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HomeMy WebLinkAbout44258-Z Q�gufFOt,�coG Town of Southold 3/14/2021 a y P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41875 Date: 3/14/2021 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 590 Soundview Ave Ext, Southold SCTM#: 473889 Sec/Block/Lot: 50.-4-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/20/2019 pursuant to which Building Permit No. 44258 dated 10/7/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory in-ground swimming pool as applied for. The certificate is issued to Monticciolo,Michael of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44258 9/23/2020 PLUMBERS CERTIFICATION DATED w 0 ryo d Signature `-" TOWN OF SOUTHOLD ��ogUFFO(,�C�✓ BUILDING DEPARTMENT a TOWN CLERK'S OFFICE SOUTHOLD, NY o � BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44258 Date: 10/7/2019 Permission is hereby granted to: Monticciolo, Michael 217 E 96th St Apt 30MN New York, NY 10128 To: construct accessory in-ground swimming pool as applied for. At premises located at: 590 Soundview Ave Ext, Southold SCTM # 473889 Sec/Block/Lot# 50.4-14 Pursuant to application dated 9/20/2019 and approved by the Building Inspector. To expire on 4/7/2021. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CERTIFICATE OF OCCUPANCY $50.00 Total: $300.00 ector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY Department with the following: This application must be filled in by typewriter or ink and submitted to the Building A. For new building or new use: lines, streets,and unusual natural or I_ Final survey of property with accurate location of all buildings, property topographic features_ 2_ Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying hatthle residenceer s and siin e,stmilar buildings andcontains,less install0ations,of �a certificate 5_ Commercial building, industrial building, P of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. onfor B. For existing buildings (prior to April 9, 1957) non-c. streets building uses, or band u buildings natural or topographic features. uses: showing all roe , 1. Accurate survey of property g P P �' features. 2_ A properly completed applicatio ndatethe reasons therefor in writing po the applicant- denied, ppl cant sent to inect signed by the aplicant. If a Certificate of Occupancy is denied,the Building Inspector shall C. Fees welling$50.00, 1. Certificate of Occupancy-New dwellinglding$50.00aAddi ons dwelling accessory building$50.00,Businesses$50-00- Swimmill $50 00. Swinwiug pool$50.00,Accessory building 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. I/a v _ New Construction: Old or Pre-existing Building: (check one Location of Property: Street Hamlet House No. Owner or Owners of Property: Block Lot Suffolk County Tax Map No 1000, Section Filed Map_ Lot: Subdivision Date of Permit. Applicant: Permit No_ Underwriters Approval: Health Dept. Approval: Planning Board Approval: -' Request for: 11 Temporary Certificate Final CertificateiApzplicantSignature Fee Submitted: $ pF 50(/r�„®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® Q sean.devlinCaD-town.southold.ny.us Southold,NY 11971-0959 C®iJNT1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Michael Monticciolo Address: 590 Soundview Ave Ext city Southold st: NY zip: 11971 Building Permit#: 44258 Section: 50 Block- 4 Lot 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: East County Electric License No, 1005ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor X 1st Floor Pool X New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures 11 Pump 1 Other Equipment. Pentair Pool Panel, Intermatic Pool Tranny, Salt Generator Power Center, Aqua- Solar, Silencer On 220GFI, Filter on 220GFI, Pump on 220GFI, Heater, Pool Cover w/ Keypad Notes. " AS BUILT, NO VISUAL DEFECTS " Did Not See Bonding- Pool Inspector Signature: ,,� '1 Date: September 23, 2020 S.Devlin-Cert Electrical Compliance Form As Ll Es OE SOUj tA (--J' � # TOWN OF SOUTHOLD-BUILDING DEPT. courm, 765-1802 INSPECTION - I FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O � REMARKS: CYL12 cn:�l DATE `Z INSPECTOR �`"' 1y�� oF souyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION I ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAq i [ ] FIREPLACE- -CHIMNEY° [ -] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: vp ikb w -v � m ,►� � 5►� row L-0, W rA'94_ DATE INSPECTOR FIELD INSPECTION REPORT I -DATE COMMENTS ,tn FOUNDATION(IST) H 00 ------------------------------------ C FOUNDATION (2ND) z o H ROUGH FRAMING& PLUMBING .q . 1 � r INSULATION PER N.Y. y STATE ENERGY CODE on IIN✓ ( 0 k/ lel b N tS1l2 FINAL 14 r • ("w� . — ADDITIO AL COMMENTS m ®p � b l H Z d t=i J TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey South oldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20l Mail to: Disapproved a/c Phone: AV�W� E tion..... ;2 fir` i.---", ;w Building nspector , -`' SEP 202019 - APPLICATION FOR BUILDING PERMIT BUTT IPTNCN 131711"�.n Datel- 1 , 20 / INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,ho sing code, and re ations, and to admit authorized inspectors on premises and in building for necessary inspe ' ( ignature of applicant or name,P a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engine r, general contractor, lectrician, plumber or builder J, c Name of owner of premises Of i i. J( cl[� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of-corporate officer) Builders License No:- - = .•;�-� Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street ' Hamlet County Tax Map No. 1'000 Section �' Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear d Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, P. m , 1� x t o o?Heir,"'107k (S)He is the 0JR08a,150 (Contractor, Agent, Corporate Officer, etc.) +�l� t jt9`�� g ,' Pt;q, ���`�( o�'di'�'a'� -br Cir Sr t� iy y�,�lJC!l/ of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ms's. 4 day of 640 - Notary Public Signature of Applicant Scott A. Russell ,��°SU '� STO] :MWA\TJER. SUPERVISORMANAGEMENTa U , SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 J Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5;000 square feet of ground surface. El B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ , Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ , Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area: ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witFyour Building Permit Application. APPLICANT (Pro rty Owner,Design Professional,Agen Contractor ther) S.C.T.M. #: 1000 / Date Dist;i / r✓ NA Section Block Lot ** * FOR BUILDING DEPARTMENT USE ONLY**** Contac[Information Reviewed By: SI' , — — — — — — — — — — — — — — — — Date: Property Address 1 Location of Construction Work: - -_T Approved for processing Building Permit. ' a ➢ y Stormwater Management Control Plan Not Required. � �-Iai Out � /1SBJti ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM 4 SMCP-TOS MAY 2014 �FF�k BUILDING DEPARTMENT-Electrical Ins 3 ECIES15 Ov"r IE p C TOWN OF SOUTHOLD D�j ~� Town Hall Annex- 54375 Main Road - PC 1 VP 2 1 2020 Ice ` Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9ELDwr DEPT. roger-richertC�town.southold.ny.us TOVN,, APPLICATION FOR ELECTRICAL INSPECTION 1=QlJESTED"BY:7"- -- "-�- - _ --- --- - --- -- - - - -Date: - ompany Name: -/ �- � U i'1 L t:� /GG `.t acne: vGG I P�- c--nse No.: email: Br oc-6 I Uu�►��l�.0 cr✓L ddress: 3e', 63 ►n �• �L—I-i i d f ic1'7 Ione-No.: -767- g� '>`� DB SITE INFORMATION: (All Information Required) ante: j c�lcu. o ddress: 5 ross Street: Bone No.: Z82 1+ 311 e Idg.Permit#: I2S R email: , ax Map District: 1000 Section: Block: Lot: t RIEF DESCRIPT F WORK(Please Print Clearly)" ircle All That Apply: job ready for inspection?: YES NO Rough In Final o you need a Temp Certificate?: YES/ NO Issued On " amp Information: (Ail information required). e vice Size 113h 313h Size: A #Meters Old Meter# my Service- Fire Reconnect-Flood Reconnect-Service Reconnected-Underground-Overhead Underground Laterals 1 2 H Frame Pole Work done on Service? Y N dditionai-Information: PAYMENT DUE-WITH APPLICATION Request for Inspection FoffnAs �ovcr I'�'y �aw Ids ��'S Q � f� c,,o 17 P, A1. , A I 7" X� IL eto M-C 4,42 % QS I;z 6 SJ,�4 LU 25 XrA 6344 6-S.04 k- A, J6 https://outlook.live.com/maflrinbox/id/AQQkADAwATY3ZmYAZSIhMDEzLTRhZGQALTAwAiOwMAoAEACwfVcDe5soSrNP6i%2B9dJWW/sxs/AQMkADAwATY3ZmYAZ,' 9/13/2019 Mail-jan robins-Outlook 'VI ,�\6, 2" I i A i PAPPROD AS NO I , - .DATEB.P.# RETAIN STORM WATER RUNOFF FEE: BY: PURSUANT TO CHAPTER 236 NOTIFY BUILDING DEPAR TAT OF THE TOWN CODE. 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW ELECTRICAL YORK STATE. NOT RESPONSIBLE FOR INSPECTION REQUIRED DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF '�6tfTi'18E6-T�1�lZ@�� SoffaBBOARD v4 �llitiJ�6t'E -OMATELY E1VCLdSE'POOL TO CODE � PON COMPLETION �IJEFORErs,W R' OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATir- OF OCCUPANCY inertek Code Compliance Research Report Total Quality.Assured. C C R R-1003 Issue Date:09-01-2013 Revision Date: 12-21-2018 Renewal Date: 01-01-2020 DIVISION:03 00 00—CONCRETE 3.0 DESCRIPTION Section:03 1119—Insulating Concrete Forming 3.1 General: REPORT HOLDER: BuildBlock®, BwldLockm, and BuildRadius Insulating Concrete BuildBlock Building Systems,LLC Forms (ICFs) consist of two 2 5 in. thick expanded polystyrene 101 West Hefner Road,Suite 102 (EPS) panels separated by infection-molded polypropylene cross- Oklahoma City,Oklahoma 73114 ties. BuildBlock® ICFs have a preformed interlocking mechanism (405)840-3386 along the top and bottom edges, to facilitate interlocking and www.buildblock.com stacking. Buildl-ock® ICFs are knock-down systems, shipped as REPORT SUBJECT: panels and webs.The forms create a monolithic wall when filled BuildBlock®,BuildLock°,and BuildRadius Insulating Concrete with concrete. The forms accommodate placement of Forms(ICFs) reinforcement bars for below or above grade load bearing walls, beams,lintels and shear walls. 1.0 SCOPE OF EVALUATION BuildBlock® ICFs come in 4, 6, 8, 10, and 12 inch widths for the This Research Report addresses compliance with the following following configurations,straight,45°corner and 90°corner The Codes. 6 and 8 inch blocks are also available in taper top and brick ledge 2018,2015,and 20121nternational Building Code®(IBC) forms. BuildLocka is available in 4,6,8,10,and 12 inch widths for 2018,2015,and 2012 International Residential Code®(IRC) straight and 10 and 12 inch widths for 90°corner configurations 2017 Florida Building Code(FBC)—See Section 8.0 BuildRadius ICFs are available in 2, 4, 8, 12, 16, and 20 ft. arc forms. NOTE-This report references the 2018 IBC, 2018 IRC, and 2017 FBC See Figures 1 through 3 for illustrations of the forms. The forms sections Earlier versions of the codes may have different section are classified as a flat ICF wall system in accordance with IRC numbers Section R608.3 1 Build Block°,BuildLock®,and BuildRadius ICFs have been evaluated 3.2 Foam Plastic Panels: for the following properties. p Physical properties The EPS foam plastic panels are 16 inches (406 mm) high, Surface-burning characteristics 48 inches long and 2-1/2 inches thick The panels have a nominal Fire resistance density of 15 pcf and have a flame-spread index of 25 or less and Exterior walls in Types I through IV construction a smoke-developed index of 450 or less when tested in y Attic and crawl space fire evaluation accordance with ASTM E 84 and comply with ASTM C578 as Type I I See Table I for applicable Code sections related to these properties. 3.3 Cross-Ties: 2.0 USES The polypropylene cross-ties,spaced 6 inches on center, connect BuildBlock°, BuildLock°, and BuildRadius Insulating Concrete Forms the EPS panels at a fixed clear distance The cross-tie consists of a (ICFs) are used as stay-in-place formwork for structural concrete, flange portion that is embedded in the panel during the molding loadbeanng and non-loadbearing, below-grade and above-grade process, and a web portion that connects the two flanges. The walls. The forms are used in construction of plain and reinforced cross-tie has openings to permit concrete to flow through and has concrete beams, lintels, exterior and interior walls and foundation slots to support horizontal steel reinforcing bars The plastic and retaining walls The forms may be installed in attic and crawl flange of the cross-tie is recessed 1/2 inch below the surface of space applications without a covering on the interior side in the panel and is used for attachment of the exterior and interior accordance with Section 4 3 2 The forms may be used in fire- finish materials The flange of the cross-tie is 1-1/2 inches wide resistance-rated construction, provided installation is in accordance by 15 inches high by 3/16 inch thick Each cross-tie also includes with Section 4 8 The forms may be used in Types I, II, III, or IV two "hard point" areas, which are reinforced sections of the (noncombustible) construction when installed in accordance with flange spaced 3-1/2 inches from the ends and 8 inches apart. See Section 4 9 Figure 4. 0545 E.Algonquin Road a Arlington Heights • Illinois • 60005 �- intertek.com/building `°��"`� Intertek PCA-101 Ver;inn :;Apt -:C11 SYT-C1-RR-0P-4N,� ohCode Compliance Research Report CCRR-1003 Page 2 of 13 3.4 Concrete: 4.3 Interior Finish: Concrete must be normal-weight concrete complying with the 4.3.1 General: ICF units exposed to the building interior must be applicable Code and must have a maximum aggregate size of finished with an approved 15-minute thermal barrier, such as 3/8 inch and a minimum specified compressive strength of minimum 1/2 inch thick regular gypsum wallboard complying with 2,500 psi at 28 days,except as noted in Table 2 for fire-resistance- ASTM C1396, installed vertically and attached to the cross-tie rated assemblies. Under the IRC, concrete must comply with IRC flanges with minimum 1-5/8 inch long, No 6, Type W, coarse- Section R4041 (foundation walls and retaining walls) and thread gypsum wallboard screws spaced 16 inches on center R608.5.2(walls),as applicable. vertically and 12 inches on center horizontally. The screws must penetrate a minimum of 1/4 inch through the flange. Gypsum 3.5 Reinforcement: board joints and screw heads must be taped and finished with Deformed steel reinforcement bars must have a minimum joint compound in accordance with ASTM C840 or GA216. See Section 4.3 2 for installation details for crawl space applications specified yield stress of either 40 ksi or 60 ksi, depending on the without an ignition barrier on the interior face. structural design. Under the IBC, the deformed steel bars must comply with Section 3.5.3.1 of ACI 318 and IBC Section 1903 If 4.3.2 Attic and Crawl Space Installations:When the ICFs are used construction is based on the IRC,reinforcement must comply with for walls of attic or crawl spaces, an ignition barrier complying IRC Sections R404.1.3.3.7 and R608 5.2. with IBC Section 2603.4.16,or IRC Sections R316.5.3 or R316.5.4, is required,except when all of the following conditions are met: 4.0 INSTALLATION ® Entry to the attic or crawl space is only to service utilities, and no storage is permitted 4.1 General: o There are no interconnected attic or basement areas. Design and installation of BuildBlock®, Buddl-ock®, and 6 Air in the attic or crawl space is not circulated to other parts of BuildRadius ICFs must comply with this report, the applicable the building. Code, and the manufacturer's published installation instructions, o Under-floor(crawl space)ventilation is provided that complies which must be available at the jobsite at all times during with IBC Section 1202.4 or IRC Section R408.1,as applicable. installation. Attic ventilation is provided when required by IBC Section 1202 or IRC Section R806,as applicable 4.2 Design: * Combustion air is provided in accordance with IMC (International Mechanical Code)Section 701. 4.2.1 IBC Method: Solid concrete walls must be designed and ® The ICFs must have at least one label as described in Section constructed in accordance with IBC Chapter 16 and 19, as 7.0 visible in every 160 square feet of wall area applicable. Footings and foundations must be designed in accordance with IBC Chapter 18. 4.4 Exterior Finish: 4.2.2 Alternative IBC Wind Design Method: Solid concrete walls 4.4.1 Above Grade: The exterior surface of the ICF must be may be designed and constructed in accordance with the covered with an approved wall covering in accordance with the provisions of Section 209 of ICC 600, subject to the limitations applicable Code or a current evaluation report. When the wall found in Exception 1 of IBC Sections 1609 11 and 1609 1 1 1 covering is mechanically attached to structural members,the wall Design and construction under the provisions of ICC 600 are covering must be attached to the flanges of the embedded cross- limited to resisting wind forces. ties with fasteners, described in Table 3, having sufficient length to penetrate through the flange a minimum of 1/4 inch The 4.2.3 IRC Method:Solid concrete walls and foundations must be fasteners have an allowable fastener withdrawal and lateral shear designed in accordance with IRC Sections R608 and R404 1.3, as strength as noted in Table 3 Screws placed into the BuildBlocko applicable for flat wall systems (BB)flange hard point areas have additional fastening withdrawal and lateral capacities as noted in Table 3. 4.2.4 Alternative IRC Methods:When used to construct buildings The fastener spacing must be designed to support the gravity that do not conform to the applicability limits of IRC Sections loads of the wall covering and to resist the negative wind R4041.3 and R608.2, construction must be in accordance with pressures. the prescriptive provisions of the 2007 Prescriptive Design of Exterior Concrete Walls (PCA 100), or the structural analysis and The negative wind pressure capacity of the exterior finish material design of the concrete must be in accordance with ACI 318 and must be the same as that recognized in the applicable Code for IBC Chapters 16,18,and 19 generic materials, or as recognized in a current evaluation report for proprietary materials and must not exceed the maximum withdrawal capacity of the fasteners listed in Table 3 545 E.Algonquin Road •Arlington Heights • Illinois • 60005 1 AMEMr intertek.com/building Intertek PCA-101 Versicn 6 Apt 02017 SPT-CCRR-OP-40b onCode Compliance Research Report CCRR-1003 Page 3 of 13 4.4.2 Below Grade: Materials used to dampproof or waterproof 4.9.2.2 Alternate Interior Finish for One-story Buildings: For one- basement walls must be specified by BuildBlock Building Systems, story buildings, the interior finish may be in accordance with IBC LLC, and must comply with the applicable Code or a current Section 2603 4.1.4, provided all the conditions in that section are evaluation report The material must be compatible with the ICF met foam plastic units, and free of solvents, hydrocarbons, ketones, and esters that will adversely affect the EPS foam plastic panels. 4.9.3 Exterior Finish: Dampproofing, waterproofing, and drainage requirements must 4.9.3.1 Buildings of Any Height: Except as allowed in Section 4 4.1, comply with the applicable Code. No backfill can be applied the ICFs must be finished on the exterior with materials described in against the wall until the complete floor system is in place, unless Sections 4.9.3.1.1 and 4.9.3.1.2. The ICFs must have at least one the wall is designed as a freestanding wall that does not rely on label as described in Section 7.0 visible in every 160 square feet of the floor system for structural support wall area prior to applying the wall covering. 4.5 Foundation Walls: 4,9,3.1.1 Exterior Finish—EIFS and One-coat Stucco: EIFS and one- The ICF system may be used as a foundation stem wall when coat stucco wall coverings may be applied over the ICF,provided the supporting wood-framed or steel-framed construction, provided wall covering system is recognized in a current evaluation report and the structure is supported on concrete footings complying with is recognized for use in Types I, II, III,and IV construction The wall the applicable Code For jurisdictions adopting the IRC, covering system must be installed in accordance with the respective compliance with Section R404 is required. evaluation report and the maximum mass per wall surface area (Ibs/ft2) qualified in the wall covering evaluation report, must be 4.6 Retaining Walls: greater than 0.312 Ibs/ft2(which is the mass of the EPS panel on the exterior side of the concrete wall) Acceptable EIFS wall coverings The ICF system may be used to construct retaining walls, with include BASF Corporation Senerflex EIFS as recognized in ICC-ES ESR- reinforcement designed in accordance with accepted engineering principles,Section 4 2 of this report,and the applicable Code 1794 4.9.3.1.2 Exterior Finish — Brick Veneer: Anchored brick veneer 4.7 Protection Against Termites: must be attached to the flanges of the cross-ties with fasteners as Where the probability of termite infestation is defined by the described in Section 4.4.1. The 4 inch thick brick veneer must Code official as"very heavy",the foam plastic must be installed in comply with the IBC and must be installed with a minimum 1 inch air accordance with IBC Section 2603.8 or IRC Section R318.4, as gap between the face of the exterior EPS panel and the brick. The applicable. Areas of very heavy termite infestation must be brick must be installed with a steel shelf angle attached to the determined in accordance with IBC Figure 2603 8 or IRC Figure concrete and installed at each floor line and at the top of each R301.2(6) window and door opening. 4.8 Fire-resistance-rated Construction: 4.9.4 Fireblocking:For applications on buildings of any height,floor- to-wall intersections must be fireblocked in accordance with the IBC The ICFs may be used to construct loadbearing and non- to prevent the passage of flame, smoke, and hot gases from one loadbearing fire-resistance-rated wall assemblies as described in story to another. The foam plastic on the interior side of the Table 2 and Intertek Design Listing BBS/ICF 180-01. exterior walls and on both sides of interior walls must be 4.9 Installation in Buildings Required to be of Types I,II,III,and discontinuous from one story to another IV Construction: 4.10 Special Inspection: 4.9.1 General:Exterior walls constructed with the ICFs for use in 4.10.1 IBC: Special inspection is required as noted in IBC Section buildings required to be of Type I, II, III, or IV construction must 1705 for placement of reinforcing steel and concrete, and for comply with the applicable conditions cited in Sections 4 9.2 concrete cylinder testing. through 4 9.4. When an EIFS wall covering is applied, special inspection is 4.9.2 Interior Finish: required in accordance with the evaluation report on the EIFS, 4.9.2.1 Buildings of Any Height:The ICFs must be finished on the and with IBC Sections 1704.1 and 1705 16 is required. interior with an approved 15-minute thermal barrier, such as 1/2 inch thick gypsum wallboard, as required by the IBC. The 4.10.2 IRC:For walls designed in accordance with Section 4 2.3 or gypsum wallboard must be installed and attached as described in PCA 100, special inspection is not required. When walls are Section 4.3 1 designed in accordance with the IBC,as described in Section 4.2 4, special inspection is required as described in Section 4.10 1. 545 E.Algonquin Road •Arlington Heights• Illinois • 60005 hCG4FD;TD' intertek.com/building Intertek FCA-101 Versirr, 6 Apr!2017 S--T-CCRR-0!'-4f)b 1 Vol Code Compliance Research Report CCRR-1003 Page 4 of 13 5.0 CONDITIONS OF USE 6.0 SUPPORTING EVIDENCE The BuildBlock Building Systems, LLC Insulating Concrete Forms 6.1 Reports of tests in accordance with ASTM E119 and ASTM described in this Research Report comply with, or are suitable E2634-11. alternatives to,what is specified in those Codes listed in Sections 1.0 of this report,subject to the following conditions: 6.2 Data in accordance with the ICC-ES Acceptance Criteria for Stay-In-Place, Foam Plastic Insulating Concrete Forms (ICF) 5.1 The ICFs must be manufactured, identified, and installed in Systems for Solid Concrete Walls(AC353),dated October 2012. accordance with this Research Report, the manufacturer's published installation instructions, and the applicable Code. In 6.3 Data in accordance with the ICC-ES Acceptance Criteria for the event of a conflict between the manufacturer's instructions Stay-in-place,Foam Plastic Insulating Concrete Form(ICF)Systems and this report,this report governs. for Solid Concrete Walls(AC353),editorially revised October 2015 5.2 When required by the Code official, calculations showing 6.4 Intertek Listing Report BuilclBlock°, Build Lock®, and compliance with the general design requirements of the BuildRadius Insulating Concrete Forms(ICFs). applicable Code must be submitted to the building official for approval, except where calculations are not required under IRC 7.0 IDENTIFICATION Section R608.1. The calculations and details must be prepared by a registered design professional where required by the statutes of The BuildBlock®, BuildLock°, and BuildRadius Insulating Concrete the jurisdiction in which the project is to be constructed. Forms are identified by a label bearing the report holder's name (BuildBlock Building Systems, LLC), the manufacturing location, 5.3 When required by the Code official, calculations and details manufacturing date, lot number, the Intertek Mark, and the Code showing compliance with IRC Section R608.5.3 and R4041.3.3.6 Compliance Research Report number(CCRR-1003) must be submitted, establishing that the ICFs provide sufficient strength to contain concrete during placement and the cross-ties When use is in buildings required to be of Type I, ll, III, or IV are capable of resisting the forces created by fluid pressure of construction, one label must be visible in every 160 square feet of fresh concrete The calculations and details must be prepared by wall area. a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. When the forms are used in attics or crawl spaces without an ignition barrier, the exposed inside face of the ICF must be labeled 5.4 The ICFs must be separated from the building interior with with the phrase "Suitable for use in attics and crawl spaces". The an approved 15-minute thermal barrier,except for attic and crawl label must be visible in every 160 square feet of wall area space construction as detailed in Section 4 3.2. 8.0 FLORIDA BUILDING CODE 5.5 Use of the ICF system in Types I, ll, III, and IV construction must be as described in Section 4 9 8.1 Scope of Evaluation: 5.6 The plastic cross-ties must be stored indoors away from The Build Block® and BuildLock° Insulating Concrete Forms (ICFs) direct sunlight were evaluated for compliance with the 2017 Florida Building Code-Building,and the 2014 Florida Budding Code-Residential. 5.7 Special inspection must be provided in accordance with Section 4 10 of this report 8.2 Conclusion: 5.8 The BuildBlock° ICFs are manufactured in Colorado Springs, The BuildBlock® and BuildLock® ICFs, described in Sections 2.0 Colorado; Elkhart, Indiana;West Brookfield, Massachusetts, Nixa, through 7.0 comply with the 2017 Florida Budding Code-Building Missouri, Saint Petersburg, Florida, McFarland, California; Post and Florida Building Code-Residential, subject to the following Falls, Idaho; and Watertown, South Dakota, and are produced conditions: under a quality control program with inspections conducted by Intertek Testing Services NA Inc 1 Applicability limits as noted in R611 2 of the 2009 International Residential Code°must be based on the nominal wind speed,Vasd. 5.9 BuildLock® ICFs are manufactured in Colorado Springs, as determined by Section R301.2.1 of the Florida Building Code- Colorado,West Brookfield,Massachusetts,and Post Falls,Idaho. Residential. 5.10 BuildRadius ICFs are manufactured in Nixa,Missouri 545 E.Algonquin Road o Arlington Heights • Illinois • 60005 E 1/ uc.�erieo` intertek.com/building Intertek PCA-101 V,•rsion h Ap d 2017 SFT CCRR-C) 40b ton . Code Compliance Research Report CCRR-1003 Page 5 of 13 2. Wind loads must be determined by Section R301 2.1 of the 7. For products falling under Florida Rule 9N-3, verification that Florida Building Code-Residential and Section 1609 of the Florida the report holder's quality assurance program is audited by a Building Code-Building,as applicable quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the 3. Retaining walls must meet the requirements of Section 1807.2 responsibility of an approved validation entity(or the Code official of the Florida Building Code-Building. when the report holder does not possess an approval by the Commission) 4. In addition to the requirements noted in the master report, termite protection must meet the requirements of Section 1816 8.Intertek is a Florida State Product Evaluation Entity. of the Florida Budding Code-Building and Section R318 of the Florida Building Code-Residential,as applicable. 9.0 CODE COMPLIANCE RESEARCH REPORT USE 5.The EIFS products noted in Section 4 9 have not been evaluated 9.1 Approval of building products and/or materials can only be for compliance with the Florida Building Code-Building or the granted by a building official having legal authority in the specific Florida Building Code-Residential. jurisdiction where approval is sought. 6. Use of the BwldBlock®and BuildLock°ICFs for compliance with 9.2 Code Compliance Research Reports shall not be used in any the High-Velocity Hurricane Zone provisions of the Florida manner that implies an endorsement of the product by Intertek. Building Code-Building or the Florida Building Code-Residential has not been evaluated and Is outside the scope of this evaluation 9.3 Reference to the https://bpdirectory.intertek com is report. recommended to ascertain the current version and status of this report. This Code Compliance Research Report("Report")is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Report.Only the Client is authorized to permit copying or distribution of this Report and then only in its entirety,and the Client shall not use the Report in a misleading manner Client further agrees and understands that reliance upon the Report is limited to the representations made therein The Report is not an endorsement or recommendation for use of the subject and/or product described herein This Report is not the Intertek Listing Report covering the subject product and utilized for Intertek Certification and this Report does not represent authorization for the use of any Intertek certification marks Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek Mpg 545 E.Algonquin Road •Arlington Heights• Illinois • 60005 intertek.com/building Intertek PCA-101 Version 6Api1:2017 5FT-CCRR-OP-4Cb i ion . Code Compliance Research Report CCRR-1003 Page 6 of 13 TABLE 1—PROPERTIES EVALUATED PROPERTY IBC SECTION IRC SECTION Physical properties NA R404.1.3.3.6.1 and R608 4.4 Surface Burning Characteristics 2603.3 R316.3 Fire resistance 703.2 R302.1 Exterior walls in Types I—IV construction 2603.5 NA Attic and crawl space applications 2603.4.1.6 and 2603.10 R316.5.3,R316.5 4 and R316.6 TABLE 2—THREE HOUR FIRE-RESISTANCE-RATED WALL ASSEMBLIES WALL TYPE FORM WIDTH THERMAL BARRIER 3,4 STEEL REINFORCEMENT) Bearing1,1,3'1'1 11,13,15 or 17 Y inch gypsum wallboard fastened 12 Vertical-#5,24 inches oc inches inches oc in field and 6 inches oc at Max load 5000 Ibf/lin ft perimeter Horizontal-#5,32 inches oc 23 11,13,15 or 17 Y2-inch gypsum wallboard fastened 12 Vertical-#5,24 inches oc Nonbearing' inches oc in field and 6 inches oc at inches Horizontal #5,32 inches oc perimeter For SI:1 inch=25 4 mm 1Steel reinforcement is the minimum required for the design loads given. 2Concrete must be normal-weight concrete(150-155 Ib/ft)with a minimum 3000 psi compressive strength 3Fasteners to attach the gypsum wallboard thermal barrier must be 1-5/8-inch long No.6,Type W,coarse-thread gypsum wallboard screws. See Section 4 3 1 4The wall assembly may be used as either an interior or exterior wall. When used as an interior wall,both sides of the form must be protected with gypsum wallboard. sDesign loads are based on 10-foot wall heights TABLE 3—ALLOWABLE WITHDRAWAL AND LATERAL CAPACITIES OF FASTENERS IN CROSS-TIE FLANGES FASTENERALLOWABLE LOAD CAPACITY(Ibf) I Lateral Withdrawal #2 square drive,0 120-inch,fine thread screw having average 5 threads per inch 56 24 placed at any point on the flange #2 square drive,0 120-inch,fine thread screw having 57 threads per inch placed at center of BB Hard Point location on the flange 56 33 No 6,Type S,fine thread drywall screw placed at any point on the flange 54 31 No.6,Type S,fine thread drywall screw placed at center of BB Hard Point 81 66 location on the flange For SI.1 Ib=4.45 N 1Fasteners must be of sufficient length to penetrate through the flange a minimum of%inch. 2 B Hard Points are located at points marked"BB"on the forms,4 inches from the top and bottom edges,at 6 inches on center horizontally.See Figure 4 ETA545 E.Algonquin Road •Arlington Heights• Illinois • 60005 1� intertek.com/building °�0 Intertek PCA-101 Version 6Aprj,2017 SFT-(:CRR-0;-4CIa on Code Compliance Research Report CCRR-1003 Page 7 of 13 —a Svalght Block xl D,mensrons Ferm Sae(Coref om orlon a c s 10- 12 IM A 4-0- a-0" 4-0" a V 4-0' BF 11' 13' 1' 17' 111 L DO o f 1'4-112' 14-1;Z" 111-1,2" 1'4-1,2' 1'4-1,2' D2 3114' 31;1' 3-1;1- 34,4' 31A' D3 3-1T 31.2' 3-1 T 3-12' 3-12' W 7 7' 7' 7 >`�r I•.I D6 T314" 739' T14" T314' 7'314- J D6 3-314' 3374 3-314" 3-3:4 3.314' FRONT VIEW 07 1" 4' 4' 1 4' 1' ••FD�au Ix PEtRreSNIE tlO1H Da 1" 1' 1' 1' 1•, anmuuv�.�a Iromzc•rt�ur E 4" 6" 8' 10"r' 72" •el0[KS SIKK OI-�'(f6'1 MC?EKFMS TVCJi E2 718- 7;8' 7.3" 7.13- 718- 'R—ti—� E3 3 4' 311' 3,14' 3A- 34" F B-VS- 8-111' 8-114' 8-1:4 8-114" G 8" 8' 8' 8" 8- H 4-114' 4111' 4-1:4" 4AW 4-1,4' 01 J 1'3-112' 1 3-111Y 1 312' 1 312 1 312' K 12 12" 112" 12' 72' 2-V2- 214' 2-1,"1" 2-117, 2-1;1" 1-39' M2 1 c TOP / STT 4A NEIV 0 3116" 3116- 3116- 3116 3'16' r, REGI RSIBLE 0 6' 6' 6' 6- 6" s R 3' 3' 1 3' 1 3- 3' r"i�i+ra ©E��4 iA0P1E3 r'16NFE9J 0-NET 1M1£%i4RFS(dt0'J1EY) � wEbb93 6' SIDE VIEW t7wr�tPnompmasrep Fqm �'1 � "• 4 ff rK 1 1r I$ T It' IT tS 3 1• 61 a, 19' s _— K 1R' l4` tr2' V2' 1'X Edi 1117 173.3' 1.4A- Vw 13N- Piz 1.:, l", 171 f L8' N 1£MS' 1s1M' t) 3118' -516. 118' 7316 311&' 7WIS- 3fl6 P 24AG* 2• 18" 2 VIr R J a ? 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VS T•11! 7.112' 7•lld' ll' ta' tt•E12" t'1•f1T' 131 /1' 1 '.� Ve t•v7 1-t.P' 1.14' t.V2•f 1.112' U' d 1rd' d fdt` 771!3` U8 2.132' 2.1A^ 242- Efta:thi v t F'f4/2'171,tff ?31k* �1 Q{1� 2't —K-SIMS FIMMj$tlauxc p O• R ERSIE3LE CORNER �m 1f2 xa1 ra srrc TOF ! 00TTON b'Eiw O taa:rv,C SKEIL.(cP0=6) ORE i F qw PGBRmq FKJt&1 ggTay£S5 p- c�°sous tm 'CP /j a�i74at' v. rKx'F Tom,a rttn4 lti KK sat seta >1Xf:Kjr AYT 8F4`TR4jr ��iE4'1(Of'•d•11'w'1[Y.vjN.Yii FIGURE 1A-BUILDBLOCK®AND BUILDLOCK®FORMS 6545 E.Algonquin Road •Arlington Heights• Illinois • 60005 tcc?anuca• intertek.com/building Intertek PCA-101 Version 6 Ap%2017 SFT-CCRR-OP-4013 on Code Compliance Research Report CCRR,1003 Page 8of13 le 4ft 121.92(m 15, 43!n/121.92m 24m/60.96cm OF 24 in ON 309 in 77.94 an A 21125in/516sim At*J 22.25 in IS6.51(M 16!n/40,64an 16 11 40A;W�R�_d 16in/40,64cm 166/4' 16 in 4164 an 4 743 W 2347 fil 2.472 ft? 01056450 0 04642 yd' W9010" 00476OSyd' 1080771 A, 155.14 cn 465JI an 77&02 Enn e" 388 DI an 120/391251. 23 63 fi/281625 409.96 cm 72IL24 tm 48ft/1463M. 8011/24384m 2T/5-MT 4,34-IMT3 &35cm/12JcmNd 4.456 6 35 un 12-7 an Total / nsunsza-uu/LonxmusponMs S4SEAlgonquin Road ° Arlington Heights° Illinois ° 6OOUS El |ntertek ,owo, veroon ax»,//zo�r spT-czna'op'^ou on Code Compliance Research Report CCRR-1003 Page 9 of 13 Ft o y TS Ti 45 Deg Revers+ble Comer Dimensons(Imperial) Form Sue Core 4" 6' 1 8' A y B 9' 11' 13' oI K ? E 4- 6" a' rmlc4L - 17 K -1 112" L 2-1f2" 2-1-11 2" 2-12" M1 1-38' 1-38' 1-38" M2 1-118" 1-118" 11-118' _�- Ran N 15116" 15116" 15116" ME 0 3116' 3116" 3116" P 2-5116' 2-5116' 2-5116- T4 Q 6" 6" 6" TYPICAL R 3' 3" 3' TOUNGE & T1 11-5116' 11-5116- GROOVE 11-5116' r 9, T2 1'4' 1'4" 1.4- T3 1'0-9137 11-7116' 10-58" T4 7 0.9!32'1'11-711 1'10-W T5 7 4' 2'4- Z4" LEGEND T6 4" 6" 8" g- POSITIVE PROFILES(TGUNGES) T7 3-1116' 3-1116' 3-1116" ®= 1/2 HEIGHT POSITIVE PROFILES 45' REVERSIBLE CORNER Ta 11n6" 11116' 11116' = NEGATIVE PROFILES(GROOVES) TOP BOTTOM VIEW � 4'0'ED 4'D"1'4" 1'6' 14-1/r 14-117 8-114" 8-114 F1 G K 112• 12" I S3 I S41 95 L 2-112" 2-1,7 M1 1.318 TOP VIEW M2 1-1ra 1-us" St 1 518" 1 518" 52 718" 7JB" S3 r r S4 r r Ss a' 4- S6 1116" 1716' S7 2-3.2" 2-3rF t 1 LEGEND 1 ©= POSITIVE °ROFILES (TOUNGES) T` NEGATIVE PROFILES(GROOVES) K A = HALF HEK HT POSITIVE PROFILES M SIDE VIEW FIGURE X—BUILDBLOCK®FORMS r 545 E.Algonquin Road •Arlington Heights• Illinois • 60005 intertek.com/building Intertek PCA-101 Version 6 Ap-0 7.017 SFT-CCRR-OP-4Cb ton . Code Compliance Research Report CCRR-1003 Page 10 of 13 n c Ledge Block a Dimensions(Imperial) Form Size(Core) rte 6., 8" —` A 4'0" 4'0" 8 1'4- 116' of �r nPCAL C ill, 13 - umab4 D 1'4-1/2" 1'4-12" E 6" 8" ` E2 7/8" 718" Ft j E3 314" 314" F 8-1/4" 8-114" z. k 3 G H 4-ihi" 41/d" xi xi K 112" 112" trfiL 2-112" 2-12" TOP VIEW Mi 1-318" 1-3l8" M2 1-118" 1-118" M3 11" 13" a Md 5" 1 5" 0 N lil M5 6-1 "rz M6 1-7/1S-7/16" 1-7111 5" 0 3/16" 3116" P 2-5116" 2-5116" Q R 3., 3., W1 4" 4" LuMvm W2 518" 5/8" W3 1-718" 1-7/8" — W4 1" 1" W5 3-3116" 3-3 xi 2" 2" r X2 4" 4" L � p' END VIEW Y1 5-3/4" 5-314" I.EGQtD Y2 9-1 f2" 9-12" 63- POSITIVE PROFILES(TOUNGES} Y3 1" 1" ;3= NEGATIVE PROFILES (GROOVES} Y4 10-518" 10-5/8" = MSEUNE Y5 2-314" 2-314" Y6 2-3/16" 2-3/16" Z1 114" 11d" Z2 1-718" 1-718- Z3 2 2 FIGURE 1D-BUILDBLOCK®FORMS(continued) ETV 545 E.Algonquin Road • Arlington Heights • Illinois • 60005 accurerrTn• intertek.com/building Intertek PCA-101 Version 6 Apni 2017 4F F-CCRR-OP-oft Lon . Code Compliance Research Report CCRR-1003 Page 11 of 13 ROOF SYSTEM ON TOP PLATE SUCURED Wf CAST EMBEDDED BOLTS J 1 NTERIOR FINISH ''` ""�* • ° PER CODE MINIMUM GROUND FLOOR MASONRY VENEER ti —FLOOR FRAMING SYSTEM .a LEDGER ATTACHEMENT SYSTEM REINFORCING PER I STRUCTURAL DESIGN \/\ BASEN9ENT STEEL REINFORCED LEDGE BLOCKyS DAMP/WATERPROOFINGr" SYSTEM -- TO EXTEND 12" ABOVE FINAL GRADE MINIMUM REINFORCED KEYWAY CONCRET SLAIR HYDROSTATIC RELIEF / _ •R r, _ . SYSTEM (SUB—GRADE' --4— nn•, °`.�`, 1. 7-1 DRAINAGE) FOOTING FIGURE 2-BUILDBLOCK®AND BUILDLOCK®BASEMENT WALL DETAIL(TYPCIAL) 545 E.Algonquin Road •Arlington Heights• Illinois • 60005 a:- b� intertek.com/building Intertek PCA-101 Version 6 Apn 2017 SFT-CCRR-OP-=1101) On Code Compliance Research Report CCRR-1003 Page 12 of 13 NET OVERHANG'4 FRAME ROOF PER CONSTRUCTION DRAWINGS - ---- Tom} FRAME LINE (FACE OF LC.F.)-------- i PER CONSTRUCTION DRAWINGS--FAlll l J 4 Ir. i LCEILING INSULATION CORNICE PER CONSTRUCTION y1 PER LOCAL CODES Qz 1 i� -ci a DRAWINGS p' la 1/2" GYP. BOARD MIN. tc "iu[id6llck's" I.C.F. UNITS OR PER LOCAL CODES REINF. SPECIFICATIONS PER Eel CONTINUOUS 2x— CL DESIGN — SEE ENGINEERING I .. C BEARING PLATE — t— GUIDELINES SECURED W/ CAST 4 IN PLACE ANCHOR ~ BOLTS —PLACEMENT V) ` oa PER SPECIFICATIONS z 00 r� BRICK VENEER PER SPECS. z AIR SPACE ' .i CONCRETE SLAB — 0 Cr WEEP HOLES 33" O.C. MA I =' REINFORCING PER Z U_ GROUT FILL BELOW GRADE CONSTRUCTION DRAWINGS ELE, 100'-0" TOP OF STE / F. . SLOPE FINISHED GRADE AWAY FROM BUILDIN MIN. t` �� � r� � ^`• •� � �'.' _;�•:• ., . ADDITIONA U ✓ ` ' 9 13ARRIER FOR REGIONAL •QUIRED AS PRESCRIBED :, ,rQ ' I• �d ' NULAR FILL ''.• ` '�'� RIMETER SLAB DA �ON S" :- a : ' NSULATION AS REQ'D to 'VERTICAL REBAR PER CONCRETE FOOTING — DESIGN — SEE ENGINEERING � ' ' REINFORCING PER " GUIDELINES — SPACE PINS EQ�� •_ -,,' CONSTRUCTION W/ VERTICAL STEEL IN WALL r ' {0 " ' `' DRAWINGS FOOTING — ADJUST DIMENSIO AS REQUIRED BY SOIL CONDITIONSL 9" 9" AND PER LOCAL CODES FIGURE 3-BUILDBLOCK®AND BUILDLOCK®SINGLE STORY WALL DETAIL(TYPICAL) I 545 E.Algonquin Road -Arlington Heights - Illinois - 60005 intertek.com/building (ntertek PCA-101 Version 6Ap`d 2017 SST-f_fR t-G•'-=;CIS a Code Compliance Research Report CCRR-1003 Page 13 of 13 r010 465c5m 01.1'2 r 9 ry Z 110 MELEW TIPr Yf -C-E jj#j r r e..a»csrdK.axc.dya, TAw..St.MyAaYkuknxA�. �rtnraN�A.twe nt+S�c:M 4 $$byyu��nyyO yh m�wp�Stw�Wgdc�vyypo�dy. MyAw The ErmeM+a Ma�1 Q I Q [4+gi'Rr, Dema e t> AM SVdfi is l FIGURE 4-BUILDBLOCK(BB)HARD POINT LOCATIONS ETA545 E.Algonquin Road • Arlington Heights • Illinois • 60005 i� intertek.com/building `�i°"� Intertek PCA-101 Version h Apri'2017 SFT-CCRR-OP"Ch Web Note made in Microsoft Edge FOOL uGFnING BUILDCRETF i1 STUCCO FINISH OR LINER • . Ilk, BUILDRADIUS 8 S • BUILDBLOCK • ICF FORMS V p WM1T0 FWOR JOINT HORMONM VWMAL AQ ! WATERPROOFING i POOL FLOOR MEMBRANE FOOTING TO SPECIFK ATION BACKFILL b UNDISTURBED SOIL t E � GRAVEL BACKFILL r,i OVER FOUNDATK)N D ' U INS�ULA�TION R. PERIMETER FOUNDATION ✓T77 DRAINAGE SYSTEM EXCAVATED BASE