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HomeMy WebLinkAbout249 PEPIN PL BLDG 15 201900483 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 10/03/2019 FEE: GIS ID:70700249 ZONE: MUNIS APPLICATION# 201801866 THIS IS TO CERTIFY THAT 249 PEPIN PLACE UNDER APPLICATION NUMBER 201801866 CONFORMS SUBSTANTIALLY TO THE REQUIREMENTS OF THE CONNECTICUT BASIC BUILDING CODE AND THE ZONING REGULATIONS OF THE TOWN OF SOUTH WINDSOR AND IS HEREBY APPROVED OF OCCUPANCY AS INDICATED BELOW: APPROVED FOR OCCUPANCY --CONSTRUCT A 1938 SQFT SINGLE FAM TONWHOUSE W/2 BEDROOMS 2 1/2 BATHS 2 CAR GARAGE&DECK BLD 15 SPECIAL CONDITIONS NOTICE: IF THIS CERTIFICATE IS LOST OR DESTROYED,A DUPLICATE SHOULD BE OBTAINED IMMEDIATELY FROM THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 10/3/2019 12:31 PM ANY CHANGE OR EXTENSION OF THE USE HEREIN APPROVED REQUIRES ANEW CERTIFICATE OF OCCUPANCY B Electric # Z� APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# �� Bid, iy Date: I. 20 -2,01B Sprinkler# Estimated Cost $ 15.T Qt o FINAL PROVALS Permit Fee $ 4 Building _ COMPLETE RED BOXED AREAS Occupancy Fee $ 30 Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit AppnforCO� tj ► SIGN ON REVERSE SIDE 4 Total Fee $ zy�LD'` TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: r„ Applicant_ f _Location of Work t Lot No._(j d Applicant's Address Tel # SW yd�Py Town C—T Zip &`­t`M Q Lic.# OD l C/Ab Owner Architect tAs tN (90 9�s Q�7 Owner's Address Architect's A,,dd,,resss' 15C� SVe—Ato6 , ]� Zip— �1.71v•�'J�l �Zipc� 5T Sq. Ft. New Area: 1 st FI. 1 3k 2nd FI. 733 3rd Fl. t�4-___Total NliewArea �n ^ 38, Purpose of this per it 1S 1rJ L� SI �� mJVI t1 Ot9.ltlll� ? 11Ja rl�(� rO�I�S OAF— City Water IP'-- Well J Septic System J Sewer Lf'� Ins: HO SP Area Basement Garage Approved by u Date 11- y_ 1 E Use Group Construction Type �O/f__0/ ,. A� Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines.side yard lines,and required distances from all other zones and is located in which this bui ino and its use is allowed. Signed I hereby apply for a Certificate of Occupa7y for the wgrk scribed in this application for the permit. Signed �J(4 DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 02/10/21 Printed by Middleton, Morgan 14 31 47 INSPECTION: 109652 PLUMBING UNDERGROUND PERMIT: STATUS: APPLICATION: 201801866 LOC: 249 PEPIN PLACE SOUTH WINDSOR PROPERTY ID: 70700249 OWNER: T & M BUILDING CO INC CONTRACTOR: REQUEST BY: PROJ DESC: CONSTRUCT A 1938 SQFT SINGLE FAM TONWHOUSE W/2 BEDROOMS WORK ORDER: INSPECTOR: ROSE RESULT: PASS REQUESTED: 12/13/18 PRIORITY: SCHEDULED: 12/13/18 PM COMPLETED: 12/13/18 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS WATER TEST UNDERGD PLBG ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 11/02/18 ROSE PASS B001 FOOTING 11/22/18 DOUG PASS B002 FOUNDATION 05/16/19 DOUG PASS B003 FRAMING (ROUGH) 05/20/19 DOUG PASS B004 INSULATION 10/02/19 ROSE PASS BO10 FINAL II 04/16/19 ROSE PASS E001 ELECTRIC SERVICE RELEASED TO EVERSOURCE CRS # 3261440 10/03/19 DOUG PASS E002 ELECTRIC UNDERGROUND 05/16/19 DOUG PASS E003 ELECTRIC ROUGH 05/17/19 DOUG PASS H003 HVAC ROUGH 05/16/19 DOUG PASS P003 PLUMBING ROUGH 05/16/19 DOUG PASS P004 PLUMBING GAS TEST 06/20/19 FOLG PASS Z003 CO PLANNING INSPECTION I a V� APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE)860-644-2511 EXT.230 PERMIT NUMB DEPARTMENT DECISION APPLICATION IS HEREBY: APPROVED: BL .PERMIT NUMBE DATE INSPECTOR LOCATION OF WORK: APPLICANT: OWNER: TYPE OF STRUCTURE: 84w,BUILDING NAME: BSI ��¢SCIt� NAME: o ADDMON PHONE NUMBER: gjd'�j'O///�7 PHONE NUMBER: 2?40--ZO-7K/yy o EXISTING BUILDING ADDRESS: .7Z � FiOG+�D d7i�' ADDRESS: //D d��;lC:�`l`: TYPE OF USE: aa�sroaxrlAl, o coMNERcLe,L ELECTRICAL INFORMATION: FURTHER DESCRIPTION OF WORK: TYPE OF INSTALLATION: ly-lrl [l SIZE OF SERVICE: l V,4 az=e2 &ed/ SIZE OF MAIN SERVICE: 2,6-nA NUMBER OF METERS: NUMBER OF PANELS: NUMBER OF LIGHT CIRCUITS: ESTIMATED COST:S � NUMBER OF SWITCHES: NUMBER OF LIGHT FIXTURES: FEE ENCLOSED:S �B NUMBER OF A/C CIRCUITS: FEE SCHEDULE:S18 PER$1,000 OF THE ESTIMATED MST. NUMBER OF POWER CIRCUITS: ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS$1.00 OVER (.26 CENT EDUCATIONAL FEE INCLUDED AS NUMBER OF OUTLETS: PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: 'Z�✓� Z TYPE: STATE: ��• SIGNATURE OF APPLICANT: �� Gz^' DATE: �D/ s/ 0/* 0� tI S. 2 APPLICATION FOR PLUMBING PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT. 230 DEPARTMENT DECISION PE T UMs APPLICATION IS HEREBY: •`/ APPROVED: BLDG.PERMIT NUMBER: a"a — DATE INSPECTOR LOCATION OF WORK: �� ►� 14�i 'J lJ APPLICANT: OWNER: TYPE OF STRUCTURE: f-r. �A W BUILDING NAME:�JCJ 0.9 �0. 1IPw 1G2(� NAME: l l-/�,y►� ( �1!�Gl ' q ❑ADDITION PHONE NUMBER: 3'TDO c�T 1 1 7 d PHONE NUMBER:f Dg'O y 7 7��j�! ❑EXISTING BUILDING ADDRESS-S�Q /( t/1/YJ �/► ADDRESS: r © TYPE OF USE: RESIDENTIAL o COMMERCIAL d`Q©/a- PLUMBING INFORMATION: FURTHER D PITON OF WORK: TYPE OF INSTALLATION: G12 L.1/h • CV"' L(/ Z � NO.OF TOILETS: STYLE: NO.OF BATHTUBS: G1IV Q NO.OF SHOWERS:L- NO.OF LAVATORIES: NO.OF CATCH BASINS: NO.OF FLOOR DRAINS: ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY WINDOW? w ONO ESTIMATED COST: S 94 B A �+ SIZE OF WINDOW: 3 K SUE,,OF�DUCTS: SEWER OR SEPTIC TANK: a..Qr FEE ENCLOSED:S SIZE OF WATER PIPING AND RISER: ( W /Y' WATER HEATER: TYPE e-Le C A I MANUFACTURER_111v tp-Mfl FEE SCHEDULE:$18 PER$ , OF THE ESTIMATED COST. ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS $1.00 OVER. (.26 CENT EDUCATIONAL FEE INCLUDED AS PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOM©ANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: ( TYPE: I STATE: c SIGNATURE OF APPLICANT: DATE: i SITE COMPLIANCE CHECKLIST ` TOWN OF SOUTH WINDSOR,CONNECTICUT *****FOR C OF O***** JUN 1 9 2019 Spy J1}{µhNpSOR"MNG DEPT. ADDRESS .Zyf '//Z�y� �_d �! LOT/UNIT# Reviewed by $D (Engi nng CONTACT/DEV�Dl� J o yt�u t- �e Date Reviewed G//���R ed/Denied PH# �'60 �,���-62�� Reviewed by (Planning) Date Submitted--A 201 g Date Reviewed �penled 01 qq, a 53, a 5 '4-1 ?- / Date Reviewed Approved/Denied(Health) As required in the Zoning and/or Subdivision Regulations,no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A 1. Approved building permit plan 2. Finish grading per approved building permit plan 3. Site work;i.e.trees,shrubs, dumpsters,required paridng 4. Utility location; a. sanitary sewer/septic systems b. foundation drain C. electrical&telephone d. water e. other 671" S. Sewer connection charge paid 6. Appropriate certification 7. Bonding 8. Planning&Zoning/ V Inland Wetlands Considerations a. Lighting b. Signage Freestanding Wall C. Fee in lieu of Open Space COMMENTS: s,/engineering/molloy/site compliance cheddist x L 2 � x (n I sr b i 0�0 lliiiil \ a A7/ Co itii t N N, a d �9� 0�\� �,�\'1\�� �r t fir\•�'\� N 0 o ti L Ilk + N UN I z \ � +�/ ♦ � ice` --r- 10 ` ' \ / y / / / ♦ mm o �^ , / /� x ♦♦ �, 0 0 N O A 0 al 9 a %%14 PROGRESS AS-BLALT N& QAIV REVISIONS By SOUTH WINDSOR ■WLT' """'®�' b"' ." � < �ROV�IT LOCATION n- ".�.w�.�_:.:':''.:""' iow„ ro-arvs T TiM BULDINC CO- NC. ARVEY - REMM WOODS _ 110 BROOK STREET;. s ;:-.;' esign w0-M-M F 241-261 PEN PLACE --- TORRNCTON Cr06790 ..,��:.._.. ae a� �-� ofessionals E T'■20' BULK>rNC:15- 6 UNT rn............- OWL L TRAFM all�u i PLMI b 0 SUMM L SCARSOUTH WNDS CONNECTICUT °m- Tel.(660)�69-9229 "�..,�.,....a.....� ...,,.....r. ..- rl Mann,urNalrl ■arna» RECEIVED o .I 8 2019 SOUTH WINDSOR ENGINEERING DEFT• � � / 71��►'1111'L ��1��rGG�f'L 1540 SULLIVAN AVENUE• SOUTH WINDSOit, CT 06074 TELEPHONE(860)644-2511 'AN ACT CONCERNING CONCRETE FOUNDATIONS: Section 1(PubUc ActN0.1645)RMW)(Effective October 1.2016)Prior to 6 issuanco of a CmtIScate of Occupancy for a now resideatial or commercial banding for which a coacaeto foundation was installed on or after October 1,2016,tho applicant shall provide the Building Official with written documentation of the Hama of the individual or entity that aupplied the concrete and the name of the individual or aatity that installed the c Onarete. Copies of such doc==t&d m shall be wed in the records of the office of the Building Official for not less than fft(50)years. Please fill the information in and submit to the Bugdiug Department: Date of information recelved/flled: 1 7-1-1- Project location: Sot}� W t A6 o✓ Og a5 Job description:__ �u� I D .2 lg Iteia &4e CONCRETE-8 JPPr ]ZLYER / �� C o _ TE UBTAL IR Name: C Or1�l�c�/LscT�t'4a�/AX Name: IG D✓ � SOk S (Please Print) (Please Print) Address: 10 M 2AdP kJ La vi a Address: Xe Nor1oti o&g G a o r/,I< 510 r In © D7L _ so u��t. lJao e' D60Ty Phone/Contacb Phone Contact: Llo APMCANT/CONMCTOR Ynformatia Name: 7 g&&4 / _ � �ine- �OLS�Gcr�io�G (Please Print) Address:, 110 Arook S1• Phoie/Contact: 960• 'y�'9•p��� brr to f 4 o,v & Afdypo E-mail: bob. 51ginhoe eQ 7'au�l�!l•co Signature: -J�Date: 7.?3•.?oi g �� RPM ENERGY SOLUTIONS BUILDING LEAKAGE TEST 69 PERRY RD HAMDEN CT 06514 203-903-7387 BPI#5005996 Date of Test: 7/8/2019 Test File:249 PEPIN PLACE Customer. BOB Technician: V CASTELLON Project Number. Building Address: 249 PEPIN PLACE SOUTH WINDSOR, CT Test Results I. Airflow at 50 Pascals: 695 CFM50 (50 Pa=0.2 wc.) 2.90ACH50 X PASS 2. Leakage Area: 38.2 in2 LBL ELA @ 4 Pa 3. Building Leakage Curve: Flow Coefficient(C)= 54.7 Exponent(n)=0.650(Assumed) 4. Test Settings: Test Standard: RESNET One-Point Test Test Mode: Depressurization 5. Accuracy Level Standard Level of Accuracy Test V CASTELLON 203-903-7387 Infiltration Estimates 1. Estimated Average Annual Infiltration Rate: 31.5 CFM 0.13ACH 7.9 CFM per person 2. Estimated Design Infiltration Rate: Winter: 44.6 CFM Summer. 35.1 CFM 0.19ACH 0.15ACH Cost Estimates 1. Estimated Cost of Air Leakage for Heating: 2. Estimated Cost of Air Leakage for Cooling: Mechanical Ventilation Guideline(based on ASHRAE 62.2-2010) Recommended Whole Bldg Rate: 46.0 CFM Base Rate: 46.0 CFM RPM ENERGY SOLUTIONS DUCT LEAKAGE TEST RESULTS 69 PERRY RD HAMDEN CT 06514 203-903-7387 BPI#5005996 Date of Test: 7/08/17 Test File: 249 PEPIN PLACE Test Performed For: BOB Phone V CASTELLON 203-903-7387 Test Results 1. Test Type: Total Leakage (Duct Blaster Only) 2. Test Pressure: 25.0 Pa 3. Measured Duct Leakage: 28.0 CFM (5.3 sq.in.) 4. Duct Leakage as a Percent of System Airflow: 5. Duct Leakage as a Percent of Building FloorArea: 1.8% X PASS Additional Infonmation Duct leakage is often one of the largest sources of energy loss in a house. Leaky supply ductwork causes expensive conditioned air to be lost before it can be delivered to the house,forcing your system to run longer to keep you comfortable. Leaky ductwork can seriously degrade indoor air quality by pulling pollutants and irritants directly into your house. Leaky return ductwork can also pull moisture into your home,making it feel uncomfortable even when the air conditioning is running. techno OWMI U99ff of Connecticut 766 Marion Road P:203-723-9904 Cheshire,Cr. 06410 syMeL technompxom WORK SITE SHEET DATE: 03/26/2019 TM Building Company Delivery Address 110 Brook Street 400 Pleasant Valley Road Torrington, Ct 06790 South Windsor, CT Bldg# 15 Type of project: Installed pierms to support decks with no roofs aty Category Galy. Black Fixed H. Ad' H Ext. 12 P1-8G X 6x6 Installer:0 Dave 0 Syivain 0 Cod Keven 0 Paul ❑ Richard SKETCH OF WORKSITE d # 1 ' t 10 11 1 i O / 1 Uj+i4 116 „If 1D 4i h � � a Signature of installer:xic *e4vlet techno - of Connecticut 766 Marton Road CheshlM Cr. 0"10 ]ob site: 400 Pleasant Valley Road South Windsor, CT Bldg # 15 This process for the above listed project involved the screwing of specifically designed and engineered posts applicable for this project. PSI readings were taken on each individual post during the installation and with the use of a correlation table these measurements are listed and described below: PSI/Torque: Pounds per square inch/The rotational pressure taken to drive the post Depth: The distance downward from its top surface. Type: Piers are categorized for each individual specific project Bea rinc : Downward pressure post can withstand Pinned_Bored into solid immoveable rock reaching maximum compression and tension.Once the post was driven one additional test was performed,the percussion test.This test involves striking the post with a sledge hammer,5 times per set,while being measured for resistance. Once there is zero downward moment the post and pressures are verified. Ualift: The force required to pull the post out of the ground,the uplift value is half of the bearing. The specific results gathered and certified for your project are as follows: # PSI/ Depth I #Type Bearing # PSI/ Depth #Type Bearing Tor ue Torque 1 i 1100 5'-8" P1-8G 6361lbs 2 11100 5'-6" P1-8G 6361lbs 3 1100 5'-6" P1-8G 6361lbs 4 1100 4'-0" P1-8G 6361lbs 5 1100 5-8" PI-8G 6361lbs 6 1100 5'-9" P1-8G 6361lbs 7 1100 5'-2" P1-8G 6361lbs 8 11100 4'-8" P1-8G '6361lbs 9 11100 4'-9" P1-8G 6361lbs 10 11100 5'-8" _ P1-8G 6361lbs P11 1000 6'-0" P1-8G 5654lbs 12 1000 6'-0" P1-8G I 5654lbs REScheck Software Version 4.6.5 Compliance Certificate Project Building 15-unit 109- Baltic Energy Code: 2012 IECC Location: South Windsor, Connecticut Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 45 deg. from North Conditioned Floor Area: 1,938 ft2 Glazing Area 2% Climate Zone: 5 (6155 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 249 Pepin Place T&M Building Co., Inc. Hans Hansen South Windsor,CT 06074 110 Brook Street Hans Hansen Architectural Design Torrington, CT 06790 150 Sycamore Street 860-489-9229 Glastonbury,CT 06033 info@TandM.com 860-995-9671 hanshansendesign@yahoo.com Compliance: Passes using UA trade-off Compliance: 0.3%Better Than Code Maximum UA: 319 Your UA: 318 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies r Cont.Gross Area Cavity Assembly orU-Factor UA Perimeter Wall 1:Wood Frame, 16" o.c. 63 19.0 0.0 0.060 4 Orientation: Back Comment: Southeast wall Wall 2: Wood Frame, 16" o.c. 333 21.0 0.0 0.057 18 Orientation: Left side Comment: Northeast wall Door 4:Solid 20 0.260 5 Orientation: Left side Wall 3:Wood Frame, 16" o.c. 63 19.0 0.0 0.060 3 Orientation: Front Comment: Northwest walls Door 3: Solid 20 0.260 5 Orientation: Front Wall 16:Wood Frame, 16" o.c. 63 19.0 0.0 0.060 4 Orientation: Right side Comment: Southwest wing wall Wall 4: Wood Frame, 16" o.c. 261 22.0 0.0 0.056 15 Orientation: Right side Comment: Southwest party wall Wall 5: Wood Frame, 16" o.c. 180 19.0 0.0 0.060 9 Orientation: Back Comment: Sotheast 1st floor walls Project Title: Building 15-unit 109- Baltic Report date: 09/25/18 Data filename: C:\Users\Bob\Documents\bce\Bldg-15-unit 107 - Baltic.rck Pagel of 3 Gross Area Cavity Cont. Perimeter Window 5:Vinyl Frame:Double Pane with low-E 7 0.290 2 Orientation: Back Door 5: Solid 18 0.260 5 Orientation: Back Wall 6:Wood Frame, 16" o.c. 9 19.0 0.0 0.060 1 Orientation: Left side Comment: Northeast 1st floor walls Wall 17:Wood Frame, 16" o.c. 324 22.0 0.0 0.056 18 Orientation: Left side Comment: Northeast party wall 1st floor Wall 9:Wood Frame, 16" o.c. 180 19.0 0.0 0.060 9 Orientation: Front Comment: Northwest 1st floor walls Window 7:Vinyl Frame:Double Pane with Low-E 16 0.290 5 Orientation: Front Window 8:Vinyl Frame:Double Pane with Low-E 6 0.290 2 Orientation: Front Wall 10:Wood Frame, 16" o.c. 261 22.0 0.0 0.056 15 Orientation: Right side Comment:Southwest party wall 1st floor Wall 10:Wood Frame, 16" o.c. 72 19.0 0.0 0.060 4 Orientation: Right side Comment: Southwest walls 1st floor Wall 11:Wood Frame, 16" o.c. 160 19.0 0.0 0.060 8 Orientation: Back Comment: Southeast wall 2nd floor Window 10:Vinyl Frame:Double Pane with Low-E 20 0.290 6 Orientation: Back Wall 13: Wood Frame, 16" o.c. 8 19.0 0.0 0.060 0 Orientation: Left side Comment: Northeast wall 2nd floor Wall 18:Wood Frame, 16" o.c. 324 22.0 0.0 0.056 18 Orientation: Left side Comment: Northeast party wail Wall 12:Wood Frame, 16" o.c. 160 19.0 0.0 0.060 8 Orientation: Front Comment: Northwest walls 2nd floor Window 10:Vinyl Frame:Double Pane with Low-E 20 0.290 6 Orientation: Front Window 10:Vinyl Frame:Double Pane with Low-E 6 0.290 2 Orientation: Front Wall 14:Wood Frame, 16" o.c. 232 22.0 0.0 0.056 13 Orientation: Right side Comment: Southwest party wall 2nd floor Wall 15:Wood Frame, 16" o.c. 64 19.0 0.0 0.060 4 Orientation: Right side Comment:Southwest wing wall 2nd floor Wall 18:Wood Frame, 24" o.c. 100 19.0 0.0 0.059 6 Orientation: Front Comment: Loft-Front Wall Wall 19:Wood Frame,24" o.c. 100 19.0 0.0 0.059 6 Orientation: Back Comment: Loft-Back Wall Wall 20:Wood Frame, 16" o.c. 175 22.0 0.0 0.056 10 Orientation: Right side Comment: Loft-Right Side Party Wall Wall 21:Wood Frame, 16" o.c. 175 22.0 0.0 0.056 10 Orientation: Left side Comment: Loft-Left Side Party Wall Floor 1:All-Wood J oistfTruss:Over Unconditioned Space 481 30.0 0.0 0.033 16 Comment: Floor over garage Project Title: Building 15-unit 109- Baltic Report date: 09/25/18 Data filename: C:\Users\Bob\Documents\bce\Bldg-15-unit 107 - Baltic.rck Page 2 of 3 I Gross Area Cavity Cont. Perimeter Floor 2:Slab-On-Grade:Heated 36 10.0 0.796 29 Insulation depth: 1.7' Comment: Insulation at garage slab haunchs Floor 3:Slab-On-Grade:Heated 27 10.0 0.702 19 Insulation depth: 3.0' Comment: Perimeter foundation frost wall Ceiling 2: Flat Ceiling or Scissor Truss 300 38.0 0.0 0.030 9 Comment: Ceilings not in loft Ceiling 3: Flat Ceiling or Scissor Truss 432 30.0 0.0 0.035 14 Comment: Loft Ceilings Skylight: FSM08:Vinyl/Fiberglass Frame, Double Pane with Low-E 22 0.440 10 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Building 15-unit 109- Baltic Report date: 09/25/18 Data filename: C:\Users\Bob\Documents\bce\Bldg-15-unit 107 - Baltic.rck Page 3 of 3