spaces Minimum Lot set Back ' Front Side A Side B Rear Sq. Ft. Sq. Ft. Coverage I� <?y %'D -�— �2 -�-- %c. Required Lot: (As required by Zoning By -Law) Lot Area Open Space Percent Lot Frontage Parkins Front * MinimumLot set Back ` Side A Side 8 Rear Sq. Ft" Sq. Ft. Coverage g s rJ µ R' % � 0 7. a. Existing Buildings: Ground Floor Number of Total Square feet Floors Sq. feet U5e of Building` Number of Units ` (� .) 1 31 %1 �Q �1,�1 qUI 'Reference Use Code numbers and Uses from the Zoning By-Lawitate umber of units in building. B. Proposed Buildings: Floor . Number of Total Square feet Floors Sq. feet Use of Building' NumberGround of Units 810 •Reference Use Code numbers and Uses from a Zoning Ordinance. State number of units in building - 8. Petitioner and Landowner signature (s): Every application for a Special Permit shall be made on this form which is the official form of the Zoning Board of Appeals. Every application shall be filed with the Town Clerk's Office. It shall b he responsibility of the the`Town Clerk tioner to furnish all supporting documentation with this application. The dated copy application or the Zoning Board of Appeals does not absolve the applicant from this responsibility. The petitioner shall be responsible for all expenses for filing and legal notification. Failure to comply with application requirements, as cited herein and in the Zoning Board Rules and Regulations may result in a dismissal by th:!! 'ng Board of this application as incomplete. ��r� Type above name (s)here «I it) P6A til iM PAGE 4OF4 SPECIAL PERMIT 9. WRITTEN DOCUMENTATION Application for a Special Permit must fie supported by a legibly written or typed memorandum setting forth in detail all facts relied upon. When requesting a Special Permit from the requirements of MGLA ch. 40A, and the North. Andover Zoning By-laws, all dimensional requirements shall be clearly identified and factually supported. Each point, 1-6 individually, is required to be addressed with this application. 1. The particular use proposed for the land or structure. 2. The specific site is an appropriate location for such use, structure or condition. 3. There will be no nuisance or serious hazard to vehicles or pedestrians. 4. Adequate and appropriate facilities will be provided for the proper operation of the proposed use. 5. The use is in harmony with the purpose and intent of t Zoning Bylaw. 6. Specific reference and response to the criteria required by the particular Special Permit for which this application is made (i.e. the Earth Removal Special Permit has unique criteria and submittal requirements.). 10. PLAN OF LAND Each application to the Zoning Board of Appeals shall be accompanied by the following described.plan. Plans must be submitted with this application to the Town Clerk's Office and ZBA secretary at least thirty (30) days prior to the public hearing before the Zoning,Board of appeals. A set of building elevation plans may be required when the application involves new construction/conversion/ and/or a proposed change in use. 10 A. Major Projects Major projects are those which involve one of the Following whether existing or proposed: 1) five or more parking spaces, H) three (3) or more dwelling units, M) 2000 square feet of building area. Wajor Projects shall require that in addition to the above eatures, plans must show detailed utilities, soils, and opographic information. *10. B. *Plan Specifications: n Size of plan: Ten (10 ) paper copies of a plan not to exceed 11 "x17", preferred scale of 1 7=403 . H) One -(1) Mylar. IIn Plan prepared by a Registered Professional Engineer and/or Land Surveyor, with a block for five (5) ZBA signatures and date.indicated on the Mylar. *10 C. *Features To Be Included On Plan: 1) Site Orientation shall include: I. north point 2. zoning district (s) 3. names of streets 4. wetlands (if applicable) 5. abutters of property, within 300' radius 6. locations of buildings on adjacent properties within 50' from applicants proposed structure 7. deed restrictions, easements. In Legend & Graphic Aids: 1. Proposed features in solid lines & outlined in red 2. Existing features to be removed in dashed lines 3. Graphic Scales 4. Date of Plan 5. Title of Plan 6. - Names addresses and phone numbers of the applicant, owner or record, and designer or surveyor. 10 D MirtorProjects Minor projects, such as decks, sheds, and garages, shall require only the plan information as indicated with an. asterisks (*). In some cases further information may be required 11. APPLICATION FILING FEES A. Notification fees: Applicant shall provide a check or money order to: "Town of North Andover - #022-1760-4841' for the cost of first class, certified, return receipt ($4.42 as of November 2003) x # of all parties in -interest identified in MGLA ch. 40X§1 on the abutter's list for the legal notice check. Also, the applicant shall supply first class postage stamps (currently 37¢) x'the # of parties of interest on the abutter's list for the decision mailing. B. Mailing labels: Applicant shall provide four (4) sets. of mailing labels -no larger than 1"x2-5/8" (3 copies for the Legal mailing and one copy for the Decision mailing). C. Administrative fee of $50.00 per application. ► ► ► ► A Special Permit once granted by the ZBA will lapse in 2 (two) years if not exercised and a new petition must be submitted. 4 4 N°Rr{r Zoning Bylaw Review Form Town Of North Andover Building Department 27 Charles St. North Andover, MA. 0184.5 Phone 978-688-9545 Fax 978-688-9'542 Street: //% // r✓Nll7 N . S f— Ma /Lot: G- Setback Variance Applicant: Wj//rAm v- RSh.A VA>4 _A Request: /VX460 Adcl,17cjv e Date: f$ d Please be advised that after review of your Application and Plans that your Application is DENIED for the following Zoning Bylaw reasons: Zoning 19 Remedy for the above is checked -below Item # Special Permits Planning Board Item Notes G- Setback Variance Item Parking Variance . Frontage Exception Lot Special Permit Lot Area Common Driveway Special Permit F Frontage Variance for Sign 1 Lot area Insufficient Independent Elderly Housing Special Permit 1 Frontage Insufficient ENotesA 2 Lot Area Preexisting �l 2 Frontage�Complies �( Special permit for preexisting / nonconforming 3 Lot Area Complies 3 Preexisting frontage 4 Insufficient Information 1 4 Insufficient Information B Use 5 No access over Frontage 1 Allowed G Contiguous Building Area 2 Not Allowed 1 Insufficient Area 3 Use Preexisting 2 Complies 4 Special Permit Required ---S 3 1 Preexisting CBA 5 Insufficient Information 4 Insufficient Information C Setback H Building Height 1 All setbacks comply 1 Height Exceeds Maximum 2 Front Insufficient 2 Complies 3 Left Side Insufficient 1 3 Preexisting Height 4 Right Side Insufficient . 9r5 +Add fila 1 4 Insufficient Information 5 Rear Insufficient l Building Coverage 6 Preexisting setback(s) ye5 1 Coverage exceeds maximum 7 Insufficient Information 2 Coverage Complies D Watershed 3 Coverage Preexisting r{ 1 Not in Watershed e 5 4 Insufficient Information 2 In Watershed d Sign 3 Lot prior to 10/24/94 j 1 Sign not allowed 4 Zone to be Determined 2 Sign Complies 5 Insufficient Information 3 Insufficient Information E Historic District K Parking 1 1n District review required 1 More Parking Required 2 Not in district qrs 2 1 Parking Complies 3 Insufficient Information 3 1 Insufficient Information 4 1 Pte -existing Parkin - Remedy for the above is checked -below Item # Special Permits Planning Board Item # Variance Site Plan Review Special Permit G- Setback Variance Access other than Frontage Special Permit Parking Variance . Frontage Exception Lot Special Permit Lot Area Variance Common Driveway Special Permit Height Variance Congregate Housing Special Permit Variance for Sign Continuing Care Retirement Special Permit Special Permits Zoning Board Independent Elderly Housing Special Permit Special Permit Non -Conforming Use ZBA Large Estate Condo Special Permit Earth Removal Special Permit ZBA Planned Development District Special Permit Special Permit Use not Listed but Similar Planned Residential Special Permit Special Permit for Sign R-6 Density Special Permit �( Special permit for preexisting / nonconforming Watershed Special Permit The above review and attached explanation of such is based on the plans and information submitted. No definitive review.and or advice shall be based on verbal explanations by the applicant nor shall such verbal explanations by the applicant serve to provide definitive answers to the above reasons for Any inaccuracies, misleading information, or other subsequent changes to ttWinfomiation submitted by the applicant shall be grounds for this. review -to be voided at the discretion of the Building Department. The attached document titled `Plan Review Narrative" shall be attached hereto and incorporated.tierein by reference. The building department will retain all plans and documentation for the above file. You must file a view permit application form and begin the permitting process,. (' q ull ing Department Official SignatVp Application Received Application Denied Plan Review Narrative _ The following narrative is provided to further explain the reasons for DENIAL forthe APPLICATION for the property indicated on the reverse side: /tlU✓- c rrN K//rNl� v �t0 c5.� ve T//r�_ 15 /S I`P vinvgr e np Oftel i< /e— Referred To; Fire Health Police onihq Board Conservation De artment of Public Works Planning Historical Commission Other Building Department Special Permit: We are requesting a variance for additional living space. 2. Yes, We are in a residential area that is currently going through positive changes due to the fact that more construction, additions and renovations are taking place. Our proposed plan will fit with the current changes in our neighborhood and improve the appearance of our neighborhood. 3. There will be no nuisance or hazard to vehicles or pedestrians as it is just additional living space with the replacement of an existing garage. Proper care and clean up of he site will take place daily. 4. The proposed addition will be equipped with water, sewer, electric and gas utilities as is currently equipped in our house. 5. The use is in harmony with the purpose and intent of the zoning bylaws. NpRT1, sib �• • ee ; i ala A, .•�.�J lk TOWN OF NORTH ANDOVER MASSACHUSETTS BOARD OF APPEALS Mr. Daniel Long, Town Clerk. Town Office Building North Andover, 14A 01845 Dear Mr. Long: March 21, 1986 Petition: #77-86 K.M.T.K. Realty Trust Brendan P. Foster, Trustee 460 Stevens Street North Andover, MA 01845 The Board of Appeals held a public hearing on Tuesday, March 11, 1986 upon the application of K.M.T.K. Realty Trust, Brendan P. Foster, Trustee, 11.4/116 Union Street, North Andover, MA 01845. The hearing was advertised in the North Andover Citizen on February 20 and February 27, 1986 and all abutters were notified by regular mail. The following members were present and voting: Mr. William Sullivan, Acting Chairman, Augustine Nickerson, Clerk, Raymond Vivenzio, Walter Soule, and Anna O'Connor. The petitioners seek a variance from the provisions Section 4, Para= graph 4.122(14) of the Zoning By Law so as to permit the remodeling of a third floor of existing building for an additional dwelling unit. Upon motion made by Mr. Vivenzio and seconded by Mr. Soule the Board voted unanimously to GRANT this variance so as to permit the remodel- ing of third floor of existing building for an additional dwelling and an exterior open stairway. The granting of this variance would help the Fosters financially in the upkeep of the property, and also provide an additional moderate income unit for North Andover. Sincerely, BOARD OF APPEALS William Sullivan, Acting Chairman /awt J Abutter to Abutter ( x ) Building Dept. ( ) Conservation ( ) Zoning ( ) Town of North Andover Abutters Listina REQUIREMENT: MGL 40A, Section 11 states in part "Parties in Interest as used in this chapter shall mean the petitioner, abutters, owners of land directly opposkeon any public or private way, and abutters to abutters within three hundred (300) feet of the property line of the petitioner as they appear on the most recent applicable tax lst, not withstanding that the land of any such owner Is located in another city or town, the planning board of the city or town, and the planning board of every abutting city or town.' Sublect Property: MAP PARCEL Name Address 5 4 William Donegan 114 Union Street Abutters Proroortfas MaD Parcel Name Address 5 1 5 2 Robert San Antonio 65 Beverly Street 5 5 John McCarron 75 Sterling Lane 5 7 Beverly Street Trust 92 Stanhope Road 5 8 Sebastian Disalvo 93 Beverly Street 5 9 John McGuire 97 Beverly Street 5 10 Lila Lee 105 Beverly Street 5 11 Stephen Bullis 5 Perry Street 5 12 Dennis Bibeau 9 Perry Street 5 13 James Cassidy 13 Perry Street 5 16 Richard Hamel 21 Perry Street 5 16 Amy Guay 23 Perry Street 5 55 Denise Corey 85 Beverly Street 9 27 Jeffrey Boyle 65 Marblehead Street 9 29 Warren Crossfield 93 Union Street 9 30 Francis Hayes 101 Union Street 9 31 Daniel Hamel 55 Baltic Street 9 32 Robert Huard 58 Beverly Street 9 33 Sui Thu 56 Beverly Street 9 34 Joyce Carr 22 Golden Oaks Drive 9 35 Joshua Amsler 84 Beverly Street 9 36 Atlantic Realty Trust 92 Union Street 9 37 Edward Snell 86 Union Street 9 38 84 Union Street Trust 84 Union Street 9 41 Stewart Realty Trust 101 Marblehead Street 9 53 Richard Williams 106 Beverly Street 9 54 Osgood Associates, LLC 815 Washington Street 9 64 Susan Hunt 106 Union Street 9 77.0001 Jeseph Levis 199 Stonecleave Road 9 77.0002 Charlene Bobek 98B Beverly Street 9 78 Rovert Mattheson 9 Colby La Byfield, MA 01922 This certifies that the names appearing on the records ofa Assessors Office as of 2Z3 Certified b _ ;gi�' East Falmouth, MA 02536-4965 Salem, NH 03079 Page 1of 11 Garage to be razed Sim :NVC, `IprQ4?, PQ 9�s�-68i:3 -`Ic�39 co'u^ -~> ` . " | ' , 70'--> | / addition - _ ASSESSORS MAP 5 PARCEL 5 N/F MC CARRON NORTH ANDOVER BOARD OF APPEALS DATE OF FILING: DATE OF HEARING: DATE OF APPROVAL: USNA#114V.DRG PLAN OF LAND IN NORTH ANDOVER, MASS. OWNED BY WILLIAM T DONEGAN SCALE: I"= 20' DATE:8/19/2004 0' 20' 40' 60' Scott L. Giles R. P. L. S. Frank. S. Giles R. P. L. S. 50 Deer Meadow Road North Andover, Mass. UNION s� STREET 4, #114#116 .20 ti 2 Q EXIST. HSE. ASSESSORS MAP 5 a FND. PARCEL 4 I LOT 'A' 10,938 S.F.+/- 60' V- PROPOSED ADDITION 30' 34' EXIST. GAR. p TO BE RAZED N REPLACED WITH NEW GARAGE 95.00' ASSESSORS MAP 5 PARCEL 55 N/F COREY 20 THE PROPERTY LINES SHOWN ARE THE LINES DIVIDING EXISTING OWNERSHIPS, AND THE LINES OF STREETS AND WAYS SHOWN ARE THOSE OF PUBLIC OR PRIVATE STREETS OR WAYS ALREADY ESTABLISHED, AND NO NEW LINES FOR DIVISION OF EXISTING OWNERSHIP OR NEW WAYS ARE SHOWN. 31' NOTE: THE ZONING DISTRICT IS R4. j m THIS IS TO CERTIFY THAT I HAVE CONFORMED WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS IN PREPARING THIS PLAN DENCO, ENGINEERING STRUCTURAL ENGINEERS 148 PARK STREET NORTH READING, MA 01864 V: 978.664.6733 F: 978.664.9233 December 30, 2005 Mr. Gerald Brown Inspector of Buildings Building Department 400 Osgood Street North Andover, MA 01845 Re: Applicable Use of Reddi-Form System for Bill Donegan Residence Addition 114 Union Street, North Andover, MA 01845 Dear Mr. Brown: Denco Engineering has reviewed the attached documentation provided by Reddi-Form Incorporated entitled Construction Guidelines and referenced it with the Massachusetts State Building Code 780 CMR, Sixth Edition and drawings submitted by Bill Donegan. Our review concludes that the Reddi-Form system, when constructed per the minimum specifications of the Construction Guidelines and per the minimum requirements of Article 36 of the Code, is structurally adequate and satisfies the applicable structural sections of the Code. Additionally, we have reviewed and provided supplemental recommendations/guidelines regarding construction techniques with Bill Donegan to help ensure the proper and safe installation and performance of the Reddi-Form system for his residence. Please contact us if you have any further questions or comments regarding this letter. Very Truly Yours, DENCO ENGINEERING AMAY, 4 Daniel W. Smith, E.I.T. Project Engineer CADocuments and Settings\Owner\Local Settings\Temporary Internet Files\Content.IE5\"LVQQBL\LTR123005Bi1I Donegan.doc Kenneth Dennison, P.E. Chief Engineer RECEIVED JAN 9 2005 o44o-BUILDING DEPT. "Olt Nd OMFrReS stem ♦Wall Forming Y Stay-In-P�ace Insulated Construction Guidelines & Structural Notes Reddi-Form is in compliance with the following organizations: BOCA: Compliance Report #90-81 The Department of Housing and Urban Development (HUD) Federal Housing Authority (FHA) Oregon Department of Energy ICBO Evaluation Service Report No. 5194 Prescriptive Code International Residential Code Puerto Rico Approved The following techniques are helpful when building with the Reddi-Form system. Personal expe- rience and/or field conditions may result in variances of these techniques. However, building codes and standard construction practices must always be followed. THESE ARE CONSTRUCTION REC- OMMENDATIONS - NOT DESIGN SPECIFICATIONS. It is highly recommended that a licensed architect or engineer provide design plans and specifica- tions for approval by the proper authorities local to the project. Reddi-Form Consulting Engineers: R. L. Engineering, Inc. Tel. #(201)391-5855 Fax. #(201)391-5837 I/rZPolystyrene We've chosen to manufacture Reddi-Form with Modified Expanded (EPS) foam because of its fire performance, structural CC performance, and environmental advantages. Modified EPS contains no formaldahydes or toxic chemicals, and uses fewer resources to manufacture than other insulation products. EPS Reddi-Form provides you with superior thermal performance to better insulate is CFC -free your buildings, and no harmful CFC's have ever been used to eil�' sa �r manufacture it. You can now recycle your job site scrap through a network of 0. a manufacturers, reprocessors, and retailers across the country. EPS fo�lLentaD]4 is a valuable resource than can be remanufactured into foam packaging or made into an amazing array of polystyrene products from office supplies to video cassette cartridges. To locate your nearest EPS collection site, call the 6 RECYCLING HOTLINE at 1-800-944-8448 PS Recycle job site scrap. You'll be helping us to protect the environment. Copyright © 1997 by Reddi-Form Incorporated. All rights reserved. The information and illustrations in this publication are the property of Reddi-Form Inc. and may not be used or reproduced in any way or means without the express written consent of Reddi-Form Inc. Revised date: January 1, 2003 Construction Guidelines Table of Contents FACTS ABOUT REDDI-FORM EXPANDED POLYSTYRENE (EPS)......................................1 THE FLEXIBILITY OF REDDI-FORM..................................................................................2 SECTION 1 - BASIC MATERIALS AND TOOLS NEEDED.....................................................3 SECTION 2 - DESCRIPTION OF BASIC COMPONENTS......................................................4 FORMS........................................................................................................................................................................4 PLASTICFASTENING STRIPS......................................................................................................................................4 REINFORCEMENT......................................................................................................................................................4 CONCRETE.................................................................................................................................................................8 SECTION 3 - BASIC INSTALLATION (GETTING STARTED)................................................9 FOOTINGS..................................................................................................................................................................9 LAYOUT:....................................................................................................................................................................10 SECTION 4 - ERECTING THE WALL..................................................................................14 REINFORCEMENT....................................................................................................................................................14 BRACING...................................................................................................................................................................15 OPENINGS................................................................................................................................................................18 TYPICAL DOOR AND WINDOW LINTEL.................................................................................................................20 ESTIMATING MATERIAL REQUIREMENTS...............................................................................................................21 FINAL CHECK AND POURING NOTES.....................................................................................................................21 FINALCHECK...........................................................................................................................................................25 NOTESON BACKFILLING........................................................................................................................................25 SECTION 5 - FASTENING TO THE REDDI-FORM WALL...................................................26 FLOORS, WALLS & ROOFS........................................................................................................................................26 FINISHES...................................................................................................................................................................28 PLUMBING, ELECTRICAL AND DRYWALL................................................................................................................30 MOLDING.................................................................................................................................................................30 SECTION 6 - MISCELLANEOUS DETAILS ..........................................................................32 ARCHITECTURAL SPECIFICATIONS.........................................................................................................................62 REDDI-FORM LENGTH CONVERSION CHART.........................................................................................................66 SECTION 7 - A PARTIAL LIST OF PRODUCTS COMPATIBLE WITH THE REDDI-FORM WALL SYSTEM........................................................................75 ILLUSTRATIONS: FIGURE 1 - Description of Reddi-Form Forms............................................................................................................5 FIGURE2 -The Pilaster Block.....................................................................................................................................6 FIGURE 3 - Reddi-Form Plastic Nailing Strips.............................................................................................................7 FIGURE 4 - Reddi-Form No -Tie and Standard Rebar Chairs........................................................................................7 FIGURE 5 - Basic Components of the Reddi-Form System.........................................................................................8 FIGURE 6 - Footings and Layout Courses.................................................................................................................10 FIGURE 7 - Starting and Overlapping Corner Pattern..............................................................................................1 l FIGURE 8 - Example of Staggered Pattern................................................................................................................11 FIGURE9 - Angle Cuts...............................................................................................................................................13 FIGURE 10 - Plastic Nailing Strip...............................................................................................................................13 Reddi-Form, Inc. Construction Guidelines ILLUSTRATIONS(continued): FIGURE 11 - Placement of the Reddi-Form No -Tie Rebar Chairs..........................................................................14 Fl FIGURE 12 - Building Corner Braces After Fourth Course Has Been Erected........................................................15 F2 FIGURE13 - Bracing Methods................................................................................................................................16 F3 FIGURE 14 - Using a Horizontal Kicker..................................................................................................................17 F4 FIGURE 15 - Reddi-Form Wall Brace and Scaffold..................................................................................................17 F5 FIGURE 16 - Openings and Header Construction..................................................................................................19 F6 FIGURE 17 -Typical Lintel Cross Sections..............................................................................................................20 F7 FIGURE18 - Hopper..............................................................................................................................................22 F8 FIGURE 19 - Beginning the Concrete Pour............................................................................................................23 F9 FIGURE 20 - Correcting a Blowout or Bulge..........................................................................................................25 RI FIGURE 21 - Sill Plate Showing Different Bearing Situations..................................................................................27 R2 FIGURE 22 - Installation of Joists Using Anchor Bolts............................................................................................28 R3 FIGURE 23 - Electrical and Plumbing......................................................................................................................31 R4 FIGURE24 - Brick Ledge Detail ..............................................................................................................................59 MISCELLANEOUS DETAILS: CAD READY DETAILED DRAWINGS AVAILABLE ON DISK Reddi-Form Piling Support ............................................................................................................................CAD, Fl Shingles or Siding Exterior Slab on Grade with Trench Footing and Stem Wall ............................................CAD, F2 Wood or Shingle Exterior Monolithic Slab Reddi-Form Wall Junction ..........................................................CAD, F3 Brick Veneer with Reddi-Form Block............................................................................................................CAD, F4 Brick Exterior and Reddi-Form Wall Junction................................................................................................CAD, F5 Brick Exterior Slab on Grade with Trench Footing and Wall Junction ..........................................................CAD, F6 Basement and Wall Footing Detail ..................................................................................................................CAD, F7 Monolithic Slab with Reddi-Form Wall ..........................................................................................................CAD, F8 Slab on Grade with Trench Footing and Stem Wall........................................................................................CAD, F9 Wood or Shingle Exterior Wall Top Plate with Wood Framing and Typical Eave Overhang ..........................CAD, RI Brick Exterior Wall Top Plate with Wood Framing and Typical Eave Overhang ............................................CAD, R2 Exterior Finish System Wall Top Plate with Wood Framing and Typical Eave Overhang ..............................CAD, R3 Flat Roof Construction with Open Web Steel Joist......................................................................................CAD, R4 Wood Siding Exterior Floor and Foundation Wall Junction with Wood Framing........................................CAD,W2 Brick Exterior Floor and Foundation Wall Junction with Wood Framing ....................................................CAD, W3 Brick Exterior Floor and Wall Junction with Wood Floor Joist....................................................................CAD, W4 Brick Exterior Floor and Wall Junction with Open Web Steel Joist..............................................................CAD, W5 Brick Exterior Floor and Wall Junction with Precast Concrete Floor ..........................................................CAD, W6 Exterior Finish System Floor and Wall Junction with Wood Framing and Exterior Finish ..........................CAD, W7 Exterior Finish System Floor and Wall Junction with Open Web Steel Joist................................................CAD,W8 Exterior Finish System Floor and Wall Junction with Precast Concrete Floor............................................CAD,W9 Typical Door and Window Lintel Details....................................................................................................CAD, SUI Typical Door and Window Lintel Details....................................................................................................CAD, SU2 Installation of Joists Using Anchor Bolts......................................................................................................CAD, D 1 Head, Jamb, and Sill Detail with Brick Veneer..............................................................................................CAD, D2 Head, Jamb, and Sill Detail with Exterior Finish............................................................................................CAD, D3 Typical Pilaster Construction........................................................................................................................Page 60 Charts: Wall Reinforcement average, Wall Heights, Wind, Loading and Lentils Minimum Vertical Wall Reinforcement forBasement Walls............................................................................Page 66 Minimum Vertical Wall Reinforcement for Above Grade Walls......................................................................Page 67 Design Wind Pressure & Minimum Vertical Wall Reinforcement..................................................................Page M Minimum Horizontal Wall Reinforcement & ASTM Standard Reinforcement Bars ........................................Page 69 Reddi-Form Lintels in Load Bearing Walls......................................................................................................Page 70 Stirrups in Load -Bearing Walls........................................................................................................................Page 71 Reddi-Form, Inc. Construction Guidelines FACTS ABOUT REDDI-FORM EXPANDED POLYSTYRENE (EPS): EPS is manufactured from expandable polystyrene beads containing a hydrocarbon blowing agent and a flame-retardant additive. It is a closed cell, lightweight, resilient, foamed plastic composed of hydrogen and carbon atoms. There are two common types of polystyrene foam, extruded poly- styrene, XEPS (popularly known by it's Dow trademark, Styrofoam) and expanded polystyrene (EPS). Both expanded polystyrene and extruded polystyrene are used extensively as thermal insulation in industrial, commercial and residential construction. During the processing of EPS, steam heat softens the beads and causes the blowing agent to expand to produce moisture -resistant multi -cellular particles which increase in size up to 40 times their original volume. Following a period of stabilization, during which time the beads lose their moisture, the blowing agent condenses out and air diffuses into their cellular structure, the pre -expanded beads are mold- ed into Reddi-Form blocks. Tolerances of molded EPS .05% per foot. The benefits of EPS thermal insulation products are: it's lightweight, has stable long term thermal resistance, no R -value loss over time,* and cost effectiveness when compared to other rigid board insulation's on the basis of R -value. Is EPS a water, vapor or air barrier? EPS is considered water resistant and vapor permeable and at the density and thickness of Reddi- Form blocks, the material acts as both a vapor retarder and an air barrier. This characteristic essen- tially moves the dew point to the exterior side of the concrete wall, minimizing interior humidity in the summer, and at the same time eliminates air infiltration in all seasons which is recognized as a major cause of R -value loss in fiberglass insulation. Since houses built with Reddi-Form are extremely airtight, the use of an air exchanger or heat recovery ventilation system is recommended. Is EPS foam toxic? EPS is an inert, non -biodegradable organic plastic foam which will not rot and is highly resistant to mildew. According to National Bureau of Standards Combustion Tests, data collected from seven labs concluded that under the worst case fire scenario, fumes from EPS are no more toxic than those from wood (Douglas Fir). 11985 Study conducted by Structural Research, Inc. for NRCA, MRCA, and SPI. Reddi-Form, Inc. Construction Guidelines Is EPS Flammable? The requirements of all the major code organizations for foam plastics is that they have a flame spread of not more than 75 and a smoke development rating of not more than 450. The foam used in Reddi-Form has a flame spread rating of 15 and a smoke development rating of 125 based on ASTME84-87 tests, well below the code requirements. Ignition/Temperatures of Various Products Source: Fire Prevention handbook, 17th Edition The chart illustrates both Pine and White Oak ignite at a much lower temperatures than modified E.P.S. The Flexib' 'ty of Reddi-Form: Reddi-Form was designed to be the least expensive and the most versatile ICF on the market. Some reasons for this... 1. The weight of the 6" core block is 501bs per square foot including concrete and steel. This makes it ideal for curtain walls in high rise construction. It can reduce the dead weight design on beams and columns. This is also an advantage when designing in seismic areas. 2. High retaining walls can be designed as Free Standard Tolerance by reducing the need for large footings. It also can be scribed to rocky areas thereby reducing the need for extra blasting. 3. Ideal for theatres and areas where sound reduction is necessary. 4. Circles, Curves, and Arches are very easily done with Reddi-Form. No plaster or metal to deal with. Reddi-Form, Inc 2 Self Ignition Temperature °C T Paper 230 445 Pine 207 406 White Oak 210 410 Modified E.P.S. 491 915 Source: Fire Prevention handbook, 17th Edition The chart illustrates both Pine and White Oak ignite at a much lower temperatures than modified E.P.S. The Flexib' 'ty of Reddi-Form: Reddi-Form was designed to be the least expensive and the most versatile ICF on the market. Some reasons for this... 1. The weight of the 6" core block is 501bs per square foot including concrete and steel. This makes it ideal for curtain walls in high rise construction. It can reduce the dead weight design on beams and columns. This is also an advantage when designing in seismic areas. 2. High retaining walls can be designed as Free Standard Tolerance by reducing the need for large footings. It also can be scribed to rocky areas thereby reducing the need for extra blasting. 3. Ideal for theatres and areas where sound reduction is necessary. 4. Circles, Curves, and Arches are very easily done with Reddi-Form. No plaster or metal to deal with. Reddi-Form, Inc 2 Construction Guidelines SECTION 1 BASIC MATERIALS AND TOOLS NEEDED Hot Wire Cutter or Handsaw Foam Dispensing Gun Cordless Drill Key Hole Saw Chalk Line Rebar Bender Cutter Scaffolding Scaffold Planks Step Ladder Tape Measure 4,, Level Level Transit Snap Ties and Hair Pins/ OLYLOG Screws Hammer 3 Reddi-Form, Inc. Construction Guidelines SECTION 2 DESCRIPTION OF BASIC COMPONENTS FORMS COME IN TWO SIZES The six inch REDDI-FORM stay -in-place forms are 9-5/8"W x 48"L x 12"H, with five vertical 6" cores. The eight inch REDDI-FORM stay -in-place forms are 12"W x 48" x 12"H with four verti- cal 8" cores. The forms come in four basic shapes: a Standard form; a Corner form, a Closed End form (FIGURE 1); and a Pilaster form (FIGURE 2). All forms are reversible (side-to-side and top to bottom) and interlock without regard to direction. Therefore, the corner form can be used for right and left hand corners. The corner form becomes a "tee" form by cutting a core depression into the closed side of the form (FIGURE 1). The design of the interlocking teeth assures that the vertical cores align whether running in a straight line or at Wangles. angles. Lines on the forms between cores indicate cutting locations. PLASTIC FASTENING STRIPS A plastic fastening strip (FIGURE 3), which is not an integral part of the Reddi-Form system is available. This strip is inserted into the top and bottom of adjacent rows of blocks and forms a continuous horizontal line between rows to which any material can be screwed or nailed. The horizontal placement provides for easy location of the strip at any point, reducing cutting and waste. They are designed to be used on every third course. The plastic fastening strip is designed to be used in combination with Reddi-Form or EPS com- patible adhesives to fasten furring strips or drywall to the Reddi-Form system. In other systems, the ties which hold the forms together, whether plastic or metal also serve as fastening surfaces. The ties are set vertically and are an integral part of those systems. This placement makes locating the fastening surface more difficult and can result in increased cutting and waste. SEE SECTION FIVE for more details. REINFORCEMENT Refer to the Structural Chart on page 65 in Section 6 "Miscellaneous Details" for the proper amount and placement of reinforcing rods. An engineer who is familiar with conditions local to the construction project should check any design to assure its adequacy. Rebar must be placed Reddi-Form, Inc. 4 Construction Guidelines within ACI tolerances. It is strongly recommended that rebar be placed using REDDI-FORM Rebar Chairs and/or No -Tie Rebar Chairs. These practical rebar chairs are designed to eliminate tying, ensuring better placement of the steel (FIGURE 4). The structural chart used in this manual refers to walls using the rebar chair. The design of the chairs gives maximum structural efficiency to the REDDI-FORM wall. FIGURE 1 Description of Reddi-Form Forms A.) Horizontal Core Depressions D.) Connecting Webs C.) Interlocking Teeth D.) Cut Lines between cells E.) Vertical Cores F.) To create a "Tee" form using a corner g8- form, cut a coe depression in the p location indicated. Closed End Form Standard Form t-- A. Corner Form Pilaeter Form 5 Reddi-Form, Inc. Construction Guidelines FIGURE 2 The Pilaster Block 'ersatile Tool Used in Construction of Your Reddi-Form Walls" ter Form The Pilaster Form can be used a5 a full form, or cut and used in 5ection5 of 3 blocks, 2 blocks, or 1 block. It can be used to build pilasters Simply. With the appropriate areas cut out of the Pilaster Form, it can be used a5 a: B. A.) Standard Form B.) Corner or "Tee" Form C.) Closed End Form Simply cut out the foam where you need to tie it into your wall 5yotem. A. 1 ,e. 11. Reddi-Form, Inc. 6 Construction Guidelines la5tic Nailing 5trip5, �--`� provide a continuous horizontal fastening surface, eliminates the need to locate centers. Continuous strip eliminates waste of drywall or siding. Standard I Rebar Chair yf R �— See Fastening Section 5 FIGURE 3 Plastic Nailing Strips Standard rebar pa55es through opening n no -tie rebar chair and aligns rebar in orm cells. The No -Tie Rebar Chair i5 placed between the interlocking teeth. This 5upport5 the vertical Re -Bar in the center of the cell during pour. (5ugge5ted use i5 three per 8 foot wall.) Standard Re -Bar Chair i5 placed in between the cello in slot provided. This 5upport5 the horizontal Re -Bar during pour. See #1 FIGURE 4 Reddi-Form No -Tie and Standard Rebar Chairs 7 Reddi-Form, Inc. Construction Guidelines CONCRETE Standard applications require a minimum 3,000 IN mix concrete. It is recommended that it be poured at a 4" to 6" slump, with a maximum aggregate size of 1/2"; pea gravel works best. Placement of the concrete is most easily accomplished using a small concrete pump with a 2" to 2 1/2" hose. However it can also be placed by hand, bucket or boom truck. Do not pour at high slumps 7" or greater. This will increase pressures on the form, this could create floating and will reduce the concrete strength. (All the basic system components are shown and described in FIGURE 5.) FIGURE 5 Basic Components of the Reddi-Form System A. A.) The. Reddi-Form Forms Ir` - Horizontal and - ��. Reinforcing,2.) Corner .� 1� �► ���� Ire �„ C. 1 I., G.. - and L3earno Created using E.) Flaotic5tripo Reddi-Form, Inc. 8 Construction Guidelines SECTION 3 BASIC INSTALLATION (GETTING STARTED) DESIGN NOTE: The REDDI-FORM building system is manufactured in a 9.6" module for 6" core and 12" module for 8"core. The Length Conversion Chart on page 66 in Section 6 "Miscellaneous Details" will be of great importance if you decide to design and build with REDDI-FORM. If your structure is already designed and cannot be converted to REDDI-FORM modules, don't worry, any length wall can be built. This will require some cutting of the forms at odd modules. FOOTINGS (FIGURE 6) 1) Footings should be, level and not less than 16 inches wide for 6"core and 20" for 8"core. The footings can be keyed or rebar may be pinned or cast in place. If for any reason footings are not level, foam blocks can easily be scribed and cut, or use foam shims and fill the gaps with spray foam to level the first course. 2) After the footing is poured and set, a layout is marked as in any standard construction project. Along the outside of the layout lines, a wood shoe is tack -nailed into the footing. Scrap 2 x 4 or 5/4 lumber works well for this task. The wood shoe need only be continuous along corners and angles. 3) A good alternative method is to use a light gauge 1"x 2" U -Channel. this material is inexpensive and does not need to be removed. The channel is nailed to the footing on your building line. The form will then fit inside the channel preventing it from moving from side-to-side, off the building line and eliminating the need for another shoe on the inside wall as described in 2) above. (See FIGURE 6) 4) In cases where you encounter slopping grades, one of the things that can be done in this case is to create grade beams. Check with Reddi-Form or your local architect and engineer. This will eliminate the need to form and pour step footings, and will reduce your overall costs and increase the overall speed of construction. 5) Stepped footings are unnecessary with poured walls. Simply create a grade bean check with your engineer as to the size and placement of steel. Note: Other methods can be used in place of the wooden shoes or light gauge metal U -Channel: a) Create a key in the footing with a 2 x 10. This will provide a location into which you can lay your first course of block; b) Set the form directly in wet cement and level it. c) Simply Glue the block in place. Easiest Option. These methods are more complicated and require exacting measurements. Important: Take extra time to pour and level the footings to a 1/4" This will save you many hours later. 9 Reddi-Form, Inc. Construction Guidelines LAYOUT FIGURE 6A 9 Jump Footings Discontinuous footings word fine for concrete walls, which can be reinforced to take the loads. A typical situation where a garage stemwall abuts a main basement wall can be handled by reinforcing the short section of wall that spans the opening with two #4 bare at the top and the bottom. extending 3 feet into each adjoining section of wall abovo the foot- ing. This solution is limited to a 4 -foot maxi- mum span and a 5 -foot maximum change in elevation. I the walls are at right angles, the rear has to be bent accordingly. 1) To achieve the best results, layout a complete first course of forms starting at the corners and working toward the center of the walls, then follow with a second course to complete layout courses. 2A) 6" Core. Second course is started at the corners. (See Fig. 7.) A corner block is cut at the cell line as pictured between the third and fourth cells. This starts the over lapping pattern. This pattern or bond keeps the walls straight. Start each corner in this fashion and proceed to the center of the wall. 2B) 8" Core. Again second course is started at the corners. The corner block is cut. at the cell line between the third and fourth cell. 2C) Note. The third course is the same as the first course and the fourth is the same as the second. This creates the bond. Continue in this fashion until the wall is to the correct height. 3) Where the forms meet in the center of the wall, they should butt loosely. Cut forms as needed with a hand saw or hot wire cutter. As courses are built, align the joints, using short pieces of the plastic strip to keep wall in line. Us an EPS compatible adhesive at the cut joints. After the wall has been erected use short pieces of plastic strip to align the wall and keep the small piece secure. Reddi-Form, Inc. 10 Construction Guidelines FIGURE 7 Starting an Overlapping Corner Pattern (6" core shown) FIGURE 8 Starting an Overlapping Corner Pattern (8" core shown) 11 Reddi-Form, Inc. Construction Guidelines A Helpful Hint on Maintaining Straight and Plumb Walls At the center of the wall where the cuts occur, mark these cuts with a magic marker. These cuts should remain the same in the entire height of the wall if not then the wall will be out of plumb. 5) After the layout courses of forms are placed and checked, a second shoe of 5/4 or 2 x 4 is secured to the footings around the inside surface of the wall. This helps to keep the wall on the building line during assembly and pouring. If a metal U -Channel is used, this is not necessary. Another method would be simply to glue form to footing using Reddi-Foam. It is important that the entire layout be checked for compliance with the plan dimensions and is square. 6) Angle cuts can easily be made using Reddi-Form's Hot Wire Cutter. The mitered angles should be glued together with Reddi-Foam and taped together with duct tape (FIGURE 9). Then support the angle to keep it plumb. 7) When erecting basement walls with fire place, ash dumps leave basement side open. This can be blocked in later by the fire place contractor. It allows the ash dump to be paraged to prevent the foam from melting, also allows for better placement of thimbles. 8) Do not cut the connecting webs under any circumstances. Foot Note: Do not foam any forms until the wall has been plumbed and braced. Foaming prior will prevent correct alignment. Reddi-Form, Inc. 12 Construction Guidelines Slot is cut for entire length i— of blocks. ---+ FIGURE 10 Plastic Nailing Strip Plastic 5trip is 1/8" thick and anchors itself into slot End View 13 Reddi-Form, Inc. Construction Guidelines SECTION 4 ERECTING THE WALL After the footings and layout courses are completed, the remainder of the wall is erected by simply snapping the forms into position. Continue the overlap patterns established in the layout courses over the remaining courses of the wall. Follow these important guidelines regarding reinforcement, bracing, openings, concrete pouring, etc. REINFORCEMENT Be sure to keep in mind the placement of horizontal rebar while erecting the wall. The required rebar placement is shown in Structural Chart on page 65 in Section 6 "Miscellaneous Details! Use of REDDI-FORM Rebar Chairs will greatly simplify the task of placing rods. To use the rebar chairs, simply stick them into the top of the forms every 3 to 4 feet O.C. in the required courses. The chairs are most easily located between cells in the depression provided. The use of the chairs is the recommended method of rod placement and helps add to the structural stability of the wall by more exactly controlling the rebar placement. The vertical rebar should also be placed accord- ing to engineering specifications. Reddi-Form, Inc. 14 Construction Guidelines Vertical rebar placed and maintained in position before pouring, facilitates steel in place code inspections prior to pour. The REDDI-FORM NO -Tie Rebar Chairs are to place rebar in the desired position (FIGURE 11). In most cases, #3 bar every course horizontally and #4 bar vertically is sufficient for walls below grade. (See Structural Chart page 64) Consult with your building inspector prior to starting any job to familiarize yourself with the proper procedure for obtaining any code required inspections. BRACING Bracing should start once you have erected 4 or 5 courses of block, or sooner if in a high wind area. Bracing should be at intervals of 9 to 10 feet. A standard 2x4 can be attached to either side of the wall and secured with a 9" short tail snap tie near the top of the wall. Refer to (FIGURE 13,14 and 15). Another way to fasten 2 x 4 or metal bracing to wall is use a log home screw as manufactured by Olympic Manufacturing at 800-633-3800. They come in various lengths for different wall thickness. OLYLOG® Screw 5/16' HE NERD N Flff Otl1E1 pf IN fAQ110A PRENTED NEAD STELE OOUNIERSINI5 FISELF DIKING NISFAWITION. 3/16° SNANR DIAMM —' UBE OF NEAT TREATED STEEL FOR DRANATIMLT INaMI ED STRENGTH AND DRIVABRIT► ILTRA COATED FOR - -� DNMAMM CORROSION RESISTANCE r OF THREADNRH Vr WM DLANNTER--� GELET POINT FOR FASTDRIWNG Available See Section 7 15 Reddi-Form, Inc. Construction Guidelines FIGURE 13 Bracing Methods Reddi-Form, Inc. 16 FIGURE 1 Using a Horizon A.) Drill Holes for Snap ties or screws in center core 5o the ties removed and use and over Construction Guidelines FIGURE 15 Reddi-Form Wall Brace and Scaffold Redd -Form Wall Brace and Scaffold Can be made from aluminum or light Steel 2 x 4 x 10" 3/4" Plywood angle iron and foot scaffold can X, x be made adjustable. 2 x 4" Nock y Use Snap Tie and Hair Pins or Threaded Kod. I&, op View Snap Tie and Hairpins or #5 .-Ir Olylog® screws Rebar Add Turn -buckle to make adjustments. Joice Angle Clip I/ Pipe E Set Screw F Footing 17 Reddi-Form, Inc. Construction Guidelines FIGURE 15 shows possible scaffolding detail, which can be easily made and used to support the walls as well as provide a foot scaffold for pouring the walls. This is the minimum recommended bracing. Bracing can be adjusted or added as conditions require. It must be adequate to safely support the wall under all conditions. (This would be especially true in high winds.) OPENINGS Openings of any kind are easily achieved with the REDDI-FORM system. The forms were designed to be the width of a 2 x 10. Construct a frame to box out your desired rough open- ing. Using 2 x 10's for the top and sides and 2 x 4's or 2 x 10's for the bottom (FIGURE 16). In the case of 8" core use 2x12 and 2x4. However, the use of 3/4" wolmanized plywood is easier than using wolmanized 2 x 10's. When using the plywood, make sure to add temporary brac- ing until the concrete is poured. The opening in the 2 x 4 bottom piece allows you to pour below the opening and aids in visually checking that the area below the opening is filled prop- erly. The frame is placed in position as the wall is erected and the forms can be trimmed accu- rately to the frame as coursing continues. To anchor the entire frame into the concrete, 1/2" anchor bolts or 40d galvanized spikes (pole barn spikes) are set through the frame into the form cores. If using a bolt be sure to countersink the nut and washers and trim the length so that it does not encroach into the rough opening. 1. Plastic bucks which stay in place are now available (see section 7). A frame of 1 x 3's should be fastened to the outer edges of both sides of the frame to add support and help keep the frame centered in the wall (FIGURE 16). The outer -frame can then be fastened to the plastic fas- tening strip to temporarily hold it in place- by V -Buck at 888-578-2825. 2. Curved windows are easy with Reddi-Form since there is no metal or plastic ties. Simply cut through entire block at the desired radius, insert a piece of masonite in the cut and use the cut form to reinforce till concrete is poured. 3. A 2x6 can be let into the foam between the webs and glued in. This will eliminate some material costs. 4. Simply glue ridge foam to the rough opening and temporarily brace. After pour remove ridge foam and fasten directly to concrete. Call major window and door manufactures that offer a masonry clip to fasten to concrete. On large openings, concrete should not be placed completely on one side of the opening before placing on the other side. Rather, both sides should be filled uniformly, negating the force of the wet concrete. Be sure to place bracing so that it can oppose the forces of the wet concrete. Placement of header reinforcement is shown as item "Fin FIGURE 16. A header of wood or steel may also be used if desired. This requires forming an adequate bearing pocket on both sides of the opening. Any header design should be checked by an engineer. Final Note. A helpful hint, if you are inexperienced in pouring, the last course or two, should be glued using a Reddi-Form or EPS compatible adhesive or a hand-held foam gun. This will eliminate any possibility of the forms floating. Reddi-Form, Inc. 18 FIGURE 16 Openings and Header Construction IN A. Construction Guidelines A.) 2 x 10'5 framed ae the rough opening B.) 2 - 2 x 4'S u5ed for Sills or 2 x 10'5 Sill placed after concrete poured and tack nailed. This prevents concrete from flowing out. C.) Slot in Sill used to fill below opening and allows for visual check of concrete. D.) Opening fashioned around the installed frame E.) 1 x 3's fashioned around outside of frame F.) Rebar, must be 4 feet longer than the width of opening, placed in the center depre55ion of the rebar chairs. E. Note: It i5 al5o po55ible to use wolmanized plywood which i5 easy to cut, i5 straighter and not cupped. It is important to remember that there will be a need for additional bracing in the opening. 19 Reddi-Form, Inc. Construction Guidelines TYPICAL DOOR AND WINDOW LINTELS A minimum of two No. 5 Grade 60 reinforcing bars are to be provided around all window and door openings. Powers Steel and Wire Inc. offers: a steel lintel design complete with structural design for loads. Adapts easily to Reddi-Form contact. Powers Steel Lintels can be contacted at 4118 E. Elmwood St., Phoenix,AZ. 85040 • Phone 602-437-1160 • Fax 602-437-5409 Reddi-Form, Inc. 20 FIGURE 17 Typical Lintel Cross Sections Reddi-Form Reddi-Form Full Block Fastening Strips Anchor bolt or Reddi-Form galv. spikes Half Block with webs cut out O O O O Type 1 P T. 2"x 10" or Type 2 wolmanized plywood 2" x 12" x length Vertical Rebar Extruded foam board Rebar Chair 2" x 4" Waler Pass through Reddi-Form 5naptie and Half Block Wedge O O Plastic Pipe section Temporary with Reddi-Foam. 1" x 3" bracing After tie remove Type 3 Type 4 Reddi-Form, Inc. 20 Construction Guidelines ESTIMATING MATERIAL REQUIREMENTS REDDI-FORM Block Required Calculate the total square footage of the walls, excluding the openings and divide by 4. This is the total number of blocks required. For the number of 90' corner blocks, count the number of corners, multiply by the height (in feet). This is the number of corner blocks required. Subtract that number from the total number of blocks required. Since the blocks have no top or bottom, and are in 9.6" or 12" modules, the waste factor is approximately 2%. In cases where there are corners other than 90' or the dimensions are not in 9.6" or 12"modules, the waste fac- tor may be somewhat higher. Steel Below Grade Each 6" core block requires 4 feet of horizontal rebar and 5 feet of vertical rebar. Each 8" core block requires 4 feet horizontal rebar and 4 feet of vertical rebar. Do not forget to add for over- laps -approximately 10%. Concrete Required One yard of concrete will fill twenty 6" core blocks, producing 80 square feet of wall surface. One yard of concrete will fill twelve and one half 8" core blocks, producing 50 square feet of wall surface. Minimum Concrete Specifications: • Minimum 3,000 PSI in 28 days, aggregate must be 1/2"max, and preferably "Pea Gravel" • Slump 4 to 6 inches. • Over 6" Slump will increase chances of floating blowouts and will reduce concrete strength. FINAL CHECK AND POURING NOTES After the wall is completely erected, and all openings are in place, the wall should be checked for plumb, level, and squareness. Make any necessary adjustments. Now is the time to foam in gaps and openings. When this is completed the wall is ready to be poured. The concrete may be placed by any desired method. A pump is the recommended method. It is the easiest and least time consuming. However, it may be placed by bucket, by hand or directly from the chute of the truck. When pumping, a 2 or 2-1/2" hose is best. Use of larger hoses cuts down on mobility and productivity unless the hose is controlled or suspended from a boom. If a boom pump is used, the pump rate should be carefully monitored and an elbow used near the end of the hose to help reduce the force of the falling concrete. The use of a rolling scaffold, or scaf- folding the entire job can speed things up. The use of the scaffolding such as that pictured in FIGURE 15 will aid in pouring as well as in the proper bracing of the wall. 21 Reddi-Form, Inc. Construction Guidelines If you are going to continue upward with subsequent pours, be sure to cover the interlocking teeth on both sides of the form to keep the interlock free of stray con- crete. Don't forget rebar overlapping for next pour per ACI code. Hints for Successful Pouring When beginning the pour, use the same accepted pouring practices as for conventionally formed walls. The pouring should be controlled and carefully monitored. 1) Use the connecting web on the top course of the wall to ease the flow of concrete into the cells. Hitting the web first creates a downward force on the forms and reduces the force imposed on the wall be letting the concrete gently flow into the lower cores. 2) Always fill the cavities below openings prior to beginning the pour at the top. Handle to pull unit along top of blocks Shelf to i channel concrete . 5/4x3 to reinforce box Sides and ends - FIGURE 18 3/4"5c I p plywood Hopper 2— ----------L Fits over 36" top of block 9�3/10, ZFor12" I � 5/40"� Reinforcement 20"for box e. Filler directs concrete ----------- ------ 3/4„ 5" 6" r scrap plywood For 6" core. 12" for 8" For 8 core. Reotrict5 flow of Reddi-Form core. concrete and channels it into blocks Reddi-Form, Inc. 22 Construction Guidelines FIGURE 19 Beginning the Concrete Pour 5tart concrete pours at corner and run hose out approximately 12' from corner, return to corner and run out hose in other direction, and back. Continue pouring motion, Steadily decreasing the distance in each direction 5o a5 to create an inverted "V" with the corner cell filled first. When Pouring 10 feet height the form will compress slightly due to the immense weight of the concrete. This is more prevalent in th 8" core block. Allow for this movement in your final measurements. Reddi-Form, Inc. 23 Construction Guidelines 3) Floating (lifting of formwork from footings) may occur if the slump is too high or if the pumping is too fast near the top of the wall. To avoid these problems, it is recommended that pouring begins at a corner and the hose is run out approximately 12 feet from the corner. The hose is returned to the corner and run out 12 feet in the other direction. Continue this pouring motion, steadily decreasing the distance in either direction so as to create an inverted "V" with the corner cell filled to the top first (FIGURE 19)• This solidifies the formwork to the footing and allows the rest of the formwork to relax. Pour the rest of the walls out from this corner, filling each cavity as you proceed along the wall. Pouring in this fashion does the following: a) Continues to settle the concrete along the angle created in the initial corner because of the webbed openings in the formwork; b) Keeps the cells clean in front of the concrete to allow a visual check of the flowing concrete (it is possible to see to the footing or to a previously poured wall in the REDDI-FORM wall); c) Prevents upward pressure from lifting the forms up by flowing the concrete through the cells instead of dropping it (plopping) directly to the bottom. d) With the two cell overlap it will also force the wall straight. e) Will then create a diagonal cold joint in one location rather then several cold joints hor- izontal around the wall. 4) Consolidation of concrete can be accomplished by internal vibration, external vibration, or hand rodding. Although, internal vibration has typically been used, it is difficult to accomplish within the forms due to the amount of steel within the cells and the narrow width of the cells. Experience has shown that internal vibration will tend to hang up on the steel and the rebar chairs. You can use conventional concrete vibrators, by simply placing them on the vertical steel rods, which will vibrate the rod, and consolidate the concrete. Other methods include a large plate vibratory sander, a reciprocating saw without a blade or a simple block of wood and a hammer. Any and all of these methods work quite well to meet A.C.I. requirements for consolidation. 5) If forms are handled properly, blowouts should not occur. If there is a blowout in a REDDI-FORM wall, the wall will stay intact (unlike conventionally formed walls) but an opening will be created that can easily be fixed (FIGURE 20). First, remove the piece of wall that has blown out, clean the concrete spill around the area and replace the blown out piece. Use two pieces of lumber secured through the wall by lengths of tie wire to keep the piece in place. Repour the blown out area. Remove the lumber after the concrete is set. Note. Concrete losses due to this type of blowout are minimal. We stress you will not lose the entire wall and can continue your pour without delay. This is due to the design of the forms. Reddi-Form, Inc. 24 FIGURE 2C Correcting a Blowo A.) Area of form that has been damaged, this should be removed if possible then cleaned and replaced. B.) Scrap wood should work fine as Support for the weakened area. C.) Use 9" short -tall snap ties and/or stiff wire pushed through the wall to secure wood. D.) Olylog° screws the easiest. FINAL CHECK Construction Guidelines 1 When the wall is completely poured, and the concrete is still wet, check the wall again for straightness, plumb, and level. There is still a little time to readjust if necessary. This should be done using extreme care. NOTES ON BACKFILLING Backfilling of basement walls should not be done until the first floor is in place. In the case of retaining walls, it should be ascertained that the concrete is sufficiently cured. Follow A.C.I. requirements. 25 Reddi-Form, Inc. Construction Guidelines SECTION 5 FASTENING TO THE REDDI-FORM WALL FLOORS, WALLS & ROOFS Attaching walls, floors, or roofs to the REDDI-FORM wall is quite simple but requires some advanced planning. There are many possibilities. The one you select will depend upon your particular method of building. The following guidelines outline just a few of the methods. 1) Floors can be attached using many conventional methods or a few that have been developed for the REDDI-FORM system. a) If using the REDDI-FORM system for foundation walls only, joists may be supported on top of the wall using a conventional sill plate. For 6" core (9-518" wide), a 2 x 10 is the recommended size of the sill plate. For 8" core (12" wide), a 2 x 12 is the recommended size of the sill plate. (FIGURE 21).Another advantage of the leave -in-place system is that all the sill plates can be cut and drilled prior to filling the walls. When the walls are filled and while the concrete is still wet, the sills can be placed on top of the walls and the anchor bolts set. The following day you can tighten the bolts and start framing. Since the concrete will shrink slightly by tightening the bolts into the concrete, you will create a sill seal into the foam, elimination the need for sill sealing material. b) When continuing upward with the form for additional stories, a ledger is directly attached to the form. Before affixing the ledger board, drill holes in the foam approximately 5" in diameter corresponding to the center of every other cavity cell. It is best to stagger the holes rather than placing them in a straight line. Temporarily support the ledger strip with 2 x 4's. Pre -drill holes in the ledger corresponding to the center of the holes cut in the foam and set in anchor bolts so they protrude into the core of the block. When the concrete is poured, it flows against the ledger giving the bolt the needed support. To support the ledger during the pour, secure through the entire foam core using bolts, 9" short -tail snap ties, or tie wire approximately every 8 or 10 feet along the ledger. Ensure the ledger is secured tight enough to the form to prevent leakage of the con crete. When the concrete is set, remove the supports from the foam core and tighten the anchor bolts as needed (FIGURE 22). There are now plastic cups which hold the bolts and ledger can be added later. They are called anchor tunnels. For more detail cal 1-888-205-7655 c) There are new metal hangers developed for the ICF industry. See Semco for more details 1-888-205-7655 and Simpson Strong -Tie at 1-800-999-5099 Reddi-Form, Inc. 26 Construction Guidelines FIGURE 21 Sill Plate Showing Different Bearing Situations A.) 2 x 10 5ill Plate, fastened with anchor bolts as required. B.) 5tandard Lumber Joists B. D. E. j A. f—• C. C.) Truss Joists or Trusses (be Sure to follow mfr's installation methods). P.) Roof Trusses, or 5tandard Roof Framing E.) Anchor bolt 2) Walls of dissimilar construction are easily attached to REDDI-FORM walls by simply fastening the material into the concrete structure of the REDDI-FORM wall. The concrete is located behind the horizontal joints between courses; this is the centerline of the concrete beams. These attachments can also be made by providing anchor bolts in the necessary location before the wall is poured. If you know where the walls will intersect, this is usually the easier solution. 2A) In the case of a block wall punch some holes in the courses and let concrete flow into them. Solid concrete walls drill dowels. 3) Roofs are attached much the same way as conventional floors. A sill plate is placed on top of the wall then trusses or conventional framing of almost any kind can be easily attached (FIGURE 21). If there are gable ends on any of the roofs, these can also be easily constructed with REDDI-FORM. Simply stack the forms, strike lines to indicate the desired gable pitch, and cut the forms along those lines. Be cautious of the angle on construction such as this — there may be some further bracing required to hold the concrete in such a configuration. Reddi-Form, Inc. 27 Construction Guidelines FIGURE 22 Installation of Joists Using Anchor Bolts A.) 5" holes cut into blocks 13.) Place bolts into Ledger Strip C.) Support Ledger Strip using 2 x 45 and use Ledger Strip ming ties. FINISHES r Strip directly Use ccording ec5. E365 jer ianger5. The REDDITORM walls are superior in construction and can be finished in any way desired. Electrical and plumbing can also be installed with ease. This section outlines only a few of the recommended methods for finishing. If using any methods or products that you are unsure of, test them in an inconspicuous area or on an extra form. This will give you a chance to check for qualities such as color, bond, or destruction of the EPS foam. Some materials are incompatible with the EPS foam used for the manufacture of the forms. The most volatile and destructive of these is petroleum based coatings. Test all materials that you are unsure of on a piece of scrap foam. Observe this over several days. A partial list of compatible finishes is included with this manual. See Section 7 "List of Compatible Products" The ENTIRE wall below grade must be WATERPROOFED, not dampproofed, using a system compatible with foam. The wall itself WILL NOT stop water from entering the foundation. Reddi-Form, Inc. 28 Construction Guidelines The system used can be any of those on the enclosed list or one of your choosing. Fully adhered waterproofing membrane systems compatible with foam work very well and are among the least expensive. Be sure to follow the manufacturers' recommended methods for installation. Above grade finishes range from real brick to assorted stucco finishes. There are many different stucco products manufactured specifically for use with EPS. A few of these products are included in Section 7 "List of Compatible Products." These stuccoes must be applied using the recommended method of the manufacturer. Because Reddi-Foam is an all foam prod- uct several manufacturers of EPS systems offer warranties on REDDI-FORM. Conventional siding or sidewall treatment is best accomplished by using wood or metal furring strips. These can easily be screwed or nailed to the REDDI-FORM plastic fastening strips and adhered to the block using REDDI-FORM or EPS compatible adhesives. Because the fastening strips are located horizontally, you can set your own centers and reduce waste. Another way to fasten the furring strips to the foam is to install them the next day into the green concrete using concrete nails: However, this will be more difficult to do after several days. In this case there are air actuated tools maid expressly for this purpose. Please contact Reddi-Form at 1-800-334-4303 for more information. The use of furring strips on exterior walls serves two functions: 1) It creates an air space which increased the R -value and permits air to circulate thus preventing a buildup of moisture which is critical when wood siding is used. In fact, most manufacturers of wood siding now recommend that an air space be left behind the siding. 2) It permits aluminum and vinyl siding to expand and contract easily. The following is an excerpt from an article in the October 1996 Journal of Light Construction... Siding applied directly over rigid insulation sheathing has a history of failures. The consensus seems to be that rigid -foam sheathing is so impermeable that moisture absorbed by the siding (from direct rainfall or "splash back" at horizontal surfaces) cannot be buffered by temporary absorption in the underlying wood framing elements. The rigid insulation also prevents the wall framing from absorbing any of the heat generated by exposure to direct sun. Depending on the action of the rain, sun, and temperature, the siding cups as moisture is driven back and forth through the siding. In this case, the peeling of the latex stain indicates that a solid -color stain was used. The surface film of stain lifts off the siding when underlying moisture tries to escape by migrating through the surface of the siding. Inward cupping results when the interior surface of the siding is drier than the exterior surface, and the back of any siding exposed to direct sun will often be "baked dry" when the foam sheathing blocks heat transfer to the underlying framing. The siding should be installed over furring strips, creating what is called a "rain screen" cladding system. The resulting air space allows both heat and moisture to dissipate. This buffering effect can be increased by venting the air space at top and bottom. 29 Reddi-Form, Inc. Construction Guidelines PLUMBING, ELECTRICAL AND DRYWALL Piping to be brought in with a diameter greater than 3 inches should be placed prior to pouring or provide a sleeve to allow placement after pouring. Piping with a diameter of 3 inches or less can be brought in by drilling through the form web after the pour has been completed. For interior piping with a diameter greater than 2 inches, place in forms before pouring. After pouring, electrical and other plumbing is easily installed in the REDDI-FORM walls with the use of a hot wire cutter or router and some common hand tools. First, locate all boxes and fixture locations. Boxes are easily attached with adhesive or power fasteners to the concrete structure of the wall after the foam has been cut away. After the boxes are in place, a small channel can be cut into the foam with the hot wire cutter or router. The wires or pipes are then located in the channels and inserted into the boxes or fixtures (FIGURE 23). Be sure to follow all local electrical and plumbing codes when carrying out this task. The interior can now be finished by gluing and screwing drywall directly to the foam using the REDDI-FORM plastic fastening strip. Remember, the plastic fastening strip is horizontal and is easily found. Using the plastic fastening strip will save time and eliminate waste, hence, reducing costs. For this step, it is good to keep in mind that most codes require that "Foamed Plastic" be covered with a 15 -minute thermal barrier in all spaces including attics and basements. Be sure to check with local codes in regards to this. A 15 -minute thermal barrier can be 1/2" drywall, or equivalent. Use the material most suitable to the location in which it is being used. Depending on the area of the country, several other alternatives are available. Plaster of Paris, will adhere directly to the foam and make an outstanding finish. Stuccoes, can also be used and will adhere directly to the foam. To fasten sheet rock to the foam, apply Reddi-Foam to the back side of the sheetrock, place the sheetrock against the foam, and temporarily fasten the sheetrock to the plastic fastening strips until the glue sets. This reduces spackling time and the unsightly nail pops. Another way to fas- ten sheet rock: Spray on a watered down spackling compound to the foam wall. Then simply set the sheet in the wet compound. This method has been used in NewYork City for many years in which they fasten sheet rock to concrete without furring strips. Since the plastic strip is horizontal, if you install the sheet rock vertically instead of horizontally, this will totally eliminate Butt Joints which are difficult to spackle. This also reduces the waste of sheet rock because there is no need to look for or cut to the nailing flanges. The strips are only required every third course. MOLDING With the proper planning base molding can be fastened to the Reddi-Form system. Two suggested methods are as follows: Reddi-Form, Inc. 30 Construction Guidelines 1) Attach a strip of this plastic or light gauge metal directly to the foam using adhesive and/or screws where the molding will be placed. Attach the sheetrock/drywall to the foam covering the plastic or metal. The molding can be screwed to the plastic or metal behind the sheetrock/drywall using small head finishing screws or nailed to the plastic with nail rings. 2) A better method is to glue and screw a 1/2 inch thick rip of plywood slightly smaller than the base molding, directly to the foam, prior to installing the sheetrock/drywall. Stand the sheetrock/drywall on the rip and glue and screw it to the foam above the rip. Nail the molding to the rip at the base of the sheetrock/dry wall. Since the molding is larger than the rip it will cover the joint between the rip and the sheetrock/drywall. A similar technique can be used to attach built-up crown moldings. FIGURE 23 Electrical and Plumbing A.) Use a hot wire cutter, router, or common hand tools to out away foam. B.) Small channels can be cut A for wires or pipes. 11 re to follow all local electrical and ?ing codes during this procedure. 31 Reddi-Form, Inc. Construction Guidelines SECTION 6 MISCELLANEOUS DETAILS All details on CAD are available from Sweets on line at Sweets.com or we will supply a set of Discs. The following drawings are not to be altered for use on plans without the supervision of a licensed structural engineer or architect. These drawings are the sole property of Reddi-Form, Inc. They are not to be reproduced by other than professional architects or engineers in any form without the express written consent of Reddi- Form, Inc. Reddi-Form, Inc. 32 GIRDER GIRDER CONNECTOR 200 PLATE, PRESSURE TREATED ANCHOR BOLT AS REQUIRED 00 REDDI-FORM o� PILASTER BLOCK ° n°o o° TERMITE INSPECTION Li L-) I(FLASH) a u r� ogo 4 L.I L:3o_w D m ¢ OU °° _"Ltj #3 HORIZONTAL °- W REBAR AS REQUIRED Q C] > #4 VERTICAL REBAR AS REQUIRED EMBED PER CODE — CONCRETE FOOTING ° PER CODE o� a II a 4 Q REBAR PER CODE COMPACTED SOIL - 4 ( PER CON II I I I I oFl IIII IIIII IIIII IIIII IIII REDDI-FORM PIING SUPPORT DRAWN BY: REDDI-FORM, INC® SCALE: I"= V-0" DATE -.6/25/96 DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI-FORM RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. DRAWN BY: CHECKED BY: SCALE: I"= V-0" DATE -.6/25/96 JOB NUMBER SHEET REDDI—FORM Fl III 11111 -Hill - OR SIDING EXTERIOR SLAB ON GRADE W/ TRENCH � FOOTING_ & STEM WALL 1" = 1'-0" �f RE®®I-FORM, INC. lc DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI—FORM RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. DRAWN BY: CHECKED BY: SCALE: 1 "=1'--0" 3000 PSI JOB NUMBER SHEET REDDI-FORM CONCRETE PRESSURE TREATED 15 MINUTE THERMAL FURRING STRIPS, BARRIER FASTEN TO REDDI-FORM BLOCK WOOD SHINGLES °° RCDDI-FORM BLOCK OR SIDING o SLA B, WITH REINFORCING, BLOCKING --- a o' WELDED WIRE MESH, ' PER LOCAL CODE FLASHING p �° TERMITC� INSPECTION— ( -FLASH) _ � °� � INSULATION ° _ & VAPOR BARRIER I PER LOCAL CODE EXTERIOR °° C FINISH �— #3 HORIZONTAL REBAR °ao° / ooh I I I AS REQUIRED #4 VERTICAL REBAR I °° °°° AS REQUIRED III EMBED PER CODE � 0 0 CONCRETE FOOTING =w PER CODE lid I -- - </ I , 4 4 _ REBAR PER CODE Q Q _ COMPACTED SOIL II �Vi PER CODE III 11111 -Hill - OR SIDING EXTERIOR SLAB ON GRADE W/ TRENCH � FOOTING_ & STEM WALL 1" = 1'-0" �f RE®®I-FORM, INC. lc DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI—FORM RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. DRAWN BY: CHECKED BY: SCALE: 1 "=1'--0" DATE:6/25/96 JOB NUMBER SHEET REDDI-FORM FP CONCRETE, 3000 PSI REDDI—FORM BLOCK WOOD OR SHINGLE EXTERIOR MONOLITHIC SLAB REDDIFFORM WALL JUNCTION 1" = 1'-o„ RIEDDI-FORM INC® DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI-FORM RESFRVES 1 -HE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. DRAWN BY: a go° #3 HORIZONTAL REBAR JOB NUMBER ISHEET REDDI—FORM AS REQUIRED 40 PRESSURE TREATED 00 FURRING STRIPS, FASTEN TO41 15 MINUTE THERMAL REDDI--FORM BLOCK go° BARRIER WOOD SHINGLES #4 VERTICAL REBAR OR SIDING °°0 AS REOUIIcED 00 BLOCKING o EMBED PER CODE °° FOOTING SIZE, REBAR, & WIRE MESH PER CODE FLASHING ° MONOLITHIC SLAB ° o� PER CODE p D INSULATION & VAPOR BARRIER PER CODE ui COMPACTED SOIL PER CODE II _II roc_ LII LI 0 m WOOD OR SHINGLE EXTERIOR MONOLITHIC SLAB REDDIFFORM WALL JUNCTION 1" = 1'-o„ RIEDDI-FORM INC® DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI-FORM RESFRVES 1 -HE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. DRAWN BY: CHECKED BY: SCALE: DATE:6/25/96 JOB NUMBER ISHEET REDDI—FORM F3 CONCRETE; 3000 PSI. FLASHING 1 " AIRSPACE WEEP HOLES DRAWN BY: RED®I-FORM INC. SCALE: 1 "=l'—O" DATE:6/25/96 DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE REDDI-FORM BLOCK OF DETAIL CONSTRUCTION SHOWN IN DRAWING— REDDI—FORM RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. #3 HORIZONTAL REBAR AS REQUIRED I oogogo�gooDoo .o*..,. r oo °° -- — ° °Ooo O° o go f� Q D CC w000 M °�8 go0o l III VERTICAL REBAR 3 #4 o W N W AS REQUIRED W fN o EMBED PER CODE LL I off° 0o' — 0 — CONCRETE FOOTING 1 i PER CODE REBAR PER CODE • �'— — CD SOIL ail IIiiiiir PER CODE BRICK VENEER W/ REDDI-FORM BLOCK 1" = 1'-0" DRAWN BY: RED®I-FORM INC. SCALE: 1 "=l'—O" DATE:6/25/96 DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING— REDDI—FORM RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. DRAWN BY: CHECKED BY: SCALE: 1 "=l'—O" DATE:6/25/96 JOB NUMBER SHEET REDDI—FORM F4 FLASI WEEf BRICK EXTERIOR AND REDDI-FORM WALL JUNCTION 1" - 1,-0" CONCRETE, 3000 PSI REDDI-FORM BLOCK #3 HORIZONTAL REBAR AS REQUIRED 15 MINUTE THERMAL BARRIER #4 VERTICAL REBAR AS REQUIRED EMBED PER CODE FOOTING SIZE, REBAR, & WIRE MESH PER CODE MONOLITHIC SLAB PER CODE INSULATION & VAPOR BARRIER PER LOCAL CODE COMPACTED SOIL PER LOCAL CODE DRAWN BY: REDDI-FORM INC® DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI-FORM RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. CONCRETE, 3000 PSI REDDI-FORM BLOCK #3 HORIZONTAL REBAR AS REQUIRED 15 MINUTE THERMAL BARRIER #4 VERTICAL REBAR AS REQUIRED EMBED PER CODE FOOTING SIZE, REBAR, & WIRE MESH PER CODE MONOLITHIC SLAB PER CODE INSULATION & VAPOR BARRIER PER LOCAL CODE COMPACTED SOIL PER LOCAL CODE DRAWN BY: CHECKED BY: SCALE: 1"=1'-0" DATE:6/25/95 JOB NUMBER SHEET REDDI-FORM F5 FLASHING #3 REBAR- WEEPHOLES 4 REBAR - CO TINUOUS ov sel #4 VERTICAL REBAR AS REQUIRED 15 MINUTE THERMAL BARRIER /—CONCRETE, 3000 PSI REDDI-FORM BLOCK SLAB, WITH REINFORCING, WELDED WIRE MESH, E'ER LOCAL CODE a , Q ; d BRICK EXTERIOR SLAB ON GRADE W/ TRENCH FOOTING & WALL JUNCTION RE®DI-FORM, INC. � DATE:6/25/96 DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI-FORM RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. INSULATION VAPOR BARRIER PER LOCAL CODE 0 0° og #3 HORIZONTAL REBAR ° { j AS REQUIRED EMBED PER CODE ;og o IL CONCRETE FOOTING PER CODE a , Q ; d BRICK EXTERIOR SLAB ON GRADE W/ TRENCH FOOTING & WALL JUNCTION REBAR PER CODE CODE BRICK ., DRAWN BY: RE®DI-FORM, INC. � DATE:6/25/96 DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI-FORM RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. REBAR PER CODE CODE BRICK ., DRAWN BY: CHECKED BY: SCALE: 1 "=1'-0" DATE:6/25/96 JOB NUMBER SHEET REDDI-FORM F6 3000 PSI CONCRETE #3 VERTICAL REBAf AS REQUIRED REDDI—FORM BLOCK #4 HORIZONTAL. REBAR AS REQUIRED WATER PROOFING MEMBRANE OR EQUAL FOOTING SIZE & REBAR PER LOCAL. CODE PRFFORATED FOUNDATION DRAIN Il,�Ii�Illi= —III -11 E] =III =I I °° RE®®I-FORM INC® SCALL: 1 "-1'-0" o� I��IIIIIIIII oo DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE 15 MINUTE THERMAL BARRIER EMBED PER CODE — 4" CONC. SLAB PER CODE BASEMENT AND WALL FOOTING DETAIL 1" = 1'--0" RE®®I-FORM INC® SCALL: 1 "-1'-0" DATE:6/25/96 DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI-FORM RESERVES TIIC RIGHT TO CHANGE INFORMATION SIIOWN WITHOUT NOTICE. D. o. Q � •_ �-111 I—III_ I I1 _ .11 I—I I I—I III=III I I—I III--��IIII;IIIII�IIIII�IIII-T� I I --I I I—III—III—I BASEMENT AND WALL FOOTING DETAIL 1" = 1'--0" DRAWN BY: RE®®I-FORM INC® SCALL: 1 "-1'-0" DATE:6/25/96 DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI-FORM RESERVES TIIC RIGHT TO CHANGE INFORMATION SIIOWN WITHOUT NOTICE. DRAWN BY: CHECKED BY: SCALL: 1 "-1'-0" DATE:6/25/96 JOB NUMBER ISHEET REDDI—FORM F7 FLASHING CONCRETE, 3000 PSI �4 Qof � EXTERIOR FINISH REDDI—FORM BLOCK #3 HORIZONTAL REBAR AS REQUIRED 15 MINUTE THERMAL BARRIER W r� °o oo , a °°° �f 4 VERTICAL REBAR SHEET °° FH AS REQUIRED Q °°O EMBED PER CODE LY o °o o° ogo FOOTING SIZE & Ix °'. REBAR & WIRE MESH PER CODE o, MONOLITHIC SLAB PER CODE \ D a INSULATION & VAPOR I D / ➢ BARRIER PER — - LOCAL CODE COMPACTED SOIL —_ - PER LOCAL CODE H� M MONOLITHIC SEAQ W/ REDDIEORM WALE V-0„ RE®DI-FORM, INC® O DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI—FORM RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. DRAWN BY: CHECKED BY: SCALE: 1 "= V-0" DATE:6/25/96 JOB NUMBER SHEET REDDI—FORM FH EXTERIOR FINISH TERMITE INSPECTION (FLASH) J W Q ao p% J ry w oo-w f 0 �Qo LLJ 2 Y w Q n 0 0 oo a LT d 15 MINUTE THERMAL BARRIER REDDI-FORM BLOCK SLAB, WITH REINFORCING, WELDED WIRE MESH, PER LOCAL CODE `\— INSULATION N & BARRIER PER LOCAL CODE #3 HORIZONTAL REBAR AS REQUIRED #4 VERTICAL REBAR AS REQUIRED EMBED PER CODE CONCRETE FOOTING PER CODE 0 4 Q ` REBAR PER CODE COMPACTED SOIL 4 PER CODE HM1� �H� IIII IIIII� IIIII IIIII I�111 SLAB ON GRADE W TRENCH FOOTING & STEM VALL 1" = 1'-O" RE®DI-FORM, INC. DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI-FORM RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. DRAWN BY: CHECKED BY: SCALE_ 1 "=1'-0" DATE:6/25/96 JOB NUMBER SHEET REDDI-FORM F-9 WOOD SHI OR SIDING PRESSURE FURRING FASTEN TO REDDI FORM BLOCK ROOF SYSTEM PER CODE RAFTERS OR TRUSSES PER CODE INSULATION PER CODE GYPSUM BOARD PRESSURE TREATED 2x10 SILL PLATE ANCHOR BOLT PER CODE REDDI-FORM BLOCK #3 HORIZONTAL REBAR AS REQUIRED CONCRETE, .5000 PSI #4 VERTICAL REBAR AS REQUIRED 15 MINUTE THERMAL BARRIER WOOD OR SHINGLE EXTERIOR WALLTOP PLATE W/WOOD FRAMING & TYPICAL EAVE OVERHANG 1" = 1'-o„ DRAWN BY REDDI-FORM, INC® O DATE:6/25/96 DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI-FORM RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. DRAWN BY CHECKED BY: SCALE: 1 "=1 '-O" DATE:6/25/96 JOB NUMBER SHEET REDDI-FORM RI ROOF SYSTEM PER CODE RAFTERS OR TRUSSES PER CODE INSULATION PER CODE GYPSUM BOARD PRESSURE TREATED 200 SILL PLATE ANCHOR BOLT PER CODE REDDI-FORM BLOCK #3 HORIZONTAL REBAR AS REQUIRED CONCRETE, 3000 PSI #4 VERTICAL REBAR AS REQUIRED 15 MINUTE THERMAL BARRIER BRICK EXTERIOR WALLTOP PLATE W/WOOD FRAMING & TYPICAL EAVE OVERHANG 1" = 1'-o" DRAWN BY: RE®®I-FORM, INC® SCALE: I"= l' -O" DATE:6/25/96 DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI-FORM RESERVES THF RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. DRAWN BY: CHECKED BY: SCALE: I"= l' -O" DATE:6/25/96 JOB NUMBER ISHEET REDDI-FORM R2 EX1 ROOF SYSTEM PER CODE RAFTERS OR TRUSSES PER CODE INSULATION PER CODE GYPSUM BOARD PRESSURE TREATED 2x10 SILL PLATE ANCHOR BOLI- PER CODE REDDI-FORM BLOCK #3 HORIZONTAL REBAR AS REQUIRED CONCRETE, 3000 PSI #4 VERTICAL REBAR AS REQUIRED 15 MINUTE THERMAL BARRIER EXTERIOR FINISH SYSTEM WALLTOP PLATE W/WOOD FRAMING & TYPICAL EAVE OVERHANG 1" = 1'-0" DRAWN BY: REDDI-FORM, INC. i DATE:6/25/96 DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI-FORM RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. DRAWN BY: CHECKED BY: SCALE: I "=l' -O" DATE:6/25/96 JOB NUMBER ISHEET REDDI--FORM R3 EXTERIOR FINISH FLAT ROOF CONNECTION R�W% OPEN WED STEEL JOIST 1" = 1'-0" ROOF DETAIL BY SYSTEM MANUFACTURER FLOOR DECK BEARING & ANCHOR PLATE DETAIL PER CODE STEEL JOIST PER CODE #3 HORIZONTAL REBAR AS REQUIRED CONCRETE, 3000 PSI #4 VERTICAL REBAR AS REQUIRED DRAWN BY: ICHECKED BY: SCALE: 1 "=1'-0" DATE:6/25/96 JOB NUMBER SHEET REDDI-FORM I R4 REDDI-FORM, INC® DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI-FORM RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. ROOF DETAIL BY SYSTEM MANUFACTURER FLOOR DECK BEARING & ANCHOR PLATE DETAIL PER CODE STEEL JOIST PER CODE #3 HORIZONTAL REBAR AS REQUIRED CONCRETE, 3000 PSI #4 VERTICAL REBAR AS REQUIRED DRAWN BY: ICHECKED BY: SCALE: 1 "=1'-0" DATE:6/25/96 JOB NUMBER SHEET REDDI-FORM I R4 SHEATHING WITH VAPO BARRIER WOOD SHIN( OR SIDING PRESSURE FURRING S FASTEN TO REDDI--FORP FLOOR DECK AND FRAMING BLOCKING BEYOND ANCHOR BOLT PREASURE TREATED 2x10 #3 HORIZONTAL REBAR AS REQUIRED #4 VERTICAL REBAR AS REQUIRED 3000 P.S.I. CONCRETE REDDI-FORM BLOCK 15 MINUITE THERMAL BARRIER WOOD SIDING EXTERIOR FLOOR &: FOUNDATION WALL JUNCTION W/ WOOD FRAMING 1" - V-0" DRAWN BY: REDDI-FORM IN 9 C® l� DATE:6/25/96 DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORpANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI-FORM RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. DRAWN BY: CHECKED BY: SCALE: 1 "=1'-0" DATE:6/25/96 JOB NUMBER SHEET REDDI-FORM W2 BRICK EXTERIOR FLOOR & FOUNDATION W/ WOOD FRAMING 1" = 1'-0" BRICK 1 " AIR SPACE BRICK TIES AS REQUIRED SHEATHING WITH VAPOR BARRIER FLOOR DECK AND FRAMING BLOCKING BEYOND ANCHOR BOLT AS REQUIRED PRESSURE TREATED 2x101 #4 VERTICAL REBAR AS REQUIRED #3 HORIZONTAL REBAR AS REQUIRED REDDI-FORM BLOCK 3000 P.S.I. CONCRETE 15 MINUITE THERMAL BARRIER WALL JUNCTION Pk>% RE®Do—FORM9 IC. SCALE: 1 "=l' -O" DATE:6/25/96 DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI-FORMA RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. DRAWN BY: CHECKED BY: SCALE: 1 "=l' -O" DATE:6/25/96 JOB NUMBER ISHEET REDDI-FORM W3 BRICK 1 " AIR SPACE �— REDDI—FORM BLOCK !� oo 1 0 A ogd o° 2x10 LEDGER ° PREASURE TREATED a° a° no °n ' o°v _ o °o BRICK TIES AS REQUIRED a 8 �- FLOOR DECK AND FRAMING •II ANCHOR BOLT AS REQUIRED A _9 b°d HANGER LOCATE TEMPORARY 20 BRACING TO SUPPORT BRICK JOISTS DURING POUR TIES, TYP.o#3 HORIZONTAL REBAR AS REQUIRED CONCRETE, 3000 P.S.I. #4 VERTICAL REBAR 4-1 / . I Qoo I AS REQUIRED 00 a og 15 MINUTE THERMAL BARRIER 0 4 —I� oo o BRICK EXTERIOR FLOOR & WALL- ,JUNCTION w4 W/ WOOD FLOOR JOIST 1" = 1'-0" RIE®®I-FORM, INC. l� DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI—FORM RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. DRAWN BY: CHECKED BY: SCALE: 1 "=1'-0" DATE:6/5/96 NUMBER SHEET ,JOB REDDI—FORM W4 I BRICK EXTERIOR FLOOR & WAI__E JUNCTION SW/ OPEN WEB STEEL JOIST -- 1" - 1'-0" REDDI-FORM BLOCK BRICK TIES AS REQUIRED FLOOR DECK BEARING & ANCHOR PLATE AS REQUIRED BY CODE STEEL JOIST PER CODE #3 HORIZONTAL REBAR AS REQUIRED CONCRETE, 3000 P.S.I. #4 VERTICAL REBAR AS REQUIRED CEILING SYSTEM 15 MINUTE THERMAL BARRIER DRAWN BY: RE®DI- M INCO SCALE: 1 "=l'—O" DATE:6/25/96 DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI-FORM RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. REDDI-FORM BLOCK BRICK TIES AS REQUIRED FLOOR DECK BEARING & ANCHOR PLATE AS REQUIRED BY CODE STEEL JOIST PER CODE #3 HORIZONTAL REBAR AS REQUIRED CONCRETE, 3000 P.S.I. #4 VERTICAL REBAR AS REQUIRED CEILING SYSTEM 15 MINUTE THERMAL BARRIER DRAWN BY: CHECKED BY: SCALE: 1 "=l'—O" DATE:6/25/96 JOB NUMBER SHEET RF001—FORM W1-5 p RED®I-FCRi�9 INC. Rp 3,000 PSI CONCRETE DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI-FORM a a D 4 VERTICAL REBAR AS REQUIRED oo / -- 15 MINUTE THERMAL BARRIER og ° #3 HORIZONTAL REBAR go° AS REQUIRED 8" PRE STRESSED PANEL DRILL PANEL TO ACCEPT REBAR p RED®I-FCRi�9 INC. 00 � DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI-FORM RESERVES THE RIGHT a D " oo FURRING STRIPS og 8" PRE STRESSED PANEL I\` 15 MINUTE THERMAL BARRIER 1 " AIR SPACE _— — BRICK TIES AS REQUIRED 1, o B R I C K EXTERIOR --- REDDI—FORM BLOCK FLOOR & WALL JUNCTION W/ PRECAST CONC. FLOOR 1' — 1'-0" DRAWN BY: RED®I-FCRi�9 INC. O DATE:6/25/96 DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI-FORM RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. DRAWN BY: CHECKED BY: SCALE: 1 "= 1'-0" DATE:6/25/96 JOB NUMBER ISHEET REDDI—FORM W 6 I 0 EXTERIOR FINISH REDDI-FORM BLOCK 200 LEDGER PRESSURE TREATED ANCHOR BOLT AS REQUIRED HANGER LOCATE TEMPORARY 2x4 BRACING TO SUPPORT JOISTS DURING POUR #3 HORIZONTAL REBAR AS REQUIRED 3000 P.S.I. CONCRETE #4 VERTICAL REBAR AS REQUIRED 15 MINUTE THERMAL BARRIER EXTERIOR FINISH SYSTEM FLOOR & WALL JUNCTION W/ WOOD FRAMING & EXTERIOR FINISH 1" = V-0" DRAWN BY: RE®DI-FORS INC. DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI-FORM RESERVES THF RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. DRAWN BY: CHECKED BY: SCALE: 1 "= V-0" DATE:6/25/96 JOB NUMBER ISHEET REDDI-FORM W7 EXTERIOR FINISH EXTERIOR E INISI-I SYSTEM FLOOR & WALE JUNCTION W/ OPEN WEB STEEL JOIST 1 " = V-0" RED®I-FORM, INC. DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI-FORM RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. REDDI-FORM BLOCK FLOOR DECK BEARING & ANCHOR PLATE DETAIL PER CODE STEEL JOIST PER CODE #3 HORIZONTAL REBAR AS REQUIRED 3000 P.S.I. CONCRETE #4 VERTICAL REBAR AS REQUIRED CEILING 15 MINUTE THERMAL BARRIER DRAWN BY: CHECKED BY: SCALE: 1 "=1 '-0" DATE:6/25/96 JOB NUMBER SHEET REDDI-FORM W8 , EXTERIOR FINISH °OO � 3,000 PSI CONCRETE #4 VERTICAL REBAR AS REQUIRED oD% oo� DDO O 9 15 MINUTE THERMAL BARRIER 0 ° #3 HORIZONTAL REBAR o. 00 ' oa AS REQUIRED o, D DRILL PANEL TO ACCEPT REBAR -l.000 -o' I oog i I , DD° a o0 spa � 00 O 'o- g'o S' PRE STRESSED PANEL aoo o ,o D° °n oo o i a neo G n°o REDDI—FORM BLOCK EXTERIOR FINISH SYSTEM FLOOR & WALL JUNCTION w9 W/ PRECAST CONC. FLOOR 1' = 1'=0" DRAWN BY: CHECKED BY: RE®DI-FORM INC. DATE:6/25/96 JOB NUMBER DUE TO VARANCES IN LOCAL CODES. ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI—FORM RESERVES THE RIGHT TO CHANCE INFORMATION SHOWN WITHOUT NOTICE. DRAWN BY: CHECKED BY: SCALE: 1 "=1'-0" DATE:6/25/96 JOB NUMBER SHEET REDDI—FORM W,) ANCHOR BC GALVINIZED TEMPORARY Ix BRACING REDDI-FORM HALF BL ANCHOR BC GALVINIZED TEMPORARY 1x BRACING #4 VERTICAL REBAR AS REQUIRED REDDI-FORM FULL BLOCK #3 HORIZONTAL REBAR AS REQUIRED 2x10 PRESSURE TREATED OR WOLMINIZED PLYWWOD TYPE 2 #4 VERTICAL REBAR AS REQUIRED RE -BAR CHAIR #3 HORIZONTAL REBAR AS REQUIRED 2x10 PRESSURE TREATED OR WOLMINIZED PLYWWOD A MINIMUM OF TWO (2) NUMBER 5 GRADE 60 REINFORCING BARS ARE TO BE PROVIDED AROUND ALL WINDOW AND DOOR OPENINGS. WITH THE LINTELS REINFORCED AS SHOWN IN THE LINTEL TABLE TYPICAL DOOR AND WINDOW LINTEL DETAILS 1" = 1'-0" DRAWN BY: CHECKED BY: RE®®I-FORM, 1kic 1N `i JOB NUMBER DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI-FORM RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. DRAWN BY: CHECKED BY: SCALE: 1.,=1 1`0" DATE:6/25/96 JOB NUMBER SHEET REDDI-FORM S U 1 REDDI-FORM HALF BL WITH WEB CUT OUT ANCHOR BC GALVINIZED TEMPORARY lx BRACING R -F FASTENING STR 2X4 WHALER ANCHOR B( GAI. VINIZF_D 1 EMPORARY 1x BRACING YI -' � TYPICAL DOOR LINTEL DETAILS 1" = 1'-0" #4 VERTICAL REBAR AS REQUIRED RE -BAR CHAIR #3 HORIZONTAL REBAR AS REQUIRED 2x10 PRESSURE TREATED ORI WOLMINIZED PLYWW00 #4 VERTICAL REBAR AS REQUIRED 2" x 12" X LENGTH EXTRUDED FOAM BOARD #3 HORIZONTAL REBAR AS REQUIRED PASS THRU SNAP -TIE W/ WEDGE PLASTIC PIPES WITH REDDI FOAM AFTER TIE REMOVAL 2x10 PRESSURE TREATED OR WOLMINIZED PLYWWOD A MINIMUM OF TWO (2) NUMBER 5 GRADE 60 REINFORCING BARS ARE TO BE PROVIDED AROUND ALL WINDOW AND DOOR OPENINGS, WITH THE LINTELS REINFORCED AS SHOWN IN 1HE LINTEL TABLE AND WINDOW �ft REDDI-FORS INC. DATE:6/25/96 JOB NUMBER SHEET DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL OF CONSTRUCTED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI-FORM RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. DRAWN BY: CHECKED BY: SCALE: 1 "= 1 '-O" DATE:6/25/96 JOB NUMBER SHEET REDDI-FORM SU2 INSTALLATION OF JOISTS USING ANCHOR BOLTS 1" = 1'-0" HOLES CUT INTO OCKS PRIOR TO POUR ACE BOLTS INTO DGER STRIP �JPPORT LEDGEF STRIP USING 2X4's AND USE STRIP TO STOP CONCRETE BY LEDGER FASTENING TO FOAM WITH WIRE OR SNAP TIES. D.) WODDEN LEDGER STRIP SHOWN BEARING DIRECTLY ONTO CONCRETE. USE ANCHOR BOLTS ACORDING TO ENGINEER SPECS. E.) JOISTS OR TRUSSES BEARING ON LEDGER. DRAWN BY: RE®®I-FORMINC. 4 SCALE: 1 "= '-D" DATE:6/25/96 DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI-FORM RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. DRAWN BY: CHECKED BY: SCALE: 1 "= '-D" DATE:6/25/96 JOB NUMBER tElEREDDI-FORM 1 " AIRSPACE FACE BRICK FLASHING WEEP HOLES STEEL LINTEL FOLLOW WINDOW MANUFACTURER DETAIL FOR WATER SEAL TRIM HFA FOL M, REDDI-FORM BLOCK #4 VERTICAL REBAR AS REQUIRED #3 HORIZONTAL REBAR AS REQUIRED 2x10 PRESSURE TREATED HEAD OR PRESSURE TREATED 3/4" PLYWOOD TRIM REDDIFORM BLOCK #3 HORIZONTAL REBAR AS REQUIRED #4 VERTICAL REBAR AS REQUIRED 2x10 PRESSURE TREATED JAMB OR PRESSURE TREATED 3/4" PLYWOOD TRIM INSULATE SILL PLATE TRIM 2x10 PRESSURE TREATED SIIL OR PRESSURE TREATED 3/4" PLYWOOD #3 HORIZONTAL REBAR AS REQUIRED 15 MIN. THERMAL BARRIER #4 VERTICAL REBAR AS REQUIRED REDDI FORM BLOCK HEAD, JAMB, & SILL- DETAIL W/ BRICK VENEER 1" - 1'--0" DRAWN BY: REDDI-FORS INC. SCALE: 1 "=1'-0" DATE:6/25/96 DUE TG VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSFRUCIED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI-FORM RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. DRAWN BY: CHECKED BY: SCALE: 1 "=1'-0" DATE:6/25/96 JOB NUMBER SHEET REDDI-FORM D2 EXTERIOR FINISH REDDI—FORM BLOCK #4 VERTICAL REBAR AS REQUIRED — #3 HORIZONTAL REBAR TRIM I AS REQUIRED 0oII aao II a og FLASH FOLLOW EXTERIOR FINISH MANUFACTURER AND WINDOW MANUFACTURER'S DETAILS FOR FLASHING A)HEAD --��� EXTERIOR FINISH TRIM FOLLOW EXTERIOR FINISH MANUFACTURER AND WINDOW MANUFACTURER'S DETAILS FOR FLASHING JAMB CB) TRIM EXTERIOR FINISH &-"i SILL 2x10 PRESSURE TREATED HEAD OR PRESSURE TREATED 3/4" PLYWOOD TRIM REDDIFORM BLOCK 112" PROTECTION BOARD #3 HORIZONTAL REBAR AS REQUIRED #4 VERTICAL REBAR AS REQUIRED 2x10 PRESSURE TREATED JAMB OR PRESSURE TREATED 3/4" PLYWOOD TRIM SILL PLATE TRIM 2x10 PRESSURE TREATED SILL OR PRESSURE TREATED 3/4' PLYWOOD #3 HORIZONTAL REBAR AS REQUIRED 15 MIN. THERMAL BARRIER #4 VERTICAL. REBAR AS REQUIRED REDDIFORM BLOCK HEAD, JAMB, & SILL DETAIL W/ EXTERIOR FINISH 1" -- 1'-0' 'ft RE®®I-FORM, INC® DATE:6/25/96 JOB NUMBER DUE TO VARANCES IN LOCAL CODES, ALL DETAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL CODES REGARDLESS OF DETAIL CONSTRUCTION SHOWN IN DRAWING. REDDI—FORM RESERVES THE RIGHT TO CHANGE INFORMATION SHOWN WITHOUT NOTICE. DRAWN BY: CHECKED BY: SCALE: 1 "=1 I`01' DATE:6/25/96 JOB NUMBER ISHEET REDDI--FORM D3 Construction Guidelines Reddi-Form Brick Ledge Detail Simply cut a block on a diagonal length wise (see diagram). This will give you 8' lineal feet material from one block with little waste. Proceed to cut as many lineal feet as needed for the shelf. Next, locate the height of the shelf in the wall. This can vary with the out- side grade. Then strike level lines on the wall where the shelf goes. 3/8" Rebar Stirrup 1/2" Rebar Horiz Cut Hole Before gluing on the shelf, out holes in the vertical cores, which will let the concrete flow into the shelf. Add the rebar and stirrups (see details). Reddi-Form Adhesive By changing angle of diagonal cut, you can increase or decrease width of shelf. Reddi-Form, Inc. Construction Guidelines Typical Pilaster Construction DETAIL SCALE: 11/2" = 1'- O" In an attempt to meet the following needs of architects, builders and contractors, V -Buck Brand CAD drawings can now be found on the website at www.vl7ucks.com. By clicking the "resources" bottom, building professionals will be able to obtain technical information regarding their ICF projects and the vinyl block-out systems produces by Vinyl Technologies, INC. Reddi-Form, Inc. 60 Construction Guidelines ARCHITECTURAL SPECIFICATIONS MANUFACTURER: Reddi-Form Incorporated, Box 165, Oakland, NJ 07436 Phone: (201) 405-2030,(800) 334-4303 Fax: (201) 405-1987 SECTION 03100 STAY -IN-PLACE INSULATED CONCRETE FORMING SYSTEM PART 1 --- GENERAL Reddi-Form refers to one component of an entire wall construction system. 1.01 SECTION INCLUDES A. Reddi-Form insulated wall forms for concrete. B. Reinforcing. C. Concrete. 1.02 RELATED SECTIONS A. Section 03200: Concrete Reinforcement. B. Section 03250: Concrete Accessories. C. Section 03300: Cast -In Place Concrete. D. Section 03370: Concrete Curing. E. Section 06050: Fasteners and Adhesives. F. Section 06100: Rough Carpentry. G. Section 07100: Waterproofing. H. Section 07200: Insulation. I. Section 07240: EIFS. J. Section 07480: Exterior Wall Assemblies. 1.03 REFERENCES A. ASTM C-236 — Steady State Thermal Transmission by means of a "Hot Box.' B. ASTM E-84 — Flame Spread and Smoke Developed. C. ASTM C-203 — Flexure Strength. D. ASTM C-273 — Sheer Strength. E. ASTM D-1621 — Compressive Strength. F. ASTM C-303 — Density. G. ASTM C-272 — Water Absorption. H. ASTM E-96 — Water Vapor Permeability. I. ASTM E-336 — Measurement of Airborne sound insulation in buildings. 61 Reddi-Form, Inc. Construction Guidelines 1.04 SYSTEM DESCRIPTION A. FORMS REDDI-FORM stay in place insulated forms come in two sizes 1) A 6" core with 5 vertical cores. Outside dimensions are 9 5/8" x 48"L x 12" H. 2) A 8"core with 4 vertical cores: outside dimensions arel2"W x 48"L x 12"H Each size comes in four basic shapes; a Standard form, a Corner form, a Closed End form, and a Pilaster form. All forms are reversible side to side and top to bot- tom and interlock without regard to direction, therefore, the corner form can be used for right or left hand corners. The corner form becomes a tee form by cutting a core depression into the closed side of the form. The design of the interlocking teeth assures that the vertical cores align whether running in a straight line or at ninety degree angles. Lines on the forms between cores indicate cutting locations. B. REINFORCEMENT Refer to the structural chart in the details section of the "Construction Guidelines" for the proper amount and placement of reinforcing rods. An engineer who is familiar with conditions local to the construction project shall check any design to assure its adequacy. The horizontal rode can be placed on the connection webs of the form; and is to use the REDDI-FORM Rebar Chairs. The design of the chair gives maximum structural efficiency to the REDDI-FORM wall. C. CONCRETE For standard applications we suggest using a minimum 3,000 lb. pea gravel pump mix, poured at a slump of 4" to 6". Concrete of higher strength may also be used if desired or if specified by an engineer for a particular project. The concrete can be poured from a truck, by hand, or by bucket, but a concrete pump utilizing a 2" to 2 1/2" hose is much easier and recommended. It is a requirement to use a maximum gravel size of less than 1/2". When pouring, use accepted practices to avoid undue stress of the forms. 1.05 SUBMITTALS A. Submit shop drawings and product data under provisions of Section [01300.] [01340.] B. Submit most recent version of manufactures text titled "Construction Guidelines": which contains specific installation instructions, and other important information needed for construction. Reddi-Form, Inc. 62 Construction Guidelines 1.06 DELIVERY, STORAGE, AND HANDLING Reddi-Form is manufactured out of 100% expanded polystyrene (EPS). EPS has good resistance to acids, bases, salts and alcohol -based products, and poor resistance to fuel oils, solvents, keytones, esters and oil based chemicals. Where insects are a problem, protect Reddi-Form with HDPE film. A. Deliver to job site in original manufactures wrapping clearly marked to identify contents. B. When stored outdoors for extended periods protect product from direct sunlight. PART 2 PRODUCTS 2.01 ---- MANUFACTURER A. Reddi-Form Incorporated, Box 165, Oakland, New Jersey 07436 2.02 MATERIALS A. Reddi-Form is manufactured using 100% Modified Expanded Polystyrene from one of the following manufacturers: NOVA Chemicals, BASF, or, Huntsman Chemical. All of the raw materials used shall meet or exceed the following guidelines: Property Test Result Maximum Thickness 3.6 inches Density 1.8 pcf Color White Maximum Recommended use Temperature 165 degrees F R -value ASTM C-236 20 Flame Spread ASTM E-84 <25 Smoke Developed ASTM E-84 <450 Tensile Strength MIL -P-19644 50 psi minimum Water Absorption % by Volume ASTM C-272 <2% Water Vapor Permeability (Perm -In) ASTM E-96 2.0-5.0 Sound ASTM E-336 52 STC 63 Reddi-Form, Inc. Construction Guidelines B. For a complete list of accepted compatible materials refer to the manufacturer's Construction Guidelines." Any material may be used with Reddi-Form upon obtaining notice of compatibility from the Manufacturer. 2.03 SOURCE QUALITY CONTROL A. Test Reddi-Form at the time of manufacture in accordance with ETL Laboratories "Report and Procedural Guide for complying with ETL classification in -plant labeling, and follow-up requirements for leave -in-place formwork for concrete" Report No. 513149. ETL Laboratories, Inc., Industrial Park, Cortland, New York 13045 PART 3 EXECUTION 3.01 INSTALLATION A. The installation procedures are too expensive to list in this section, refer to the manufacturer's "Construction Guidelines": for all installation procedures. For additional or added installation information the manufacturer can be contacted directly for consultation as to the uses of its products. Reddi-Form, Inc. 64 Construction Guidelines ReMi Form Length Conversion Chart for 6" core # CORES LENGTH LENGTH METERS 1 0'-9.6" .244 2 1'-7.2" .488 3 2'-4.8" .732 4 3'-2.4" .975 5 4'-0" 1.219 6 4'-9.6" 1.463 7 5'-7.2" 1.707 8 6'-4.8" 1.951 9 7'-2.4" 2.195 10 8'-0" 2.438 11 8'-9.6" 2.682 12 9'-7.2" 2.926 13 10'-4.8" 3.170 14 11'-2.4" 3.414 15 12'-0" 3.658 16 12'-9.6" 3.901 17 13'-7.2" 4.145 18 14'-4.8" 4.389 19 15-2.4" 4.633 20 16'-0" 4.877 21 16'-9.6" 5.121 22 17'-7.2" 5.364 23 18'-4.8" 5.608 24 19'-2.4" 5.852 25 20'-0" 6.096 26 20'-9.6" 6.340 27 21'-7.2" 6.584 28 22'-4.8" 6.828 29 23'-2.4" 7.071 30 24'-0" 7.315 31 24'-9.6" 7.559 32 25'-7.2" 7.803 33 26'-4.8" 8.047 34 27'-2.4" 8.291 35 28'-0" 8.534 # CORES LENGTH LENGTH METERS 36 28'-9.6" 8.778 37 29'-7.2" 9.022 38 30'-4.8" 9.266 39 31'-2.4" 9.510 40 32'-0" 9.754 41 32'-9.6" 9.997 42 33'-7.2" 10.241 43 34'-4.8" 10.485 44 35'-2.4" 10.729 45 36'-0" 10.973 46 36'-9.6" 11.217 47 37'-7.2" 11.460 48 38'-4.8" 11.704 49 39'-2.4" 11.948 50 40'-0" 12.192 51 40'-9.6" 12.436 52 41'-7.2" 12.680 53 42'-4.8" 12.924 54 43'-2.4" 13.167 55 44'-0" 13.411 56 44'-9.6" 13.655 57 45'-7.2" 13.899 58 46'-4.8" 14.143 59 47'-2.4" 14.387 60 48'-0' 14.630 61 48'-9.6" 14.874 62 49'-7.2" 15.118 63 50'-4.8" 15.362 64 51'-2.4" 15.606 65 52'-0" 15.850 66 52'-9.6" 16.093 67 53'-7.2" 16.337 68 54'-4.8" 16.581 69 55'-2.4" 16.825 70 56'-0" 17.069 If this chart is used to locate centers of cells for rebar, remember to start first bar a 4,8" and 9.6" thereafter. Bold characters define multiples of uncut forms. Maximum tolerance of this chart is ± 1/4". One form = 9 5/8" Wide X 12" Tall X 48" Long = .244 M. Wide X .305 M. Tall X 1.22 M. Long. 65 Reddi-Form, Inc. Construction Guidelines MINIMUM VERTICAL WALL REINFORCEMENT FOR 6 -INCH AND 8 -INCH CORES REDDI-FORM BASEMENT WALLS 1,2'3'4'5'6 For SI: 1 foot=0.3048m; 1 inch=25.4mm; 1pcf=16.0179 kg/m` 'Table values are based on reinforcing bars with a minimum yield strength of 40,000 psi (276 MPa) and concrete with a minimum specified compressive strength of 2,500 psi (17.2 MPa). Spacing of rebar shall be permitted to be increased by 12 inches (305 mm) when reinforcing steel with a minimum yield strength of 60,000 psi (414 MPa) is used. Reinforcement, when required, shall not be less than one #4 bar at 48 inches (1.2 m) on center. 'N/R indicates no reinforcement is required. 'Deflection criterion is U240, where L in the height of the basement wall in inches. 'Interpolation shall not be permitted. "Walls shall be laterally supported at the top before backfilling. Reddi-Form, Inc. 66 Minimum Vertical Reinforcement Max. Maximum Maximum Maximum Maximum Wall Unbalanced Equivalent Equivalent Equivalent Fluid Height Backfill Fluid Density 45 pcf Density Height' 30 pcf 60 pcf (feet) (feet) Minimum Wall Thickness (inches) 6 8 6 8 6 8 #4 @ 48" N/R #3 @ 9-1/2"; N/R #3 @ 9-1/2; N/R 4 #4 @ 19"; #4 @ 9-1/2" #5 @ 28-3/4" #5 @ 19" #3 @ 9"; N/R #3 @ 12.,, #4 @ 24"; #4 @ 9-1/2"; #4 @ 12' 5 #4 @ 19"; #4 @ 12" #5 @ 36" #5 @ 9-1/2" #5 @ 24" 8 #5 @ 19" 6 #4 @ 9-1/2"; #4 @ 24"; #4 @ 9-1/2"; #4 @ 12"; #4 @ 9-1/2"; #4 @ 12"; #5 @ 9-1/2" #5 @ 36" #5 @ 9-1/2" #5 @ 24" #5 @ 9-1/2" #5 @ 12" #4 @ 9-1/2"; #4 @ 12" #4 @ 9-1/2"; #4 @ 12''; #4 @ 9-1/2"; #5 @ 12"; 7 #5 @ 9-1/2"; #5 @ 12"; #5 @ 9-1/2" #5 @ 12" #5 @ 9-1/2" #6 @ 12" #6 @24" #4 @ 8" N/R #3 @ 9-1/2"; N/R #3 @ 9-1/2"; N/R 4 #4 @ 19"; #4 @ 9-1/2"; #5 @ 28-3/4" #5 @ 9-1/2" #3 @ 9-1/2"; N/R #4 @ 9-1/2"; #4 @ 12"; #4 @ 9-1/2"; #4 @ 12"; 9 5 #4 @ 9-1/2" #5 @ 9-1/2" #5 @ 24" #5 @ 9-1/2" #5 @ 24" #5 @ 19" 6 #4 @ 9-1/2"; #4 @ 24"; #4 @ 9-1/2" #4 @ 12"; #4 @ 9-1/2" #4 @ 12"; #5 @ 9-1/2" #5 @ 24" #5 @ 12" #5 @ 12" #4 @ 9-1/2''; #4 @ 12"; #4 @ 9-1/2"; #5 @ 12"; #4 @ 9-1/2'; #5 @ 12' 7 or #5 @ 9-1/2" #5 @ 24" or #5 @ 9-1/2" #6 @ 12" or #5 @ 9-1/2" #6 @ 12" 8 #4 @ 9-1/2"; #4 @ 12"; #4 @ 9-1/2"; #5 @ 12"; #4 @ 9-1/2"; Design or #5 @ 9-1/2" #5 @ 12" or #5 @ 9-1/2" #6 @ 12" or #5 @ 9-1/2" Required #4 @ 8" N/R #3 @ 9-1/2"; #4 @ 24" #3 @ 9-1/2"; #3 @ 12'; 4 #4 @ 9-1/2"; #5 @ 24"; #4 @ 9-1/2" #4 @ 12"; #5 @ 19"; #6 @ 36" #5 @ 24" #3 @ 9-1/2'; #4 @ 9-1/2'; #3 @ 13'; #4 @ 9-1/2" #4 @ 12'; 5 #4 @ 9-1/2" #5 @ 9-1/2" #4 @ 24"; #5 @ 24" #5 @ 24"; 10 #6 @ 36- 6 #4 @ 9-1/2"; #4 @ 12"; #5 @ 9-1/2" #4 @ 12"; #5 @ 9-1/2" #5 @ 12"; #5 @ 9-1/2" #5 @ 24" #5 @ 12" #6 @ 12" 7 #4 @ 9-1/2"; #4 @ 12"; #5 @ 9-1/2" #5 @ 12"; #5 @ 9-1/2" #6 @ 12" #5 @ 9-1/2" #5 @12" #6 @ 12" 8 #4 @ 9-1/2" #4 @ 12"; #5 @ 9-1/2" #6 @ 12" #5 @ 9-1/2" Design #5 @ 9-1/2" #5 @ 12" 1 1 1 1 Required For SI: 1 foot=0.3048m; 1 inch=25.4mm; 1pcf=16.0179 kg/m` 'Table values are based on reinforcing bars with a minimum yield strength of 40,000 psi (276 MPa) and concrete with a minimum specified compressive strength of 2,500 psi (17.2 MPa). Spacing of rebar shall be permitted to be increased by 12 inches (305 mm) when reinforcing steel with a minimum yield strength of 60,000 psi (414 MPa) is used. Reinforcement, when required, shall not be less than one #4 bar at 48 inches (1.2 m) on center. 'N/R indicates no reinforcement is required. 'Deflection criterion is U240, where L in the height of the basement wall in inches. 'Interpolation shall not be permitted. "Walls shall be laterally supported at the top before backfilling. Reddi-Form, Inc. 66 Construction Guidelines ME% IMUM VERTICAL WALL REINFORCEMENT 6 -INCH AND 8 -INCH CORES 1'2'3 FOR REDDI-FORM ABOVE -GRADE WALLS For SI:1 foot = 0.3048 m; 1 inch = 25.4 mm;l mph = km/hr t11iis table is based on reinforcing ban with a minimum yield strength of 40,000 psi (276 MPa) and concrete with a minimum specified com- pressive strength of 2,500 psi (17.2 MPa). Deflection criterion is L1240, where L is the height of the wall story in inches. Interpolation shall not be permitted. IReinforcement spacing shall be permitted to be increased by 12 inches (305 mm) when reinforcing steel with a minimum yield strength of 60,000 psi (414 MPa) is used or #4 reinforcing bars shall be permitted to be substituted for #5 bars when reinforcing steel with a minimum yield strength of 60,000 psi (414 MPa) is used with the same spacing. Reinforcement shall not be less than one #4 bar at 48 inches (1.2 m) on center. 67 Reddi-Form, Inc. 4 Minimum Vertical Reinforcement Design Maximum Wind Wall Supporting Roof or Non- Supporting Light- Supporting ICF Second Pressure height Load Bearing Wall Frame Second Story Story and Light -Frame (Table 4.11 Per Story and Roof Roof (psf) (feet) Minimum Wall Thickness (inches) 6 8 6 8 6 8 8 #4@48 #4@48 #4@48 #4@48 #4@48 #4@48 20 9 #4 @ 48 #4 @ 48 #4 @ 48 #4 @ 48 #4 @ 48 #4 @ 48 10 #4 @ 48 #4 @ 48 #4 @ 48 #4 @ 48 #4 @ 48 #4 @ 48 8 #4 @ 48 #4 @ 48 #4 @ 48 #4 @ 48 #4 @ 48 #4 @ 48 30 9 #4 @ 48 #4 @ 48 #4 @ 48 #4 @ 48 #4 @ 48 #4 @ 48 #4 @ 28-3/4; #4 @ 48 #4 @ 28-3/4; #4 @ 48 #4 @ 28-3/4; #4 @ 48 10 #5 @ 48 #5 @ 48 #5 @ 48 #4 @ 28-3/4; #4 @ 48 #4 @ 48 #4 @ 48 #4 @ 48 #4 @ 48 8 #5 @ 48 40 #4 @ 28-3/4; #4 _@4 8 #4 @ 28-3/4; #4 @ 48 #4 @ 28-3/4; #4 @ 48 9 #5 @ 48 #5 @ 48 #5 @ 48 #4 @ 19-1/4; #4 _@3 6; #4 @ 19-1/4; #4 @ 48 #4 @ 19-1/4; #4 @ 48 10 #5 @ 28-3/4 #5 @ 48 #5 @ 28-3/4 #5 @ 28-3/4 #4 @ 28-3/4; #4 @ 48 #4 @ 28-3/4; #4 @ 48 #4 @ 28-3/4; #4 @ 48 8 #5 @ 48 #5 @ 48 #5 @ 48 50 #4 @ 19-1/4; #4 @ 36; #4 @ 19-1/4; #4 @ 48 #4 @ 19-1/4; #4 @ 48 9 #5 @ 28-3/4 #5 @ 48 #5 @ 28-3/4 #5 @ 48 Design #4 @ 36; Design #4 @ 36; Design #4 @ 36; 10 Required #5 @ 48 Required #5 @ 48 Required #5 @ 48 #4 @ 19-1/4; #4 @ 48 #4 @ 19-1/4; #4 @ 48 #4 @ 19-1/4; #4 @ 48 8 #5 @ 28-3/4 #5 @ 28-3/4 #5 @ 48 60 #4 @ 19-1/4; #4 @ 36; Design #4 @ 36; Design #4 @ 36; 9 #5 @ 28-3/4 #5 @ 48 Required #5 @ 48 Required #5 @ 48 10 Design #4 @ 24; Design #4 @ 24; Design #4 @ 24; Required #5 @ 36 Required #5 @ 36 Required #5 @ 48 #4 @ 19-1/4; #4 @ 36; #4 @ 19-1/4; #4 @ 36; #4 @ 19-1/4; #4 @ 38 8 #5 @ 28-3/4 #5 @ 48 #5 @ 28-3/4 #5 @ 48 #5 @ 28-3/4 70 Design #4 @ 24; Design #4 @ 24; Design #4 @ 24; 9 Required #5 @ 36 Required #5 @ 48 Required #5 @ 48 10 Design #4 @ 12; Design #4 @ 24; Design #4 @ 24; Required #5 @ 36 Required #5 @ 36 Required #5 @ 36 #4 @ 9-5/8; #4 @ 24; #4 @ 9-5/8; #4 @ 24; #4 @ 9-5/8; #4 @ 36; 8 #5 @ 19-1/4 #5 @ 48 #5 @ 19-1/4 #5 @ 48 #5 @ 19-1/4 #5 @ 48 80 9 Design #4 @ 24; Design #4 @ 24; Design #4 @ 24• Required #5 @ 36 Required #5 @ 36 Required #5 @ 36 10 Design #4 @ 12; Design #4 @ 12; Design #4 @ 12; Required #5 @ 24 1 Required #5 @ 24 Required 1 #5 @ 24 For SI:1 foot = 0.3048 m; 1 inch = 25.4 mm;l mph = km/hr t11iis table is based on reinforcing ban with a minimum yield strength of 40,000 psi (276 MPa) and concrete with a minimum specified com- pressive strength of 2,500 psi (17.2 MPa). Deflection criterion is L1240, where L is the height of the wall story in inches. Interpolation shall not be permitted. IReinforcement spacing shall be permitted to be increased by 12 inches (305 mm) when reinforcing steel with a minimum yield strength of 60,000 psi (414 MPa) is used or #4 reinforcing bars shall be permitted to be substituted for #5 bars when reinforcing steel with a minimum yield strength of 60,000 psi (414 MPa) is used with the same spacing. Reinforcement shall not be less than one #4 bar at 48 inches (1.2 m) on center. 67 Reddi-Form, Inc. Construction Guidelines DESIGN WIND PRESSURE FOR USE WITH MINIMUM VERTICAL WALL REINFORCEMENT TABLES FOR ABOVE GRADE WALLS' Wind Speed (mph) Design Wind Pressure (psf) Enclosed' Pardall Enclosed' Expo ure 3 Exposure B C D B C D 85 18 24 29 23 31 37 90 20 27 32 25 35 41 100 24 34 39 31 43 51 110 29 41 48 38 52 61 120 35 48 57 45 62 73 130 41 56 66 53 73 85' 140 47 65 77 61 84' 99' 150 54 75 88' 70 96' 114' For SI:1 psf = 0.0479kN/m2; lmph = 1.6093 kni/hr 'This table is based on ASCE 7-98 components and cladding wind pressures using a mean roof height of 35 ft (10.7 m) and a tributary area of 10 ft2 (0.9 m2). Enclosure Classifications: Used for the purpose of determining internal wind pressure. Buildings are classified as partially enclosed or enclosed as defined in ASCE 7 [41. Exposure Categories: Reflects the effect of the ground surface roughness on wind loads in accordance with ASCE 7 141. Exposure Category B includes urban and suburban areas, or other terrain with numerous closely spaced obstructions having the size of single-family dwellings or larger. Exposure Category C includes open terrain with scattered obstructions having heights generally less than 30 ft (9.1 m) and shorelines in hurricane prone regions. Exposure D includes open exposure to large bodies of water in non -hurricane -prone regions. 'For wind pressures greater than 80 psf (3.8 kN/m2), design is required in accordance with accepted practice and approved manufacturer guidelines. MINIMUM VERTICAL WALL REINFORCEMENT FOR REDDI-FORM CRAWLSPACE WALLS 1'2'3'4'x' For SI: 1 foot = 0.3048 m; 1 inch = 25.4 mm; 1 pcf = 16.0179 kg/m3 'Table values are based on reinforcing bars with a minimum yield strength of 40,000 psi (276 MPa) and concrete with a min- inuam specified compressive strength of 2,500 psi (17.2 MPa). N/R indicates no vertical wall reinforcement is required. Spacing of rebar shall be permitted to be multiplied by 15 when reinforcing steel with a minimum yield straight of 60,000 psi (414 MPa) is used. Reinforcement, when required, shall not be less than one #4 bar at 48 inches (1.2 m) on center. Applicable only to crawlspace walls 5 feet (15 an) or less in height with a maximum unbalanced backfill height of 4 feet (1.2m). Interpolation shall not be permitted. Walls shall be laterally supported at the top before backfilling. Applicable only to one-story construction with floor bearing on top of crawlspace wall. Reddi-Form, Inc. 68 MINIMUM VERTICAL REINFORCEMENT WALL MAXIMUM MAXIMUM MAXIMUM THICKNESS EQUIVALENT EQUIVALENT EQUIVALENT FLUID (inches) FLUID DEVsrrY FLUID DENSrry DENSITY 30 pcf 45 pcf 60 pcf 6 #3 @ 19-1/4" #3 @ 19-1/4" # 3 @ 9-5/8"; #4 @ 48" #4 @ 48" #4 @ 24"; #5 @ 36" 8 N/R N/R N/R For SI: 1 foot = 0.3048 m; 1 inch = 25.4 mm; 1 pcf = 16.0179 kg/m3 'Table values are based on reinforcing bars with a minimum yield strength of 40,000 psi (276 MPa) and concrete with a min- inuam specified compressive strength of 2,500 psi (17.2 MPa). N/R indicates no vertical wall reinforcement is required. Spacing of rebar shall be permitted to be multiplied by 15 when reinforcing steel with a minimum yield straight of 60,000 psi (414 MPa) is used. Reinforcement, when required, shall not be less than one #4 bar at 48 inches (1.2 m) on center. Applicable only to crawlspace walls 5 feet (15 an) or less in height with a maximum unbalanced backfill height of 4 feet (1.2m). Interpolation shall not be permitted. Walls shall be laterally supported at the top before backfilling. Applicable only to one-story construction with floor bearing on top of crawlspace wall. Reddi-Form, Inc. 68 Construction Guidelines Minimum Horizontal Wall Reinforcement Reddi-Form 6" and 8" core ASTM Standard Reinforcement Bars Bar Size Designation Maximum Diameter Inches Redd! -Form Height of Location of Horizontal Reinforcement wall type wall story .11 1.178 #4 One No.4 bar within 12 inches (305 mm) of the top .500 8(2.4) of the wall story and one No. 4 bar near mid -height #5 1.043 of the wall story. .31 One No.4 bar within 12 inches (305 mm) of the top Reddi-Form 6" and 9(2.7) of the wall story and one No. 4 bar near third points 8" Core #7 in the wall story, .875 One No. 4 bar within 12 inches (305mm) of the top 2.749 #8 10(3.0) of the wall story and on No. 4 bar near third points in .79 3.142 the wall story, ASTM Standard Reinforcement Bars Bar Size Designation Pounds Per Foot Diameter Inches Cross Sec. Area Sq.. In. Perimeter Inches #3 .376 .375 .11 1.178 #4 .668 .500 .20 1.571 #5 1.043 .625 .31 1.963 #6 1.502 .750 .44 2.356 #7 2.044 .875 .60 2.749 #8 2.670 1.000 .79 3.142 69 Reddi-Form, Inc. Construction Guidelines Maximum Allowance Clear Spans for Reddi-Form Lintels in Load -Bearing Walls 1,2,3,4,5,6,7,8 (No. 4 Bottom Bar Size) Maximum Allowance Clear Spans for Reddi-Form Lintels in Load -Bearing Walls 1,2,3,4,5,6,7,8 (No. 5 Bottom Bar Size) Maximum Clear Span (feet -inches) Minimum Lintel Thickness, r (inches) Minimum Lintel Depth, D (inches) Minimum Lintel Supporting Light Frame Roof Only Supporting Light -Frame Second Story And Roof Supporting ICF Second Story And Light -Frame Roof" Supporting ICF Thickness, r Maximum Ground Snow Load (psf) Light -Frame Roof Light -Frame Second 30 70 1 30 1 70 1 30 70 6 12 3-7 2-10 1 2-5 1 2-0 1 2-0 D/R 24 9-10 8-1 1 7-6 1 6-7 1 6-11 1 6-2 Maximum Allowance Clear Spans for Reddi-Form Lintels in Load -Bearing Walls 1,2,3,4,5,6,7,8 (No. 5 Bottom Bar Size) For SI: 1 foot=25.4mm; 1psf=0.0479 kN/mz; 1 foot=0.3 m Table values are based on concrete with a minimum specified compressive strength of 2,500 psi (17.2 MPa), reinforcing steel with a minimum yield strength of 40,000 psi (276 Wa), and a building width (floor and roof clear span) of 32 feet (9.8m): D/R indicates design required. Stirups are not required for 12 in (304.8 mm) deep screen grid lintels. Stir -ups shall be required at a maximum spacing of 12 inches (304.8 mm) on center for 24 in (609.6 mm) deep screen -grid lintels. Deflection criterion is L/240, where L is the clear span of the lintel in inches. Linear interpolation is permitted between ground snow loads and between lintel depths. Spans located in shaded cells shall be permitted to be multiplied by 1.2 when reinforcing steel with a minimum yield strength of 60,000 psi (414 MPa) is used. Spans shall be permitted to be multiplied by 1.05 for a building width (floor and roof clear span) of 28 feet (8.5 m). Spans shall he permitted to be multiplied by 1.10 for a building width (floor and roof clear span) of 24 feet (7.3 m). " Lintel thickness corresponds to the nominal screen -grid ICF wall thickness. For actual wall thickness, refer to section 2.0. ° Supported ICF Wall dead load is 53 psf (2.5kPa). 'Flat ICF lintels may be used in lieu of screen -grid lintels. (b) Double Form Height (a) Single Form Height Maximum Clear Span (feet -inches) Minimum Lintel Minimum Lintel Supporting Supporting Supporting ICF Thickness, r Depth, D Light -Frame Roof Light -Frame Second Second Story And (inches) (inches) Only Story And Roof Light -Frame Roof'° t Maximum Ground Snow Load (psf) r 30 1 70 1 30 1 70 1 30 1 70 6 12 3-7 1 2-10 1 2-5 1 1-10 1 2-0 1 D/R 24 1 12-2 1 10-0 1 9-3 1 8-3 1 8-7 1 7-8 For SI: 1 foot=25.4mm; 1psf=0.0479 kN/mz; 1 foot=0.3 m Table values are based on concrete with a minimum specified compressive strength of 2,500 psi (17.2 MPa), reinforcing steel with a minimum yield strength of 40,000 psi (276 Wa), and a building width (floor and roof clear span) of 32 feet (9.8m): D/R indicates design required. Stirups are not required for 12 in (304.8 mm) deep screen grid lintels. Stir -ups shall be required at a maximum spacing of 12 inches (304.8 mm) on center for 24 in (609.6 mm) deep screen -grid lintels. Deflection criterion is L/240, where L is the clear span of the lintel in inches. Linear interpolation is permitted between ground snow loads and between lintel depths. Spans located in shaded cells shall be permitted to be multiplied by 1.2 when reinforcing steel with a minimum yield strength of 60,000 psi (414 MPa) is used. Spans shall be permitted to be multiplied by 1.05 for a building width (floor and roof clear span) of 28 feet (8.5 m). Spans shall he permitted to be multiplied by 1.10 for a building width (floor and roof clear span) of 24 feet (7.3 m). " Lintel thickness corresponds to the nominal screen -grid ICF wall thickness. For actual wall thickness, refer to section 2.0. ° Supported ICF Wall dead load is 53 psf (2.5kPa). 'Flat ICF lintels may be used in lieu of screen -grid lintels. (b) Double Form Height (a) Single Form Height 1.5 in. Min. T 2.5 in. Max. .. Horizontal Concrete 'Core(Hidden) - No. 4 Bar Lintel t Reinforcement D dj _ r _ _ Vertical Concrete Core i �.. l 1 ...1 Insulating Form 1.5 in. Min. T 2.5 in. Max. •� - D d 1 in. Min. 5 Horizontal lintel Stirrup No.3 Stitp as Required Horizontal Concrete Core (Hidden) No. 4 Bar Lintel Reinforcement Insulating Form Vertical Concrete Core 1.5 in. Min. jl 1.5 2.5 in. Max. Horizontal Lintel 2.5 m. Max. Reinforcement as Required Reinforcement as Required Reddi-Form, Inc. 70 Construction Guidelines Maximum Allowance Clear Spans for Flat Lintels/Design Without Stirrups in Load -Bearing Walls 1,2,3,4,5,6,7 (No. 4 or No.5 Bottom Bar Size) Minimum Lintel Thickness, r (inches) Minimum Lintel Depth, D (inches) Maximum Clear Span (feet -inches) Supporting Light -Frame Roof Only Supporting Light -Frame Second Story And Roof Supporting ICF Second Story And Light -Frame Roof'° Maximum Ground Snow Load (psf) 30 70 30 70 30 70 6 12 -8 - -3 3-11 3-10 3-7 24 9-8 7-11 7-4 7-6 6-7 6-1 8 12 5-9 -5 70 3-10 3-7 24 9- 7-11 7-4 6-6 -7 -0 'Spans located in shaded cells shall be permitted to be multiplied by 1.05 when concrete with a minimum compressive strength of 3,000 psi (20.7 MPa) is used or by 1.1 when concrete with a minimum compressive strength of 4,000 psi (27.6 MPa) is used. 'Supported ICF wall dead load varies based on wall thickness using 150 psf (2403kg/m3) concrete density. Maximum Allowance Clear Spans for Flat Lintels/Design Without Stirrups in Load -Bearing Walls 1,2,3,4,5,6,7 (No. 4 Bottom Bar Size) Minimum Lintel Thickness, 'I'9 (inches) Minimum Lintel Depth, D (inches) Maximum Clear Span (feet -inches) Supporting Light Frame Roof Only Supporting Light -Frame Second Story And Roof Supporting ICF Second Story And Light -Frame Rooft° Maximum Ground Snow Load (psf) 30 70 30E-7-6 30 70 6 12 -8 5-5 5-0477—-1 24 9-8 8-0 7-5 6-8 -0 8 12 -7 5-5 5-0 -47=-7-1 24 9- 7-11 7-4 7 -0 1Table values are based on concrete with a minimum specified compressive strength of 2,500 psi (17.2 MPa), reinforcing steel with a minimum yield strength of 40,000 psi (276 MPa), and a building width (floor and roof clear span) of 32 feet (9.8m). 2Deflection criterion is 1,/240, where L is the clear span of the lintel in inches. 3Linear interpolation is permitted between ground snow loads and between lintel depths. 4Lintel depth, D, is permitted to include the available height of ICF wall Iocated directly above the lintel, provided that the increased lintel depth spans entire Length of the lintel. 5Spans located in shaded cells shall be permitted to be multiplied by 1.2 when reinforcing steel with a minimum yield strength of 60,000 psi (4 14 MPa) is used. 6Spans shall be permitted to be multiplied by 1.05 for a building width (floor and roof clear span) of 28 feet (8.5 m). 7Spans shall be permitted to be multiplied by 1.1 for a building width (floor and roof clear span) of 24 feet or less (7.3 m). 8Supported ICF wall dead load is 69 psf (33 kPa) Section Cut through Flat Wall 1-1/2'(38 mm) Minimum 2-1/2" (CA turn) Maximum 1-1/2'(38 mm) Minimum 2-1/2"(64 mm) Maximum T- - No.4 Dar lintel Reinforcement - Minimum No.3 Stirrup as Required Insulating Form �-�-- Horizontal lintel - --- - -- -- Reinforcement as Required 71 Reddi-Form, Inc. ■ H A H IWO �rE u - — H H - No.4 Dar lintel Reinforcement - Minimum No.3 Stirrup as Required Insulating Form �-�-- Horizontal lintel - --- - -- -- Reinforcement as Required 71 Reddi-Form, Inc. Construction Guidelines I (Fort Maximum 21/2" 'i�°€r• Typical Wood Ledger Installation with ICFLC ICFLC and ICFLC-W Installation Side View (Minimum Spruce -Pine -Fir ledger ICFLC w/ ICFLC-W Spacing to Replace Anchor Bolts h" diameter bolts at 'A" diameter bolts at 12" o.c. 24" o.c. 36" o.c 48" o.c 12" o.c. 24"o.c. 36" o.c 48" o.c. 4' 4' 4' 4' 4' 4' 4' 1 4' 2-'/." diameter bolts at 'l." diameter bolts at 36" o.c 48" o.c 12" o.c. 24" o.c. 36" o.c 48" o.c. E2c. 4' 4' E 1 4' 1 4' 1 4' 4' 1. Maximum capacity is 2235 lbs. Allowable load is based an a safety factor of 3 2. No load duration increase is allowed. 3. Use 6-D3 screws (provided). Requires 3 screws at each location. Follow Table for on center spacing. ICFLC Installation Top View -Spacing MAXIMUM 48" O.C. SPACING 1W (See Table) Typical Wood Ledger Installation with ICFLC (Minimum 16 gauge steel ledger) Ledger (Gauge) ICFLC Spacing to Replace Anchor Bolts /z" diameter bolts at 5/a" diameter bolts at 12" o.c. 24" o.c. 12" o.c. 24" o.c. 16 0.060 1'-3" 2'-6" 1 2' 14(0.075) 1' 2"' 0-91, 1. Maximum allowable load for ICFLC is 2235 Ibs. Allowable load is based an a safety factor of 3 2. No load duration increase is allowed. 3. Use three 'A. -14 x'% ", #3 drill point screws (not provided). Minimum screw shear capacity is 750 lbs. 4. Minimum tensile strength (Fu) of steel ledger is 60 ksi. Reddi-Form, Inc. 72 Construction Guidelines Uregon DEPARTMENT OF ENERGY August 19, 1992 Reddi-Form Bob Caspell Sales Representative 5828 N.E. Halsey St. Portland, OR 97220 Dear Bob: Thank you for sharing with the State of Oregon Department of Energy the test reports performed by Sparrell Engineering Research Corporation on your polystyrene/concrete wall structure. The ASTM C236 thermal resistance testing procedure used by Sparrell Engineering of Damariscotta, Maine is approved for use within the State of Oregon. The wall system submitted had a tested U -Value of .055 with an over-all R -Value of 1827. These values are for the polystyrene/concrete wall system only. The wail system tested meets the requirements of the Oregon amendments to the CABO One and Two Family Dwelling Code for both above grade (U-.060) and below grade (U-.056) applications. Please feel free to share this information with your colleagues. If I can be of any further assistance, please don't hesitate to contact me again. Sincerely, Cindy Brown rts Energy Analyst - Residential �o Policy & Planning Division 0 625 Marion Street NE Salem, OR 97310 (503) 37&4040 FAX (503) 373-7806 Toll -Free 1-800-221-8035 73 Reddi-Form, Inc. Construction Guidelines U. S. Department of Housing and Urban Development Washington, D.C. 20410-8000 t ,CC OFFICE OF THE ASSISTANT SECRETARY FOR HOUSING -FEDERAL HOUSING COMMISSIONER Mr. Henry J. Guarriello, Jr. President Reddi Form Incorporated 250 Canal Road Fairless Hills, PA 19030 Dear Mr. Guarriello: Thank you for your letter of May 19, 1992, concerning the Department of Housing and Urban Development's (HUD) acceptance of your Reddi Form Wall System for one and two-story dwellings. The stay in-place forms, reinforced concrete walls can be inspected in the field and accepted by HUD Field Office's. Therefore, your system does not, warrant or require a Structural Engineering Bulletin (SEB). The reinforced concrete walls should be analyzed and designed by a registered structural engineer and be in accordance with the HUD Minimum Property Standards MPS), copy enclosed. You may note in the MPS the applicable construction code for a specific area is available through the HUD regional and field offices having jurisdiction. Technical assistance to HUD Field Offices to determine acceptability of individual designs may also be requested by the Field Offices from HUD Headquarters. I appreciate your interest in innovative construction and the Department's programs. If you need additional information please contact Davis White on (202) 708-1929. Sincerely, �onxt R. Fairman Chief, Standards and Products Branch Manufactured Housing and Construction Standards Division Enclosure Reddi-Form, Inc. 74 Construction Guidelines November 16, 1998 Mr. Ron Ardres Reddi-Form, Inc. P.O. Box 165 Oakland, NJ 07436 Ref: EIFS Dear Mr. Ardres: Some exciting news about ICF and EIFS: Parex, a nationally recognized EIFS manu- facturer, recently conducted tests using our coatings over Reddi-Form@ ICF system. We have determined that Parex IMPACT SYSTEM, a flexible polymer modified coating system, can be installed over Reddi-Form® ICF system, in accordance to the enclosed specification. Impact System consist of Parex I -C One Base Coat installed in two coats and reinforced with Parex mesh, and of Parex 100% Acrylic Dirt Pick-up Resistant Finish. Parex Impact System provides superior puncture and impact resis- tance, yet is flexible like standard EIFS coatings. Parex Impact System is available from all Parex distributors, 100 locations throughout the US. A 5 -year material warranty is available for Parex Impact System installed over Reddi-Form@ ICF. Please find enclosed our specification and literature. We believe that the combination of Parex and Reddi-Form will provide an outstanding construction system. Please contact us at 800-537-2739 to know your closest Parex distributor location. Sincerely, Gerard Migeon Product Manager Parex, Inc. P.O. Sox 189, 1870 Stone Mt.-Gthoma Rd., Redan, GA 30074 Phone 77D-482-7872 fax 770.482.6878 w Parex.cnm 75 Reddi-Form, Inc. Construction Guidelines SECTION 7: A PARTIAL LIST OF PRODUCTS COMPATIBLE WITH THE REDDI-FORM WALL SYSTEM The following list of products is included for convenience only. It in no way endorses or recommends one product over others. This is not a comprehensive list. If there are any products or companies that would enhance this list, we will add them with each successive printing. Having ones name or product on this list does not constitute individual companies' approval or warranties. Please check with the companies before using products for warranty and use information relative to application on the Reddi-Form wall system. Waterproofing Systems POLYKEN Technologies (Membrane T)rpe) 690 Canton Street Westwood, MA 02090 Chase Corp. / Royston Laboratories Div. (800) 248-7659 128 First Street (Blawnox) Pittsburgh, PA 15238 PROTECTO WRAP Waterproofing (412) 828-1500 Membranes (800) 245-3209 Protecto Wrap Company 2255 S. Delaware Street Pacific Polymers Denver, CO 80223 12271 Monarch Street (303) 777-3001 Garden Grove, CA 92641 (800) 759-9727 (714) 898-0025 WR Grace, Inc. PARASEAL Dual Membrane Eastern Region Sales Office Waterproofing 2133 85th Street Mameco/Paramount North Bergen, NJ 07047 4475 175th Street (201) 869-5220 Cleveland, OH 44128 (800) 862-7327 (800) 658-5500 WR Meadows, Inc. POLYGUARD Waterproofing Membranes P.O. Box 543 Polyguard Products, Inc. with approved Elgin, IL 60121 Termite Barrier (708) 683-4500 P.O. Box 755 Ennis,TX 75119 VOLCLAY (214) 875-8421 American Colloid Co. (800) 541-4994 1500 W. Shore Drive Arlington Heights, IL 60004 POLYKEN Technologies (708) 392-4600 690 Canton Street (708) 506-6195 Fax Westwood, MA 02090 (800) 248-7659 Reddi-Form, Inc. 76 Waterproofing Systems (Stucco Type) Retro -Tek 3865 Hoepker Road Madison, WI 53704 (800) 225-9001 THORO Foundation Coating Thoro Systems Products 7800 N.W 38th Street Miami, FL 33166 (800) 327-1570 Waterproofing Systems (Spray -On Type) RUB -R -WALL RPC, Inc. Rub -R -Wall 1135 West Portage Trail Ext. Akron, OH 44313 (800) 860-7721 Warranties for ICF Tuff-N-Dri 800 Irving Wick Drive P.O. Box 2155 Heath, OH 43056 (800) 876-5624 Warranties for ICF Drainage Systems ENKADRIAN Subsurface Drainage Matting Type 9010 to 10' depth, Type 9020 to 30' depth American Enka Company Enka, NC 28728 (704) 667-7713 GEOTECH Insulated Drainage Board / GEOTECH Insulated Drainage Panel Foam Products, Inc. 900A 77th Avenue Oakland, CA 94621 (415) 569-9681 Construction Guidelines MIRADRAIN Prefabricated Drainage Structure, Styles 3000, 4000, 6000 & 9000 Mirafi, Inc. P.O. Box 240967 Charlotte, NC 28224 (800) 438-1855 NICOLON Mirafi 3500 Parkway Lane Suite 500 Norcross, GA 30092 (800) 685-9990 ext. 382 Exterior Coating Systems California Stucco 85 Zabrinskie Street Hackensack, NJ 07601 (201) 342-0878 DRYVIT Systems, Inc. One Energy Way P.O. Box 1014 West Warwick, RI 02893 (401) 822-4100 (800) 566-7752 Finestone Coatings 3000 W. Beecher Drive Adrian, MI 49221 (800) 545-6555 Parex Inc. P.O. Box 189 1870 Stone Mt.-Lithonia Rd. Redan, GA 30074 770-482-7872 Website: www.parex.com Perma Crete 501 Metroplex Drive Suite 115 Nashville,TN 37211 (615) 331-9200 (615) 834-1335 Fax (800) 60 PERMA 77 Reddi-Form, Inc. Construction Guidelines PLASTER GLASS Stucco System Barret Industries Route 3, Box 211B1 San Antonio,TX 78218 POWERWALL Fiber Reinforced Stucco System Powerwall Corporation 2701 East Camelback Road, No. 450 Pheonix,AZ 85016 Rekto-Tek 3865 Hoepker Road Madison, WI 53704 (800) 225-9001 This company will give a standard 5 -year warranty for its product used on the Reddi-Form Wall system. Silpro 2 New England Way Ayer, MA 01432 (800) 343-1501 STO Exterior Wall Finish and Insulation System STO Industries, Inc. P.O. Box 219 Quality Lane Rutland, VT 05701 (800) 851-5533 SYNERGY Exterior Wall Finish and Insulating System Synergy Methods, Inc. 1367 Elmwood Avenue Cranston, RI 02910 Weatherall Co., Inc. 106 Industrial Way Charlestown, IN 47111 (812) 256-3378 (800) 367-7068 (812) 256-2344 Fax Vinyl Technologies Inc. U Bock P.O. Box 4238 Logan, Utah 84325 1-888-578-2852 Fax: 435-750-6948 Email: uti@vBuck.com www.vBuck.com Lentil Systems Powers Steel & Wire 4118 E. Elmwood St. Phoenix,AZ 85040 Ph. 602-437-1160 Fax. 602-437-5409 Stone and Brick Veneers Cultured Stone P.O. Box 270 Napa, CA 94559 Inside CA - (800) 445-9877 Outside CA - (800) 225-7462 U.S. Brick System P.O. Box 907 Owosso, MI 48867 (800) 447-7440 Footing Forming Drainage System FormA-Drain Certain Teed Corp. 750 E. Swedesford Road Valley Forge, PA 19482 (610) 341-6950 Tools & Accessories ICF Accessories 888-203-7655 Email: icfacces@uslink.net For hot wire tools, air nailer — contact: Reddi-Form, Inc. (800) 334-4303 Wind Lock 1-877-468-5643- toll free Email: sale@hotknife.com Web: www.hotknife.com Simpson -Strong -Tie 4120 Doblin Blvd. Ste 100 Doblin, C.A. 94568 800-999-5099 www.stongtie.com Reddi-Form, Inc. 78 . rm® di d -Fo em"-Re Sta,&-Place Insulated Wall Forming Syst P.O. Box 165 Oakland, New Jersey 07436 1-800-334-4303 E -Mail: Reddi-Form@Carroll.com Web Site: www.Reddi-Form.com Distributed by: WV. E kA Air Quality Experts, Inc. 3 Brentwood Avenue Salem, N.H. 03079 603-894-6465 NOVEMBER 17, 1992 NO. ANDOVER HEALTH DEPARTMENT 120 MAIN STREET NO. ANDOVER, MA 01845 DEAR SIR: ENCLOSED PLEASE FIND A COPY OF NOTIFICATION SENT TO THE STATE FOR AN ASBESTOS ABATEMENT PROJECT PERFORMED AS AN EMERGENCY. THE JOB TOOK PLACE ON NOVEMBER 18, 1992. PROJECT: SCHRUENDER PROPERTY 114-116 UNION STREET NORTH ANDOVER, MA 01845 ANY QUESTIONS CONCERNING THIS MATTER SHOULD BE DIRECTED TO MY ATTENTION. SINCERELY, C b 3 l l J� CHRISTOPHER THOMPSON PRESIDENT w'. Commonwealth of Massachusetts Asbestos Notlfl atlon Form — ANF -001• -it a Asbestos Abatement DescrlptlonAl ; 'Facility location, S'.C..ti� (� � ..Q... ..f�........ . E.� �.....ES..?..A T..�.... ��..y..:.� �.�......»0N ell f St:...... INSTRUCTIONS Name Address ...................................... In, e 0 s. 1. All sections of this .... /v 0 �!» �•P a.E.. i.....••...........•...... t o 6 8 5 .5000 V......8 ct ........ . ,.. .....�.......................•............. form must be completed Clry/lawn II lin rale dere diene in order to comply with t. C hl ./1 . f A f 4 ifteDepartment of e»M........................................................................ ., Environmental: , .,. allslbea0iklle eralMn7 bu/lding'rarne,/,winy,aaor own Wl Protection notification requirements of 310 CMR 2. Is the facility, occupied? esONo ` 7,15 (ton woWnpdip \ .c<:e°'ao-J rV! f e Pilot noirxafionIs 3, Asbestos Contractor: requirado/anyabatemenf -- prolk4;and the AIR QUALITY EXPERTS, INC. 349 S0. BROADWAY #8. t,« .............................................................................. .............................................».................. y.............................»............................... Department of Labor Name Address and Industries w.__ . _ . M._ ..� r; notilicationrequ(remenIS SALEM, NH': 03.079 603=894-6465 of453 CMR 6.12 (fen Ci •�oxn ....... ................................................................................I.......................»:.,:. ........... ... N lip we Id days prior nofirrcafion is--•--�-.- -- -- — � __ required otANY AC 0001 . 6 7:.L a- ab tux•xt+ abet atroq abatement project ouler:..:...................... ....................................................... .................. ... WRITTEN .. ............... ............. than Wee linear at Cunlrxtlylr(wdllmuYerlalJ 0 MIJO :SIO Itis *'' i'T.7 .8 s0are101_._•_•„•,w„•,—_q_0n-Site Project Superyisor/Foreman: - -} u i ;i23 1� 2. Subm6Original Fam CHRISTOPHER THOMPSON SF07797 - To: N rne.................................................................. Dll CenJlkallw� / .................................................. ..... ......:................................... Commonwealth of!- 1,:, i'r i ��, 1R,,.: t4. 0 71p .cv, Massachusetts 5. Project Monitor - Asbestos .,�j . Program . . P.O,B.120087 I 4 Boston, MA 02112- - * Nani e.......!.........:1........................................................................................................... .............................................................. 0067 .. .....:. DUCenifirarionJ 6. Asbestos Analytical Lab: 3.. This form maybe used for notifying 0,e ``' - 1 t........:............................................................................. .. US. Environmental Narnr •�....:............................... ...........................:................................................... Protection Agency Region Dll (.enifirahun/ ; r, I of asbestos demolition] 7, Projeq start date - _19/11 end date 11 / tg/9E specific work hours (Mon. -Fri.) z ' ( (Sat•Sun.) renovation operations subject to NESWS (40 CFR Subpart M).. 8. Whattype of project Is this? (circle one): demohtlon repair renovation : ooier(exp6lnJ ,tea •Mto1R f Qnt 1e aoalpuu,eoey 9. Describe the asbestos abatement procedures to be used (circle) gloveluy enclosure luaeanq)ament . cleanup 10,1 encapsulalan ...... disposal only olher(axplain) ». h Reoteo,r_ 10. Is.the job being conducted Indoors 0 outdoors I �+ �r..���• ..... ............ .... .. v.,... ,. r-ff-AW-WIZ7711. Total amount of each type of Asbestos Containing Materials (ACM) to be handled on pipes or ducts (linear ft,) 1L J0 or other rb surfaces (square It.) to be removed, enclosed or encapsulated: a A,13:' 'aft ':... linear/square feet- "' boiler; breaching, duct, lank surface coatings... _/_ thermal, solid core pipe Insulation11 , corrugated or layered paper pipe insulation.... Lao_/ insulating cement ....... . ..:. . . spray -on fireproo(np. . . . . ......, •., . ...... _% UoweYsp ayef coatings..: —/ w..._., �.ti..... , dolls, woven fabrics ...................... Gansife board, wail board. • _ other (please describe)—� • _/ .. r.... , ... ................. . / 7 12. Describe the decontamination system(s) to be used: ......• ................................... ...........................................................:.................... :........... .......:.1.......................... I.,............ #�'u`i13, Describe the contalnerization/disposal methods to comply with 310 CMR � 7,15 and 453 CMR 6,14,(2)(p) or +z' , : ET.,.,REMAY,A.L....I.N.T.O....6MIL.:;.P.OL.Y....ASBES.TAS:,.I,AHELEII'.BA�Sm°.t:w.:: !...».................... ... .. ..•..................••......... :.,^.� "a0.« ^^l .".:)li C..: it .........................•..... 14,,For Emergency Asbestos Abatement Operations, the DEP and DLI officials who evaluated the. emergency: �If�1xJ Name aDFi 1.,./."(........�..... ....... zJ` ....t �T0 u9kill J rine oan o/Aufhalnrbn . .... ..'.,9. °�.. .... ...... :Z,.a2....................... » ...... A . »ti�ireaciiuniciii•. _........•......................................................Y........•.....,..•................................. ........•................................................. ..................................... L d : i ... fkre aAulhwltarlw, Wal�rr / ................»` ............' .........' ...... 15. Do prevailing wage rates apply as per M.G.L. c. 149, § 26, 27, or 27A • F to this project? ❑ Yes No Rev,6192 facl!/1yDescrlplign 1. Current or prior use of facility: 2. Is the facility owner -occupied residential with 4 units or less? 0 Yes leo 3. Facility Owner: / rei A.....J...�...... .......... .�. �..4.......................... Name................................................................................................................................... Address Contractor's Workers Camp. Insurer Policy 1 Exp.Oale 6. What is the size of the facility%�(sq ft) �3 (I of floors) 93 Asbestos Transportation and Disposal 1. Transporter of asbestos -containing waste material from site to temporary storage site (if necessary) to final disposal site: AIR QUALITY EXPERTS, INC. 349 SO. BROADWAY #8 ........................................................................................................................................................................................................................................ Name Address SALEM, NEW HAMPSHIRE 03079 603-894-6465 ..................... ................ ........................... .I ........ ....... .I ..... ,...... .....,...................................,..................... ,............._.......................... ........... Civomi lip rade cele rphone 2. Transporter of asbestos-c.ogtaining,)yaste material from removal/ temporary storage site to :.,M...., mal disposal site: SAME �. ........................................................................................ Narne............................................................. Address Note: Transfer Ciry/fuwn lipcw/e Te/ephone .............................. .... Stations must comply with the 3. Refuse transfer station and owner (if applicable): Solid Waste Divisionre ula• g Name .......................................................................................................................... Adddresiess tions 310 CMR 18.00 ....................................................................................................................................................r..................................................................... Cirygown ill, crx/e fele phone 4. Final Disposal Site: TURNKEY LANDFILL WASTE MANAGEMENT OF NEW HAMPSHIRE Lcralion Narne ................................................................................................................................... Owners Name 90 ROCHESTER NECK RD. .......................................................................................................................................................................................................................................... Address ROCHESTER, NEW HAMPSHIRE 03867 603-332-2386 filyAemn _ liprnrle Ielenhone Certification The undersigned hereby states, under the penalties of perjury, that he/she has read the Commonwealth of Massachusetts Regulations for the Removal, Containment or Encapsulation of Asbestos, 453 CMR 6.00 and 310 CMF 7.15, and that the information contained in this notification is true and correct to the best of his/her knowledge and belief. CHRISTOPHER THOMPSON 1 7 �13hf, `u-1 C............................:.�........../.......'1.....................:... Print Name ... ........... ................ Autl,oruxlSilnalure Dale Note: Contractor must sign this PRESIDENT AIR QUALITY EXPERTS, INC.603-894-6465 formfor DLI Posllion/lllle ............................................................................ Represenlinp Telephone notification , purposes 349 SO. BROADWAY #8 ...:................................................................................................................................................................................................................................... SALEM, NH 03079 Address Cilyyrown lip axle Fee exempt (City, Town, district, municipal housing authority, owner -occupied residential of four units or less) 10 yes 0'n0 Sticker I (from front of form): TOWN OF NORTH ANDOVER Building Department 1600 Osgood Street Building 2- Suite 2-36 Building Dept North Andover MA 01845 Tel: (978) 688-9545_ Fax (978) 688-9542 RECEIVED OCT 210 2001 BUILDING DEPT. COMPLAINT FOR INVESTIGATION Cis // 5W DATE: TEL NAME OF COMPLAINTANT: j U Hk /VC 04 h`j O,-tl ADDRESS: rc--- COMPLAINT TYPE: Electrical: Plumbing: Gas: Building: Property Owner: Address: Other: / Signed: Complaint Fohn - Revised 6.2007 vets N o v✓L Oyt t �T-1 -q J-,O �P, b u k gotta � -S7hv') C� J I vi 2 Lj Ic's