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RC-0482-2018 TOWN OF QUEENSBURY ` E 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development - Building& Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: RC-0482-2018 Date Issued: Monday, December 10, 2018 This is to certify that work requested to be done as shown by Permit Number RC-0482-2018 has been completed. Tax Map Number: 301.8-2-80 Location: 43 HILLCREST AVE Owner: Paula Slayton, Derek Slayton Applicant: Dave Clarke This structure may be occupied as a: Residential Alteration 1060 s.f. By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the ( ‘"*P 4 )(ktproperty owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. _ TOWN OF QUEENSBURY `�" !` ! 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: RC-0482-2018 • Tax Map No: 301.8-2-80 Permission is hereby granted to: Dave Clarke For property located at: 43 HILLCREST AVE In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: Paula Slayton Single Family-Alteration $20,000.00 Owner Address: 43 HILLCREST AVE Total Value $20,000.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Dave Clarke 11 Thunderbird DR Queensbury,NY 12804 Plans&Specifications Residential Alteration 1060 s.f. $ 318.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Tuesday,August 13,2019 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town r' Quee, ury; o : , 13,2018 SIGNED BY: '� \ for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only lett -:;\ r------- C— Sf" ,4 ADDIT1ON/ALTERA POPERIVILT q„o 0= I APPLICAT1, - 0$ 0 0 Town of agennibuiy JUL 25 2018. — niyoice= 1: 0/ 0 742 Bay Road,Queensbury,NY 12804 L Li TOLITikl P:518-761-8256 www.queensbury.net n1Nr,A cor‘r.c‘ Project Location: -- Lt t leral 1 Q I • — 6), Tax Map ID #: 001-.1) — Subdivision Name: Callty,-14iti B0011_, - CONTACT INFORMATION: Pay - I 2-3 O Applicant: Name(s): Dant auLivlaA-1-6)/1 Mailing Address, C/S/Z: t ‘11AAkrtAbk ra Dr. QAitia-vkhoLtAij',, 1,9...w.)Le Cell Phone: ( 612 ) 3'24 - 710/9 Land Line: ( 6,Q ) 3 46 Email: ca,ciatdfoli p 0_0 f , czyK., • Primary Oimer(s)-:----- Name(s): Poidida, 1/4.c_ta), DA-- Mailing Address, C/S/Z: (-3 2 *-ThAA-VdiUdi)t 6-C. a MI*do iit.r/A k..)q Cell Phone: ( ) 19) ) 3'21 b Co Land Line: ( Gra ) 74-b g6'3 0 Email: (p0Ala 4734 (r.° ® Contractor(-0: -- • Business Name: Contact Name(s): 6L-14,,e- Mailing Address, C/S/Z: `—tifut_v\CU&I/Ot,rek 'DY-• akkajur‘Sb(Ayvk 0 '1/4-/ Cell Phone: (612 ) --1-11_040 Land Line: ( ) Email: * Architect(s)/Engineer(s): Business Name: Contact Name(s): Mailing Address, C/S/Z: Cell Phone: ( and Line: ( Email: _ - Contact Person for Building& Code Compliance: ba-kre___ UCLAIZ., Cell Phone: (6 ) 1 4-4— qt.ottO Land Line: ( Email: Town of Queensbury Building&Code Enforcement Addition/Alteration Application Revised March 2018 „, 4 PROJECT INFORMATION: TYPE: Commercial Residential , WORK CLASS: \k, Single-Family _Two-Family . _Multi-Family(#of units ) Townhouse Business Office Retail Industrial/Warehouse Garage (#of cars_ ) ,,, Other(describe • - ) ADD IT O SQUARE FOOTAGE ALTERATION SQUARE FOOTAGE: 1st floor: . i! ` 1st floor: t”�Q 2nd floor: V 2nd floor: " 3rd floor./ N 3rd floor: ��'' Base,ent (habitabl ,space): Basement (habitable space): - 7Total square feet: \ Total square feet: 1 0620 ADDITIONAL PROJECT INFORMATION: 1. - Estimated Cost of Construction: $ 9--0! 0 00 2. If Commercial project, what is the proposed use: N&1 3. Source of Heat (circle one): Co Oil Propane Solar Other Fireplaces need a separate Fuel Burning Appliances &Chimney Application 4. Are there any structures not shown on the plot plan? YES 0 Explain: 5. Are there any easements on the property? YES -NO 6. . SITE INFORMATION: a. What is the dimensions or acreage of th rcel? •2' O.o(T b. Is this a corner lot? YES c. Will thegrade be changed as a r the construction? YES led. What is the water source? PUBLIC PRIVATE WELL • e. Is the parcel on SEWER or a PRIVATE SEPTIC system? prWailt \Qc c ' • Town of Queensbury Building&Code Enforcement Addition/Alteration Application Revised March 2018 • d a DECLARATION: 1. I acknowledge that no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. I certify that the application, plans and supporting materials are a true and complete statement and/or description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 4. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 5. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: • -PRINT NAME: p , 101 . . _ _ _ ___ ___SIGNATURE: _. ' rat —"--- DATE: oI 1,119 II. 6(9' • , • • • • Town of Queensbury Building&Code Enforcement Addition/Alteration Application Revised March 201g INSPECTION WORKSHEET (008601-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal RC-0482-2018Permit Case Number:Case Module: Mon Dec 10, 2018Passed Inspection Date:Inspection Status: John O'BrienResidential Final Inspection Inspector:Inspection Type: 43 HILLCREST AVE301.8-2-80 Job Address:Parcel Number: Queensbury, NY 12804 Contact TypeCompany NameName Granted PermissionClarke, Dave Primary OwnerSlayton, Paula ContractorClarke, Dave ApplicantClarke, Dave Primary OwnerSlayton, Derek Checklist ItemPassedComments General CommentsYES12/4/18 Preliminary Final Inspection Not Approved: Remaining Items: - Pressure test of sanitary lines. 5 psi of air pressure for 15 minutes. -Replace vent stack where condensate line was tapped in with a new section of pipe that terminates 18" out of roof. - First step out of rear french doors and rear door of garage must step 8-1/4" or less to grade. - Install dryer vent and termination hood as discussed. - Submit Manual S & J to reflect what HVAC equipment was installed. - Finish sealing garage fire separation wall on both sides with fire code sheetrock and fire caulk. - Secure gas line on exterior of building and in mechanical attic. - Insulate all pex water lines in unheated spaces (attic & basement) - Fix blown-in insulation so proper vent is not blocked. - Reroute hvac condensate line to laundry trap. Dec 10, 2018Page (1) INSPECTION WORKSHEET (008601-2018) Checklist ItemPassedComments 12/10/18 Final Inspection - Ok to Issue CO! 3" Plumbing Vent through roof minimum 18 inchYES-Replace vent stack where condensate Line was tapped in with a new section of pipe that terminates 18" out of roof. Platform at all exterior doorsYES- First step out of rear french doors and rear door of garage must step 8-1/4" or less to grade. Dryer Duct Max Length 35', Labeled Over 35'YES- Install dryer vent and termination hood as discussed. Plumbing fixturesYES- Pressure test of sanitary lines. 5 psi of air pressure for 15 minutes. OK to Issue C/OYES12/4/18 Preliminary Final Inspection Not Approved: Remaining Items: - Pressure test of sanitary lines. 5 psi of air pressure for 15 minutes. -Replace vent stack where condensate line was tapped in with a new section of pipe that terminates 18" out of roof. - First step out of rear french doors and rear door of garage must step 8-1/4" or less to grade. - Install dryer vent and termination hood as discussed. - Submit Manual S & J to reflect what HVAC equipment was installed. - Finish sealing garage fire separation wall on both sides with fire code sheetrock and fire caulk. - Secure gas line on exterior of building and in mechanical attic. - Insulate all pex water lines in unheated spaces (attic & basement) - Fix blown-in insulation so proper vent is not blocked. - Reroute hvac condensate line to laundry trap. 12/10/18 Final Inspection - Ok to Issue CO! O'Brien, John (Inspector) Dec 10, 2018Page (2) Manual S Compliance Report Job: HEWITT Date: Aug 29,2018 Entire House By: COMPLETE CARE (� Plan: HEWITT GLENS FALLS,NY 12801 Project Information For: COMPLETE CARE AS BUILT GLENS FALLS, NY 12801 `A 3 vv_C.i_r S T iN•3E ►J :. Cooling Equipment Design Conditions Outdoor design DB: 85.0°F Sensible gain: 8416 Btuh Entering coil DB: 75.2°F Outdoor design WB: 71.0°F Latent gain: 1784 Btuh Entering coil WB: 62.6°F Indoor design DB: 75.0°F Total gain: 10199 Btuh Indoor RH: 50% Estimated airflow: 403 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: York Model: TCGF18S41S3+FC18A3XC1++S1-1TVM4F1 Actual airflow: 577 cfm Sensible capacity: 0 Btuh 0% of load Latent capacity: 0 Btuh 0% of load Total capacity: 0 Btuh 0% of load SHR: 0% Heating Equipment Design Conditions Outdoor design DB: -4.0°F Heat loss: 37835 Btuh Entering coil DB: 66.1°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: YORK Model: RGF19060BP1ZMP11 Actual airflow: 577 cfm Output capacity: 38000 Btuh 100% of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. 2018-Dec-08 09:43.25 wrightsoft° Right-Suite®Universal 2017 17.0.16 RSU25116 Page 1 ACCK ...tt.langeworthy\Documents\York\COMPLETE CARE.rup Calc=MJ7 Front Door faces: N �. Residential Plans Examiner Review Form RForm PER1 ACCk for HVAC System Design (Loads, Equipment, Ducts) 15Mar09 Pr Gandhi g Corambasdk errs GLENS FALLS NY Header Information Contractor: COMPLETE CARE REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes 0 No 0 Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes D No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No 0 Building plan#: HEWITT Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): , Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: -4 °F Orientation: Front Door faces North Indoor temperature: 68 °F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 37835 Btuh Number of bedrooms: 3 Conditioned floor area: 1620 ft' Summer Design Conditions Number of occupants: 0 Outdoor temperature: 85 °F Indoor temperature: 75 °F Windows Roof Grains difference: 27 gr/Ib 50% RH Eave overhang depth: 0 ft Sensible heat gain: 9351 Btuh Internal shade: none Eave Latent heat gain: 1982 Btuh Depth Window Total heat gain: 11333 Btuh Number of skylights: 0 HVAC EQUIPMENT SELECTION (IRC M1401.3) Heating Equipment Data Cooling Equipment Data Blower Data Equipment tye: Gas furnace Equipment type: Split AC Heating cfm: 577 umace,Hea pump,Boiler,etc. Air Conditioner,Heet pump,etc. Cooling cfm: 577 Model: YORK Model: York Static pressure: 0 in H2O RGF19060BP1ZMP11 TCGF18S41S3 Fan's rated extemal static pressure for design airflow Heating output capacity:. 38900 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design ou door conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601 .1) Design airflow: 577 cfm Longest supply duct: 0 ft Duct Materials Used Equipment design ESP: 0 in H2O Longest return duct: 0 ft Trunk duct: Total device pressure losses: 0 in H2O Total effective length(TEL): 0 ft Available static pressure(ASP): 0 in H2O Friction rate: 0 in/100ft Branch duct: Sheet metal Friction Rate=ASP=(TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date. Reserved for County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist + - wrightsoft® Right-Suite®Universal 2017 17.0.16 RSU25116 Pr(led Summary Job: HEWITT Summary Date: Aug 29,2018 Entire House By: COMPLETE CARE Plan: HEWITT GLENS FALLS,NY 12801 Pro'ect Information For: COMPLETE CARE GLENS FALLS, NY 12801 Notes: Desi• n Information Weather: Glens Falls AP, NY, US Winter Design Conditions Summer Design Conditions Outside db -4 °F Outside db 85 °F Inside db 68 °F Inside db 75 °F Design TD 72 °F Design TD 10 °F Daily range M Relative humidity 50 % Moisture difference 27 gr./lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 35593 Btuh Structure 8023 Btuh Ducts 2242 Btuh Ducts 392 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) Humidification 0 Btuh Blower n e) 0 Btuh Piping 0 Btuh Equipment load 37835 Btuh Use manufacturer's data n Rate/swing multiplier 0.90 Infiltration Equipment sensible load 7574 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1784 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area(ftz) 1620 1620 Equipment latent load 1784 Btuh Volume(ft3) 14580 14580 Air changes/hour 0.80 0.40 Equipment total load 9358 Btuh Equiv.AVF (cfm) 194 97 Req. total capacity at 0.70 SHR 0.9 ton Heating Equipment Summary Cooling Equipment Summary Make YORK Make York Trade GUARDIAN Trade LATITUDE Model RGF19060BP1ZMP11 Cond TCGF18S41S3 AHRI ref 5852868 Coil FC18A3XC1++S1-1TVM4F1 AHRI ref 4676522 Efficiency 92AFUE Efficiency 11.5 EER, 14 SEER Heating input 41304 Btuh Sensible cooling 12110 Btuh Heating output 38000 Btuh Latent cooling 5190 Btuh Temperature rise 60 °F Total cooling 17300 Btuh Actual air flow 577 cfm Actual air flow 577 cfm Air flow factor 0.015 cfm/Btuh Air flow factor 0.069 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. „:_ Wri htsoft® 2018-Dec-08 09.43.25 9 Right-Suite®Universal 2017 17.0.16 RSU25116 Page 1 Acc ...tt.langeworthy\Documents\York\COMPLETE CARE.rup Calc=MJ7 Front Door faces: N Rig ht-J®Worksheet Job: HEWITT Entire House Date: Aug 29,2018 COMPLETE CARE Plan: HEWITT GLENS FALLS, NY 12801 MANUAL J:7th Ed. 1 Name of room Entire House Room1 Room2 2 Length of exposed wall 198.0 ft 140.0 ft 58.0 ft 3 Room dimensions 40.0 x 30.0 ft 14.0 x 30.0 ft 4 Ceilings Condit.Option 9.0 ft d 9.0 ft heat/cool 9.0 ft heat/cool TYPE OF CST HTM Area Load(Btuh) Area Load(Btuh) Area Load(Btuh) Area EXPOSURE NO. Htg Clg (ft') Htg Clg (ft') Htg Clg (ft') Htg Clg Htg Clg 5 Gross a 12E3 5.4 1.0 1782 **** **** 1260 **** **** 522 **** **** **** **** Exposed b 0 0 111111 **** **** 111111 **** **** 1HI11 **** **** **** **** walls and c 0 0 111111 **** **** 111111 **** **** I I1111 **** **** **** **** partitions d 0 0 I I I I I I **** **** 111111 **** **** 11 h 11 **** **** **** **** e 0 0 111111 **** **** 111111 **** **** 111111 **** **** **** **** f 0 0 111111 **** **** 111111 **** **** 111111 **** **** **** **** 6 Windows and a 3D0 26.0 ** 106 2751 **** 76 1971 **** 30 780 **** **** glass doors b 0 ** 0 0 **** 0 0 **** 0 0 **** **** Heating c 0 ** 0 0 **** 0 0 **** 0 0 **** **** d 0 ** 0 0 **** 0 0 **** 0 0 **** **** e 0 ** 0 0 **** 0 0 **** 0 0 **** **** f 0 ** 0 0 **** 0 0 **** 0 0 **** **** 7 Windows and North 17.0 45 **** 765 30 **** 510 15 **** 255 **** glass doors NE/NW 0 0 **** 0 0 **** 0 0 **** 0 **** Cooling E/W 62.0 16 **** 982 16 **** 982 0 **** 0 **** SE/SW 0 0 **** 0 0 **** 0 0 **** 0 **** South 30.0 45 **** 1350 30 **** 900 15 **** 450 **** Horz 0 0 **** 0 0 **** 0 0 **** 0 **** 8 Other doors a 10D0 33.1 6.3 63 2087 394 42 1391 263 21 696 131 b 0 0 0 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12E3 5.4 1.0 1613 8711 1645 1142 6168 1165 471 2543 480 exposed b 0 0 hill 0 0 111111 0 0 111111 0 0 walls and c 0 0 IH111 0 0 111111 0 0 111111 0 0 partitions d 0 0 111111 0 0 111111 0 0 111111 0 0 e 0 0 111111 0 0 1H111 0 0 111111 0 0 f 0 0 111111 0 0 hull 0 0 111111 0 0 10 Ceilings a 16G0 2.4 1.1 1620 3849 1818 1200 2851 1346 420 998 471 b 0 0 111111 0 0 111111 0 0 111111 0 0 C 0 0 111111 0 0 111111 0 0 111111 0 0 d 0 0 111111 0 0 111111 0 0 111111 0 0 e 0 0 111111 0 0 111111 0 0 111111 0 0 f 0 0 111111 0 0 huh 0 0 111111 0 0 11 Floors a 1910 1.7 0 1620 2799 0 1200 2074 0 420 726 0 (Note: room b 0 0 111111 0 0 Him 0 0 ih111 0 0 perimeter c 0 0 111111 0 0 min I 0 0 1 1 1 1 11 0 0 is displ. d 0 0 111111 0 0 111111 0 0 1111 1 1 0 0 for slab e 0 0 hull 0 0 111111 0 0 111111 0 0 floors) f 0 0 111111 0 0 111111 0 0 111111 0 0 12 Infiltration a 91.2 6.3 169 15396 1069 118 10746 746 51 4651 323 Ventilation 0 0 0 0 0 0 13 Subtotal loss=6+8..+11+12 **** 35593 **** **** 25200 **** **** 10393 **** **** **** Less extemal heating **** 0 **** **** 0 **** **** 0 **** **** **** Less transfer **** 0 **** **** 0 **** **** 0 **** **** **** Heating redistribution **** 0 **** **** 0 **** **** 0 **** **** **** 14 Duct loss 6% 2242 **** 6% 1587 **** 6% 655 **** **** 15 Total loss=13+14 **** 37835 **** **** 26787 **** **** 11048 **** **** **** 16 Int.gains: People @ 300 0 **** 0 0 **** 0 0 ***' 0 **** Appl. @ 1200 0 **** 0 0 **** 0 0 **** 0 **** 17 Subtot RSH gain=7+8..+12+16 **** **** 8023 **** **** 5912 **** **** 2111 **** **** Less external cooling **** **** 0 **** **** 0 **** **** 0 **** **** Less transfer **** **** 0 **** **** 0 **** **** 0 **** **** Cooling redistribution **** **** 0 **** **** 0 **** **** 0 **** **** 18 Duct gain 5% **** 392 5% **** 289 5% **** 103 **** 19 Total RSH gain=(17+18)*PLF 1.00 **** 8416 1.00 **** 6201 1.00 **** 2214 **** 20 Air required(cfm) 577 577 408 425 168 152 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. 4 wriightsoft 2018-Dec-08 09:43:25 Right-Suite®Universal 2017 17.0.16 RSU25116 Page 1 AC'.p ...tt.langeworthy\Documents\York\COMPLETE CARE.rup Calc=MJ7 Front Door faces: N E .-- x / ,. _� - b . r 6 d. 1 > leffPrit � x • • i . , 11 ,, 1 F-611/44ii..? ppAyil a I � � , Quote Information - Qmote 10718757 Buyer ' �m��: A8�B&9PLY Sales : Purchase Order: Contractor: DAVKJOLARK / Job Name: _ ' Account: /CX0149 Account Name: GLENS FALLS NYA»Xbmme � Entered By: glenofaUo Status: Quote � Created On: June OS 2018 � All prices subject ln change without notice ! ---- -- '---- - Size Customers _Unp. Oty. _Description ( VxH) _Unit _Ext. _. Configuration:Mulled Unit XX Twin(Opening Size:7B1/4VVx4D1/2H,Exact Size:773/4VVx48H.Egress . Opening Size:O8.8QVVx18.44H(4.O4SQ.FT) . � ^ . ! ~ �--- ' ----~------ i . . ^ New eXtreme 450 Double Hung withJ-Channel'White'Clear-Standard Low-E/Argon-3/4 Colonial'1Hx2V- Hx2VN9hhn 'XX'Roll Formed Half Screen'Standard Mesh-2Lnckon ' 385/8.0 4 Factory Mull(1,1) 48"BS . -U Factor:U:31`8HQD:O�2SK8eato ENERGY STAR|neginn(�:[@OUTHERN] - _ —..- 1 4 - Nmwe)��ma450DoumnHungwhhJ-]honne|'VVh\te'O\aor'8�ndardLow-E/Ar on-3/4 68O5�. 2122.20 Colonial'1Hx2V-1HxZJ(Nhho)'XK'Roll Formed Half Screen-Standard Mesh'2Lonhae)' 385/81'x 4 Factory Mull(O.1) 48^E8 ' -U Factor:O�31.8H8O:O:25K�eeto ENERGY STAR|nmg|on(o):[BDUTHERN] ^ - � ^ 301 . � _ -- ��� �� .. � �4J Paula �� -_'.J�."`~`*� . � Residential~ Alteration 1060 ' ~ ' [P8ge:1/3] '� New eXtreme 450 Double Hung with J-Ghannel-White-Clear-Standard Low-E/Argon-3/4 Colonial-1 Hx2V-1 Hx2V(White)-Roll Formed Half Screen-Standard Mesh-2 Locks(White) (Opening Size:351/2 W x 481/4 H,Egress Opening Size:30.25 W x 18.31 H(3.85 SQ.FT))- DP35:Size Tested 36"x 74"-U Factor:0.31,SHGC:0.25 Meets ENERGY STAR in region(s): [SOUTHERN] 35"x 47 2 3 243.58 730.74 3/4"ES } s New eXtreme 450 Double Hung with J-Channel-White-Clear-Standard Low-E/Argon-3/4 Colonial-1 Hx2V-1 Hx2V(White)-Roll Formed Half Screen-Standard Mesh-2 Locks(White) (Opening Size:351/2 W x 41 1/4 H,Egress Opening Size:30.25 W x 14.81 H(3.11 SQ.FT))- DP35:Size Tested 36"x 74"-U Factor:0.31,SHGC:0.25 Meets ENERGY STAR in region(s): [SOUTHERN] 35"x 40 224.09 ;224A9 3 1 3/4"ES ' [Page:2/3] I df New eXtreme 450 Double Hung with J-Channel-White-Clear-Standard Low-E/Argon-3/4 Colonial-1Hx2V-1Hx2V(White)-Roll Formed Half Screen-Standard Mesh-2 Locks(White) ' (Opening Size:36 W x 49 H,Egress Opening Size:30.75 W x 18.69 H(3.99 SQ.FT))-DP35: Size Tested 36"x 74"-U Factor:0.31,SHGC:0.25 Meets ENERGY STAR in region(s): [SOUTHERN] 351/2"x 4 2 48 1/2" 249.14 498.28 ES Sub 3575.31 Totals . _, - Totals 10 3575.31 A blank price indicates that the price of an item has not yet been retrieved by the system. Select Price Quote to retrieve prices for items which have not yet been priced by the system, Special Instructions: .3 CS- - c2 "2) [Page:3/3] New eXtreme 450 Double Hung with J-Channel-White-Clear-Standard Low-E/Argon-3/4 Colonial-1Hx2V-1Hx2V(White)-Roll Formed Half Screen-Standard Mesh-2 Locks(White) • (Opening Size:36 W x 49 H,Egress Opening Size:30.75 W x 18,69 H(3.99 SQ.FT))-DP35; Size Tested 36"x 74"-U Factor:0.31,SHGC:0.25 Meets ENERGY STAR in region(s): [SOUTHERN} 35 1/2"x 4 2 48 1/2" 249.14 498.28 [17-1 ES t- -', .ti MEMBER REPORT PASSED kr: n"1eiva� �w ,t� Level,Wall:Header 2 piece(s) l 3/4 x 168s 2"0E Mica:diem®DX Overall Length:12'9" • �4i 'J - - - + 0 2>=;=z;:ti•-'.`��:e.•;�:."<F:.'.'c_.,:r;.x '-`'r, '>:i ;'°i: '.�z,';s°Ec4'�".�rw.'r?`;°y 7:::< _x^<:,•n F '.:X:a;4 i`;�„rti�^`z,° - - ,<..{:1 - ri?:,.h.,..::. .i543 i:J cY Y : Zki:? -4-„_4 ..r£.d_ .r :: 'C -X:y't�^": �:�x.- �� F�M y%h i��x�i F. ��.. <.�.6r::k Ste: �<�ys�'b.'-,".4`i,"t 4.,dYiziv��^`�.`<.�'3^� t'C:�;L'�',Y�,'�` sz:y:Y°te...v,�tu,n<F$':� �e,;�;,ti�z.?w,'. '"-7c-_�tis:,,;�I'."i[=, _ f.a,�",- :,,>t: "'E1.:t,1 - `,F.< w,,ems%;,€;,-. z4�''`j:. .i4.,.X•a.. '�? r.img,.!.*.q M ✓;; sxa �znTta.. ,5:�*''`'h+�; ,:'?:�.::x=,X :�z,:,�;s �'�.••:- .=.���--�`�'2�'�:��:_t' r:frC-°. h»3.�, .= s ;,x ;\V s:-_ K ' s' .�, :e R,,, ,,> ; <zo`.:sr:�;kt. :,7'b*. N>% ::.>x,•:..<e.,.«.s:�:�.n��,�.:,.,.;Y,...^>HF,;<,2,�<-S `C �.`�;V:�:S F4 �.,a:�.u>, - ,.z� _ "�' ,Va.....,..:v.,.-..:u....n'�.:e;....s...::..:,::.>:v.<v_.=N :s'.,.,...�a>,.xr�<.'r�<._,.. .v 'l�.>..._. .._........L.. _.._..._._..�:.:......._. 14 I r 12' .,x CI 0 All locations are measured from the outside face of left support(or left cantilever end).Ali dimensions are horizontal. i- _nmµ.�..c.;»...-r, ,z:g F,ty-x _'x x%t:: .:, t;:; a s.>: n..�....1;-..._.xs� � -..,e,, v' �srt.:`r�F' L<.,.F=;x:...o{•_r 3s:-;^i&::.�..< ':.,>..,:><: :tK..f.` ?SC. S."ti,7V:.<,,,%,.Yi. QElgr1% £3ARP-I =_e� Aaua@,,C,.a¢aµzVPri.a0 , k8oW , � Rgel s,:a �� F dCoadCombsrsa o (PatePn-�= ;= •,>=a Syst em:Wall Member Reaction(Ibs) 6798©3" 11419(4.50") Passed(60%) -- 1.0 D-1-1.0 S(All Spans) Member Type:Header Shear(Ibs) 4976 @ 1'8 1/2" 12236 Passed(41%) 1.15 L0 D-t-1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 20002 @ 6'4 1/2" 35781 Passed(56%) 1.15 1.11 D+1.0 S(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.211 @ 6'4 1/2" 0.408 Passed(1/698) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Dell.(in) 0.267 @ 6'4 1/2" 0.613 Passed(1/550) -- LO D f 1.0 S(All Spans) . .., Deflechonaiterie.;LL.(1-/3E0.), 00.TI_(I.J240)• :....,._.......,•.,... •Top Edge Bracing(Lu):Top compression edge must be braced at 8'5"o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 12'9"o/c unless detailed otherwise. a� ':-y>.Rif._ ' :'.>v^,.y eE �cK"=K:. -K<'?ikrk".' -I'pegi ,�'.� l x_ y., ta.,Ye-A 7 xtj23�,..y_• ;;�,;."'�. - U.�,,z�`_- �`xvx�:�i;`,•��'.`si�a�r '�;:`�Beaiia �e�i`Ytle.. 1�:. �zr� `,.: ,x � �:`°„i �' - �°, ,� � d ��SU OItS(IhS ,. �a�,FF x ` �.Y:.,:. 'ax. x**.a e yr %' , .:,t'>;Y•,3.�,. ,k�3:�a,.9 •�rii .�''-k:<- r.' r.: ;.kt,Lrv+; .,.4"?'< - s•' e v,Y-,.�•Yh;.x -�Y'��.5{y.`£+i."�•�<' �>, p�,v. �4.�3 z:4�Cl�'>`[,.;.�'.�.�"f�.'ko�`. �<.M4ef���i x 'flSx:y ��a�i':,�� d ^M> ez:.'r. '.-..:,•i:';,,,IT?>`..Y.\:"N atl.�?:'.:J.,',:!u .G•A:.?..�vz':--,..h. _x. e ��'.�Y�. �y ;.� �"i?��2 _ti?:���r °x:�;'yi2;<.::Z•xr ^`ntin.'.'�`,;ieq;a ,,"h";�;:;,�,n��. .•1�,•;,,y�;c,.�•:z;C,zx$',�";s�c� .g.;�Yxn' - A "'` '` . ii s .r. :�S OW' ' Z� tt A xT.E'"• ..:�„S,��I�pOsts��;v � ;_^�{�'�;!�����'r<o#al�-���Ava(1a649:w;;; ?e9 !•r�3�: `�Qa,���,�r:,�,rl.,•<Y3��;;#,i? ��>,ccessones�..e��- 1-Trimmer-SPF 4.50" 4.50" 2,68" 1443 5355 6798 None . • 2-Trimmer-SPF 4.50" 4.50" 2.68" 1443• 5355 6798 None - ,;..y . tom. �, � k .,YL/ .`Z. ''i$�'"�l�; `ku �Fs7�.a v}+'��"�`.'��i�; 9.:,," ,.ze :k 4,,.-,v'a l a;, ti `7Fjr... ', ; Cad: : :..-4:i®w ii, ,: w �LOaC r W on,(Sril ) "iWitlt r (0:90 fiats) .@ orris is .,' <..�"'�:u�:.��.,LOCH.?. .�'#:s s.�<.z''A. �;_,�-�:._ 3���-.'.,Cx:��<..,.F.`rX�•. ' � � ' 0-Self Weight(PLF) 0 to 12'9" N/A • 16.3 • • 1-Uniform(PSF) 0 to 12'9" 14' 15.0 60.0 Residential-Living Areas min:.`.:::•�'<-•a• �ft>a�^r.:.Si�Y' ,_:M�.�.'r...rx.v::,'3W.,• 4�;:. �.���, e^.3' - - •i_. ^J: „' ^�'.,'Yyz,:�'S'::: _ :Y.K':w<�:d:%.��:i �'i 1`s;'•.:••k:....Y.S<,�_ -r ''gees til,�:xaFf>5:.- e__ ...,...y.. i.itiCx '�',$ g<. x1iU'.E*�rL#i�l���SO,[';1�O�ES�?�S��i M.. .. - .�` k�'�'`��i=��� �G�?�L����--�'�. .�:?ro"�:�'�'°�'Y'�; ` s`�.4;•t: �:aJ��`>�,�'��� °"'e�,,< 3 SUSTAINABLE FORESTRY INITIATIVE :�.<.....,<,..,.,>_ < ! �'"`�i��„:x �.s-ah� : < +' sxk� 'S r�ci��fZ�n: .;�i's.::wr ..U,.,,_,�.:a:3.5dC,:,ra Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design • professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR 1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.comiwoodproducts/document-library. The product application,inputdesfgn loads,dimensions and support information have been provided by Forte Softwareoperator • • • orteSoliwsreO Operator • SobNoies —� `_ _ 6!12r2Crfff 12:4 :0&PM Es Forte.v5.3,Design Engine wr.ao.5 cu tislunsber (5t8i 490-7'ie2 haysosfij.ratcslurr€ber.corrs Page 1 Of 1 • T�; k,; : 1.� Level, Wall:Header PASSED 2 plece(s) 1 3/4 x 91/2" 2"0E hviliciriil# iR®LVL • Overall Length:7'6" + o,�rr:^;,�eSi4^..;:+s:,:'._<,ryo�;;.a.,},pr;,-4'ra•c<�� _ - - ..,-<s...<.:!v..•.i _.,�>_..-9:.•::,...• ,,...y=4. r,, .:s,.:-'=t;\:=zkx.;<<:;:;:^" :• ;%` ='�fr`<ith ,,:)Y7.. ,.�,.. ,:E.G,rx,:: •,_Lxt `:s�.y:K:�;,�n' ...'L.=.� ')�'�..,1> %G!?><z,-? .,.5•.})a .:T'.: .'Ya�::3' n1"i .`-:.�'..c S>i vefi%:.� :i.Iiise ..Y1•.i3^^ ,Y.><`[k - T a4•i"��'c•;�{ _ :"Z. fib'/.•. :n\c� ?:k,<>„�.j rVi;...a.-<ii''`:`{<.nSr`. >i.F i-"-:�::.. 1 .:.>,:.:,�,-....�.y:.y >,.�)<.v.r).�,.,cy:::r>t s:4_ ._z,�'f:�i`•" r'4}> ,_<L•::. is�.?•:i4., - .L! '.x4?.S:+l'.:X" -''.\_v - - v:. 7 0 E All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. .... v L ._.-.,;a-�'.>:;>zv.,;v-. ,..x-,_ .�.ww-<a _ ,Y�:S ::i<' <{t"iiLLii :-'�::a_yw<.• i .<::•.35.._,<; ,..v_. :?<_x:r.;, -ate. ....a_. ..).o-_k... ;y .rr:y_<: ..s5<i��.Y:3.}::`=• 5'�=a>n..�aFt: .,';a•,r:...;.re"'•;.xa'-z`'a`:,"nt.. :.,:Ns`�' • Yv''�� lis$S=s„ rt fi.-�`A¢tuplt�a iL•ocatlah�` xResub?:i x,> i 1DF:a f,Sg< .;.. 6r a#ron:.(PaEtern'r z: :.<.;t, • System:Wall Member Reaction(Ibs) w 5183 @ 1 1/2" 7613(3.00") Passed(68%) F -- 1.0 D+1.0 S(All Spans) Member Type:Header Shear(Ibs) 3743 @ 1'1/2" 7265 Passed(52%) 1.15 1.0'D+1.0 S(All Spans) Building Use:Residential Moment(Ft-tbs) 9081 @ 3'9" 13541 Passed(67%) 1.15 1.0 D+1,0 S(All Spans) Building Code:IBC 2015 Live Load Defl.On) 0.159 @ 3'9" 0.242 Passed(L/548) -- 1.0,D+1.0 5(All Spans) Design Methodology:ASD Total Load Defi.(in) 0.203 @ 3'9" 0.363 Passed(L/428) — 1.0 D+1.0 S(All Spans) ! f!ect<oir" )_. -•.:. _ ,<ritena.!U.(L/360)and T!_CL/�40. ..-._.....:. ... _.... _ . .,<. .. .. - . .-.. .. .. .. - _. r. . - < . •, Top Edge Bracing(Lu):Top compression edge must be braced at7'6"o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 7'6"o/c unless detailed otherwise. .,.::. ...�:'@%A`:�ir;2%2'"'�"n:'";zLa>`<,=i x'-�:t �'t:';;_ :r:-'-•:+r,wr::.-s.,:::c',>-;..':"E�;:.y:;�i".das:r ,;;�<n�....,::.o•.rc:Q-�::M;�..•,r'»:rr� ':�"a;u,`�i:'�k;�;7;`.�::'y>•�::�, �?w�::.; .011 fi:. i, k :' > .- x:`:, a:Ofi?all—nOORA., '.V:c rag;' lti` io:Supports'(,t0f f,,. <'a�r;r..r ,5,5:5tw _i ' ;';`'::a?♦ 'y�_YtS �sfi��.>a5:?,': .:,;,xs a:.::. ,<,�?�..-� fix v_:^�.'n� <� zR<.'.r'_• �`"-'.-x.Zh"in X;��"�'�...>.<.:i:;��.��•sue �,.`�:s°,sy:; :': � 'z`- as t~ z4...:. .r '; 4+ ;DA, :z? +F_.._)h . . ::...,..-:r,,�.•::<.:,r f>+'._,<: g/,$10,(st :` �}iuK:i:•:.` ^'3,'a. - � 3r2�.:. x,Yfj:i^<}v,�y�e�_ �w�_: ziSYx Vie,�l:.c_v... F ... :.<y L r` y{:�•<.,..} r.,a,?r,,,:? ;:K):{{r?,�5 Y<,•.u.=: \.rs'x'-.•_ i'xs„<ex.;:k„•C;=n.y?`<%"�.�,'*t=aS''�w.e;.' s€'y'`y .FIaYt:R.�'az"y xi>r' 3 :�U,,D:S,x':..:.::,:t, � ;�.: � � "� Ir.Ef)'-��ri r 3 as�r<' �r,•'�':;.i<". r .,.....G?�. ...,,,.S..r.,..z>:,�a�' ::'?[��r4.._.To I<„�:��;;�le�ilali e;� :�eQ n . -�it��'i�ir�?f.�:s,Sn'}ofi�u:�: . :Total,<KAceesso�ies,<�.... �t��? 1-Trimmer-SPF 3,00" 3.00" 2,04" 1133 4050 5183 None • 2-Trimmer-SPF 3.00" 3.00" 2.04" 1133 4050 5183 •None • x,.. �Jk`- a`"'=o 'Ctia;'yr-;s�;;'a; T='w.'..-.:•,...r.gsvo,;-,Y.� `gt mo i v '>. H .11i, K!>:ut 474,ta-Pi.SRC '''2 -;" 11M:"":1 ; {r: '�^= '" t� , > ;::L,-q :;_w.,_Y�'�,���-��ya��LF.."_<;5t�:ex::.�>W:c<€at::'�,'.:;�.�; 'a�ir�`d�a?;[�,- �z,�:.� ..�<L:�r.;: a��.s�•<�»c:i .r .1 A L 3�;O�p$....\c.?' ->`;'4v2.. #IOii,.�de.�. j Wluttfi��?:-,'; ® �..�[ //'3�'. '£te.Qnl �itS.Y 4:.,r.<„x..),�:.z.ILf''^ :.:q ..,-..,w.-,..-.�..�;.,�:(,t.:r5%F�. ...,L"": '.. FY::. _3.1.. !., � �c`7<df"7,s 0-Self Weight(PLF) 0 to 7'6" N/A 9.7 1-Uniform(PSF) 0 to 7'6" 18' 16.2 60.0 Residential-Living Areas .w•,....�:�,�<z•.w..�x<-•,.�,,_, :x�.x. .,�.,.. .,�u „_ter= <z:;�, '-�,' ter.'',:a".'�:=v3. x, �i^.;�;,,;; ;.:r;.:r�:_r.'.,r C:dt�O elig,141&O e$ :::<&.iea-..,.t :-.V;_.':z•�*,a i ' ieTF L^ .4 .. 1j'Az i v; . :r:F::.�. ;t Qx. i:. ,.,F.;w7>:' t U.,41`•M,A c'''')_< SUSTAINABLE FORESTRY INIT!ATi E ��<:,:��,:.�.,:«.�n<....�;..bess:?3>,r„�?:t:,T✓'k,�,-;5r,'•z�>��a:.t£�"`;:>.,c'�..x,��ati�,re�hGi�B^�.Ls:sz�r,•.?s,t��'�'��l-s_�'.,<r,_ .P,•.,s�.,...��4`,r,-..,..3>.,..... ., ...,<.ar..r�:�r�.x'��., u Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is notintend'ed to circumvent the need fora design • professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES ' under technical reports ESR-1153 and FSR 1387 and/or tested in accordance with applicable ASTM standards.Forcurrentcode evaluation reports, • Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/vvoodp.roducts/documentlibrary. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator • • • • Forte Software Operator Job fJoto t• - ka rt havens • Forte.v_3,Design Engine:VT G.0.S • ers4siur ter' F. F5E81490-T152 Qt. firixermk swsfwslumbet.crr Page 1 Of ,S Septic&Drain Service,Inca 2 Lower Warren Street Queensba ry,NY 12894 PHONE: (518)79&8194 FAX (518)798 3213 NOTE; Septic systems are Bider ground making it impossible to state with certainty their overall condition. Al{l systems require regular maintenance such as pumping. No one can predict when a system will fail. This report e aaaments only the functioning ability on the day of the inspection and is not a warranty. SEPTIC SYSTEM REPORT Name and address: /77 gefA `'` a a Type of system: e f-5 / y s tank ram,'ed recently? If so,when? , '///, Was the house 'b ccupied at the t i r;a of tnspecfi i n? If no,how long has the propel been vacant? Was there evidence of:)ver, ow at leach fields: effluent surfacing,black mold,dye breakout,odor,marshy areas,depression,sign of re9mt servicing(lawn disturbed)? If yes,circle those that apply an explain. Was there sewer gas oticeable in the la,b use? �� Was there evidence of prior sewer baceka p? 3- yes,.please explain / After manning water for several animates,was there evidence of possible backup? Is further analysis recommended?If yes,please explain. 1 / /I f ass 114/ 1<ce- eeff ,s?/ e-15 ,a)/4?-e Additional Comments: .i c r rt kaA.J__41-,..Q 024R a_ AouDZ04,s_ Inspecti in Date: : `n Inspectors Signature: =� o