Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
118 FRAZER FIR RD
FLARED END FL=242.46 \ ps MODIFIED LINEAR RAIN GARDEN OPEN SPACE "D 1" TO BE DEEDED 70 THE TOWN OF SOUTH WINDSOR WE77-ANDS� 100-YEAR FLOOD BOUNDARY 4,o / SAN17ARY SEWER EASEMENT TO THE TOWN OF SOUTH WINOSOR (THERE SHALL BE NO DRIVEWAYS ► W \ _ s• �Y ORFEIVCES WHIM THIS E4SEMEN7) N 47'�5 Og, 244 6 F0077NG DRAIN FL= 243.2 10 ' RODENT SCREEN AT FOOTING DRAIN OUTLET Z , Y. 2R, / 244.5 N 3410'24" W �'�� TF- 245.51 245.8 139.39'_ , FL-240.16 / 8"0'SAN. SEWER + 245 1 / I N / ' y 124_36_ -FI- S 3410'24" E \ 2453 O ro \\\ 4 + w +245.5 v: 245.9 +246.0 245.8 - \ o 38 I w o I ALONG E'SMT. A w I ,\ zc N 51'36'00" E rn I 172.3 +247.4 N = 242.5 a N 246. 4'N 1 s' 247.2 .__._.._... + l+245.8 N _ N DECK p '8.4' ty �+ 49.1 2 r; 47.7 ; AC 4. DECK t 246.5 +; I 34.1' 10'_ 250.01 i EM L N ' u FaasnNc HousE?d•6• • , • (s-10-11) 0 FD FL_ 246.31 ' I c I� SAN. FL- 24J zss.00 GM 0* , C. 249.1tI+' ro 14' r' 17 N DRIVEWAY `l i 10.5' as I 1 +250.2 252.0�( 253.8 ' 1 N+ �' 37 355.2 1 254.03 . COVERED FRONT STOOP i N 40' -� J 21'0' ���7 36.0' i L 255.0 n ru 1 E; 254.9 n 20' WIDE S7RE) 251.5 , 'µ u _ _ ___.254.71 +254.4 n +253.6 IN FAVOR OF 7 _ONG E'SMT. + 1 �- 254_1 t i CONC. PAVER WALK N N D-01'O8'46"f -r f 5.2z _ - f0' WIDE C.Ldc � o �MH - - - --�. � AND 10' WIDf' _ _ _ T OTRANS 255.0 1�,g -- -�-`_ 4' !:".DE CON^.dc 255.56 254.61 7 257,20 254.64 1- 255.61 ---- -------------L_256.22 FRAZER nR ROAD _e i 0.1:P; CB23 - WaiER MAIN �� �� r'•. TF_ 55.43 :;�, S� ����``` 92? SAN SAN. MH #21 TOTAL ALONG LOT TF- 254.31 R-500.00' FL, OUT= 244.11 L-99.66' D-1175'11" to To !mow a. new 40 orw vsmw* •r tsus«IA am am W&A"Oomw.iw we rroarro ��s �+ aMr�aR+rw '" '4* FREIVED Fr�,`L r Ft✓ OWN U eO4endmants ,, coC d �b �! and I •yw_r to cwnply'�� • .. stete I�v.e %,." order z-v i` 2014 .0900 en We 9utidwg imrur t deAl�OMoge t 1""a ee of a ! indsor Department : err ► +� teGt to t%e C@Wd"tp..e..� lniee+e e1eM tavag buHtlMg a711� N.....,.,a.d 40sh Qr1--d ft"ftft "IBeb Wed MMN Gwb CERTIFICATION OF ZONING COMPLIANCE ������2�1 Proposed building(s), use(s) and/or structure(s) as ---- t iJ,L'o6 V shown on this plan appear(s)to be in conformance with current South Windsor regulations. Variances and special exceptions may apply. Date $ `Y Zoning Enforcement Officer jL( N soon raon^ i t'Pl�ci►�� e x(s 6,5 co, L -�-•� s 5 �� �"�~'tea -��""�' FLARED END FL-242.46 \\SOS MODIFIED LINEAR RAIN GARDEN OPEN SPACE "D1" s` TO BE DEEDED TO 7HE TOM OF SOU77i WINDSOR - WE7LANDS� 100-YEAR FL00D BOUNDARY q,o SANITARY SEWER EASEMENT ?� / 70 7HE TOWN OFSOU7H WNDSOR �.` 1�. / (THERE SHALL BE'NO DRIVEWAYS W \ _ �• �i OR FENCES W17H/N THIS EASEJUEN7) N 4775-09 244.6 �, F007ING DRAIN FL= 243.2 ' 10 RODENT SCREEN AT FOOTING DRAIN OUTLET 20' R•Y• / / 244.E N 34'10'24" W- 3AN- ._ - - � 2245.31 I 245 8 1 88.39' 24&1 FL-240.16 8"0%AN. SEWER ^ N 04 124_36_ -�-• I S 34'10'24" E \ 245.3 ~ +243.5 \\ 245.8 �' �' +4�9 _ -. +.248.0 N \ I ALON46. G E'SMT, A , z N 51-36'00" E 172.75 / N ri I +247.4 + 2 242.5 �� 4'N 16247.2 1+245.8 -.1. V b 247.7 7 AC 3DECK � .DECK47. 4.2' c3 I r +246.5 4.1' N 0o :'253.84 , uEM E7US6 No HOUSE?e'a' � N , '• - FD FL- 246.3f 2ss oo 4M SAX, FL- 1410-* ' BIT. CONC. 249.1t l '� 14' '�t 10.5'J 17' a DRIVEWAY '� +250.2 253.6 37 COVERED FRONT STOOP ; � 254.03 ? 21.0' 25S08 36.0' ,'•�,•`�i� `` b 11+ + o 251s 1 - I F� 254.7 254.9 n 20' WIDE SIRE) -• 1 +254.4' v +253.6 IN FAVOR OF ,4G ESMT. +"'IF a = 254_1+ 1 CONC. PAVER WALK NN D-01'08'46 r H 5.2x -" _ ANDO£WIDE' r - 0- 255.0 1 K6 -�- T TRANS 1 - 2 ��-` 4' WIDE CONCR i' 2ss - 254.61 �20 59, 254.64-1- 255.81, ?5B 2 253 -- -- ---- L� 2_ FRAZER.FIR ROAD Tf-55.43 SAN.5 �7 ^ �*M_� "zR cH SAN. MH #21 TO a ALONG LOT• TF- 254.31 R-500.00' FL. OUT- 244.11 L-99.66' D-i175'11' RECEIVED OCT 01 2014 South Windsor Building Department J WU BUI11{IN6 UEiVI• JUWN t.t Swmim littler��• ltis certifled that this plan and spectficrtieus*ft stv, '40'ec of the proposed Detilding or a{tert.tib,� te i,, �ncted at - - --�.. ,,r �.�.� ;.... together with it filed with plan f3u116ing :i nd s. riR' 103oed by tr.e r. of tilts applicat-, < Str,rwtfe, � �0 .q asdsq and nroi 660061tied with. IIY nppnt� 34r.uo-. iv:. ,o 8 lxxito t CPsrt CERTIFICATION OF ZONING COMPLIANCE Proposed building(s), use(s) and/or structure(s) as ,( shown on this plan appear(s)to be in conformance with current South Windsor regulations. Variances and special exceptions may apply. Date /,o forcement Officer SITE COMPLIANCE CHECKLIST - E TOWN OF SOUTH WINDSOR,CONNECTICUT ***** FOR C OF O***** �E��rs I 1 ADDRESS__EG 2 f(' / , � LOT/UNIT# 3 e Reviewed by N WINDgPR PUN�gNO pEPf, CONTACT/D V Vya V1y)Gr%YNd Date Reviewed I n pt�p" tad/Devi I w6 PH# Reviewed (Planning) 427 bY�( g) Date Submitted_(oL1 �- 1 Date Reviewed �proDenied 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 parking �— 4. Utility location; a. sanitary sewer/septic systems .� b. foundation drain C. electrical&telephone '— d. water '—� S. Sewer connection charge paid 6. Appropriate certification 7. Bonding 8. Planning&Zoning/' Inland Wetlands Considerations a. Lighting b. Signage Freestanding Wall C. Fee In lieu of Open Space / COMMENTS: , 31lL y) wt,001 0vi to 1 4N100, F L'�1 9...d c 4-p, /S .�i,3L OC. (� �• t7 h(�J _ s/engineerirWmdloy/site oompiiance cheddist NO TES - FLARED END 1. AREA OF LOT 38 = 27,423 SQ.FT. = 0.630 ACRES. FL=242.46 oq MODIFIED LINEAR RAIN GARDEN 2. ZONE OF SUBJECT PARCEL IS 'R-R OPEN SPACE'. \ ems MINIMUM YARD REQUIREMENTS. OPEN SPACE "D 1" FRONT= 40 FEET TO BE DEEDED TO 7HE TOWN OF SOUTH WINDSOR SIDE = 10 FEET REAR = 20 FEET R J. BOUNDARY INFORMATION TAKEN FROM PLANS ENTITLED - OUTLET STRUCTURE WETLANDS 100-YEAR FLOOD BOUNDARY DZEN TREE FARM SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. MASKEL ROAD AND TOP= 250.79 BARBER HILL ROAD SOUTH WINDSOR, CONNEC77CUT SCALE" 1 IN.= 40 FT. DATE. AUGUST 29, 2007 SANITARY SEWER EASEMENT REVISION DATES TO 6-17-08 SHEETS Sl, S2, S3, S4 AND S5 ALFORD ASSOCIATE'S, INC. CIVIL r0 THE MUM OF Sr)117W IA#Mn'ZnR ENGINEERS WINDSOR, CONNEC77CUT" �0ZA. �/ (THERE SHALL BE NO DRIVEWAYS 4. APPLICANT MAP PREPARED BY DETENTION BASIN 430 W 244 s __8 OR FENCES WITHIN THIS EASEMENT) MANNARINO BUILDERS, N 47'2 _ o o ROBERT MANNARINO INC.0 2000PIGEON HILL ROAD C FOOTING DRAIN FL= 243.2 SAN.MH #20 105•p9 .6 RODENT SCREEN AT 400 CHAPEL ROAD, SUI7F 3-F P.O. BOX 484 TF= 245.85 FOOTING DRAIN OUTLET SOUTH WINDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095 FL= 240.95 20 R Y/ 244.6 TEL # (860) 289-7055 TEL. ,fl (860) 688-7288 - SAN.MH #19 5. ELEVA77ONS ARE BASED ON NGV029. TF= 245.51 I- _N 34'10'24" W- -- - ---- FL=240.16 6. NO ZONING WOLA77ONS W/TH RESPECT TO LOCA77ON OF EXIS77NG FOUNDA770N, AS SHOWN. 245.8 138.39' 2451 o 8"0%AN. SEWER - + . / I I N / 124.36' FI- _ Z EXISTING HOUSE - ---- -- _----- - --\ GARAGE FLOOR ELEVA77ON = 255.12 \ FINISHED FLOOR ELEVA77ON = 25Z20 S 34'10'24" E / o \ BASEMENT FLOOR ELEVA77ON = 247.52 (WALKOUT) (S W O p 245.3 � I �p Q \\ I O 18 4 3 ..O +245.5 \ I U 245 45.9 +246.0 I N�~ \\ 245.8 _ - _ 8. LEGEND - 39 EXISTING CONTOUR SANITARY SEWER LATERAL w " FROM HOUSE TO MAIN LINE wo o I ALONG E'SMT. Sj x 310.0 EXISTING SPOT GRADE 17'-670 0297. f i ^ N 51'36'00" E / _____W------ WATER SERVICE ~O 1 ! I 172.75 +247.4 I+ _ } 245.8 FD F007ING DRAIN LINE �SAN. LAT=242.5 I 0 246.9 4'N 16' 247.2 " 247.7 S 6 /e SANITARY SEWER LATERAL DECK A 8.4' 47 7 &0 I' 249.1 24 4 2 DECK +246.5 G GAS SERVICE TELEPHONE, ELECTRIC AND CABLE TV SERVICES +• ' w AC N o tO, 250.0 34.1' T,E TV,0 253.84 EM ? N S EXIS77NG HOUSE 'B' 8' w AC ❑ AIR CONDITIONING UNIT ON CONCRETE PAD (6-10-11) I EM o FO FL= 246.3t ELECTRIC METER W SAN. FL= 243.0t 255.00 .A GM ', cM o GAS METER w N .0. SIT. CONC. GV 249.1+, 14' 17' DRIVEWAY +250.2 1os' a x GAS GATE" 252.0 253.6 N 1 N 77 ' 254.03 .J 255.2 I 255.06WV COVERED FRONT STOOP N 40' (� -� 21.0 36.0' WATER GATE w I 255.0 N •p + + cn 254.9 n 20' WIDE S7REE'r TREE EASEMENT HYDRANT 251.5 ' � 254.71 +254.4 u`fi N +253.6 /N FAVOR OF TVE TOWN OF SOUTH WINDSOR EMH ELECTRIC MAN HOLE ALONG .00' + 254.1+ I CONC. PAVER WALK N O L=10.00' - - N - - - - - 10' WIDE C.L.& P. CO. EASEMENT OTV CABLE TV D=01'08'46" V 5.2q� �- cn I - o EMH _ AND 10' WIDE YANKEE GAS EASEMENT LIGHT pTV 255.0 T .A NS 1 t ��s_ - E' wDF CaNCR=.'T 1?;..,K 255.56 1 V .y TRANS TRANSFORMER UNIT ON CONCRETE PAD 256.57 257,20 254.61 `\ T o TELEPHONE' HAND HOLE 2 __- - 253.59 ------54.64_1- - 255,61-------_-L__6.22 - FRAZER FIR ROAD 8"0 D.I.P,y'ygjER MAIN CB 23 '2 R TF= 55.43 SAN _ 8 0 SAN SEA 25".2922 8 0 SAN S`\\ SAN. MH #21 TOTAL ALONG LOT' TF= 254.31 R=500.00' FL, OUT= 244.11 L=99.66' D=1125'11' R THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SEC77ONS 20-300b-1 THROUGH 2O-300b-20 OF THE REGULA77ONS OF CONNEC77CUT STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STA7F OF CONNEC77CUT" AS ENDORSED BY THE CONNEC77CUT ASSOCIA77ON OF LAND SURVEYORS, INC.. IT IS A LIMI7ED PROPERTY/BOUNDARY SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY. GRAPHIC SCALE � CONIV, �� ��0���� �j �� TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS 40 0 40 80 ••d�Of......�,.�'•.� •O�of.....N�jy•.� PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ;''�P'°�M ALF°��`�''= � M A�F°R° '" MANNARINO BUILDERS, INC. � g�y Qg; . ( IN FEET ) *. L.S. NO. 9344 IMPROVEMENT LOCATION SURVEY CIVIL ENGINEERS ;, No. 9344 ? No. 9344 THE LOCATIONS OF UNDERGROUND UTILITIES ARE A: a :'���0' / eo ,.�� p•'' WINDSOR,CONNECTK:UT APPROXIMATE AND ALL UTILITIES MAY NOT BE •.Po'- CENSE,• ���••• .��<q--..CENS,,,•�p•p DZEN TREE FARM . NAL , 6 � •�i��0 S U RN SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 6-13-11 ADDED AS-BUILT HOUSE, GRADES AND U77LI77ES ''•• �•►�' '""••��"'�` LOT 38 - • WILSON M.ALFORD,JR.,P.E.&L.S. SHALL CALL 1-800-922-4455 AND HAVE THE UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE SI 3NATURE AND EMBOSSED SEAL 118 FRAZER FIR ROAD SOUTH WINDSOR, CONNECTICUT SCALE: 1 IN. = 40 FT. DATE: DECEMBER 6, 2010 D:M08060PP-38 P:M06024 FOLDER:MANNARINO FILE:MANNARINO-DZEN a RECEIVED JUN 162011 SOUTH WINDSOR ENGINEERING►DEPT. r, .nr^ r I, - NO TES - /•�/l A/n T/'T9/ //1 T//N A/ P-A I/r'( - A I/1/- - A /'1 1 AREA ar LOT.3R = 27 42.; Sn FT = n R.�n d CRES rLrvccu civu l.�V/VJ l/TU(� llVlV C/V 1/THIVLC l-'HL/- .. ...._.. .,. _,.. .... _ _.. ...... .. .,..,.... ...........,. FL=242.46 NOT TO SCALE 2. ZONE OF SUBJECT PARCEL IS "R-R OPEN SPACE" N\��S MODIFIED LINEAR RAIN GARDEN FRAZER FIR ROAD MIN/MUM YARD REQUIREMENTS.• AFT ql, OPEN SPACE "D 1" o o 0 0°00 FRONT = 40 FEET TO BE DEEDED TO THE TOWN OF SOUTH W7NDSOR off}' off' SIDE = 10 FEET 0 0 REAR = 20 FEET M - 0 0 000 o �o,`bj 2 0 0 oo�b 30-J o 3. BOUNDARY/NFORMAAON TAKEN FROM PLANS ENTITLED - OU7LET STRUCTURE WETLANDS 100 YEAR FLOOD BOUNDARY off' o N DZEN TREE FARM SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. MASKEL ROAD AND 0 0 0 0 o cII BARBER HILL ROAD SOUTH WINDSOR, CONNEC77CUT SCALE" 1 IN.= 40 FT. DATE. AUGUST 29, 2007 TOP= 250.79 0 0 0 0 o REVISION DATES TO 6-17-08 SHEETS S1, S2, S3, S4 AND S5 ALFORD ASSOCIATES, INC. CIVIL 41 / SANITARY SEWER EASEMENT i ENGINEERS W/NDSOR, CONNEC77CUT" TO THE TOWN OF SOUTH WINDSOR 00 a 0 0 . 2 \ OR Kt SHALL HI i 7 S A TEA E 4. APPLICANT: MAP PREPARED BY' DETENT70N BASIN i� " W / / OR FENCES WITHIN THIS EASEMENT) MANNAR/NO BUILDERS, INC. ALFORD ASSOCIATE'S, INC. N 47. 4 43' �OOTING DRAIN FL= 244.5 0 0 0�o oho C/o ROBERT MANNARINO 200 PIGEON HILL ROAD SAN.MH #20 105 p9 RODENT SCREEN AT PLAN 4" MINIMUM CONN. 400 CHAPEL ROAD, SUITE 3-F P.O. BOX 484 TF= 245.85 FOOTING DRAIN OUTLET DOT 2" STONE SOUTH W NDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095 FL= 240.95 ZO R Y/ TEL. # (860) 289-TOSS TEL. # (860) 688-7288 SAN.MH . =YWgDTH- 10' MIN. FILTER FABRIC 5. ELEVA77ONS ARE BASED ON NGVD29. -/ � - N 138.39'0'24" IN - - - - - TF= 245� FL=2a0.16 51 51 SECTION 6. NO ZONING V/OLA77ONS W7774 RESPECT TO LOCA77ON OF HOUSE, IF ERECTED AS SHOWN. ' `L 8"0 SAN. SEWER - o -� NOTES: N 1. THE PURPOSE DF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE 7. CONTRACTOR SHALL VERIFY LOCA77ON AND ELEVA77ON OF EXIS77NG U77LI77ES PRIOR TO ESTABLISHING FINAL 124.36' _ - - - - - --� THE TRACKING )R FLOWAGE OR SEDIMENT ONTO EXISTING PAVEMENT. GRADE OF PROPOSED F0077NGS AND FOUNDATION. CONTRACTOR SHALL INSTALL TEMPORARY EROSION CON7ROL -AS- FL= 242.9 BUILT SAN. SEWER LATERAL / °1 S 34'10'24" E \\ 2. BEFORE CONSTRUCTION ENTRANCE INSTALLATION, THE AREA ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS A A ND OTHER MEASURES FOR STOCKPILED MATERIAL AND AT TOPS OF SLOPES DURING FOUNDA77ON EXCAVA770N. M/RAF7 FABRIC THE SILT FENCE AND/OR TEMPORARY VEGETA77ON IF PILES ARE TO REMAIN IN PLACE FOR EX7ENDED PERIODS OF 77ME. FL I � ^� \ i I o o �i� I Q \ UNDESIRABLE MATERIAL cn 8. DURING CONS7RUC77ON, M/RAFI FABRIC CHECK DAM WN S ALONG SWALES MAY BE REQUIRED BY TO STAFF 248 m I 38 o �O \ 3. THE ENTRANCE SHOULD BE MAINTAINED I CONDITION WHICH HILL I �'' O N \\ PREVENT TRACKING OR FLOWINGOF SEDIMENT ONTO EXISTING PAVEMENT. I W \ T THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR 9. LEGEND - 39 ADDITIONAL LENGTH AS CONDITIONS REQUIRE. SANITARY SEWER LATERALO i� I w ^ �3 � EXISTING CONTOUR i c,� ALONG E'SMT. ^ MAINTAIN A MINIMUM OF 3 FEET FROM HOUSE TO MAIN LINE o j O I BETWEEN THE PROPERTY LINE X 310.0 EXISTING SPOT GRADE (MINIMUM SLOPE= 29) I y ,172 756'00" E �Zk6 AND THE DRIVEWAY PROPOSED CONTOUR p r*m / 2 3f0 SAN. LAT=242.5 I 246.5 I 248 PROPOSED SPOT GRADE ' 248 I I 250.0 DECK 252.0 250 (�I O' �cl GRADE TO DRAIN DECK SURFACE WATER IS TO BE DIRECTED AWAY FROM 774E HOUSE AND GARAGE I PROPOSED HODS 12' - �, S FD FL= 2461 _I Iv ry PROPOSED WATER SERVICE SAN. FL.= 243.0 IV .I, FD PROPOSED 6"0 F0077NG DRAIN LINE ' 30, " PROPOSED yoU CV CHECK VALVE IS REQUIRED ON F0077NG DRAIN LINE AT HOUSE HOUS J G 58'0 PROPOSED I PROPOSED GAS SERVICE TO CONNECT TO EXIST. IN S7REET 255.0 --- - PROPOSED TELEPHONE SERVICE TO CONNECT TO EXIST. IN S7REET ti o I ro o 255.0 s N y 37 T PROPOSED ELEC77?/C SERVICE TO CONNECT TO EXIST. IN S77?EET N I A I 40' 36.3' � E I M/RAF7 FABRIC FENCE - TO BE PLACED PRIOR TO ANY CONS7RUC770N AND h 6.3% 20' WIDE STREET• TREE EASEMENT SHALL REMAIN IN PLACE UN77L DISTURBED AREA /S STABILIZED ALONG E'SMT. I I I ti IN FAVOR OF 711E TOWN OF SOUTH WINDSOR p 12' PROPOSED L=10.00' os I �- - - - - - - - _ _ 254 BIT. CONC. DRIVEWAY 10. PROPOSED HOUSE - D=01'O8'46"_ _ _I_ I ry ti5Z � - _ 10' WIDE C.L.& P. CO. EASEMENT _ _ AND 10' WIDE YANKEE GAS EASEMENTQ11 PROPOSED GARAGE FLOOR _ 255.0 95Z 256.4 256 PROPOSED TOP OF FOUNDA77ON = 256.0 4' WIDE CONCRE',7 WALK - F-ROr O iED ,IN SHED FLOOR = 257.0 256.9 APPF.'OXIMATE BASEMENT FLOOR = 247.3 (WALKOUT) TOP OF FOUNDA77ON TO BE A MIN/MUM OF EIGHT () 8 INCHES ABOVE THE FINAL EXTERIOR GRADE. 1--------------- FRAZER FIR ROAD e p J.P: USE GARAGE FLOOR ELEVA77ON TO SET GRADE OF THE HOUSE. ADJUST 07HER FLOOR ELEVA77ONS _ wA BASED ON THE ARCHITECTURAL PLANS. CB 7B=�59.43 SAN TER MAIN L5$`` gEWER 7F,'MH#22 8 11. PRIOR TO STAR77NG CONS7RUC77ON, 7HE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL 8 q SPN 25j29 S` sE R REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONS7RUC77ON OR FABRICATION SHALL BEGIN UN77L THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND 07HER - DOCUMENTS BY ALL OF 774E PERMIT77NG AU774ORITIES. SAN. MH #21 TOTAL ALONG LOT.• TF= 254.31 R=500.00' INSTALL CONS7RUC77ON ENTRANCE PAD SEEDING SCHEDULE - FL, OUT= 244.11 L=99.66' PRIOR TO ANY CONS7RUC77ON D=1125'11" (A MINIMUM OF 20 FEET LONG) ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH 4" MINIMUM OF TOPSOIL. SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST. PERMANENT VEGETATIVE COVER: SEEDING DATES: APRIL 1 TO JUNE 15 & SEPTEMBER 1 TO OCTOBER 15 OR AT OTHER TIMES, WEATHER PERMITTING LAWN AREAS: USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER: KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45% PERENNIAL RYEGRASS 10% APPLY 1-3 LBS./1000 S.F. TEMPORARY VEGETATIVE COVER: SEEDING DATES: MARCH 1 TO JUNE 15 & AUGUST 1 TO OCTOBER 15 OR AT OTHER TIMES, WEATHER PERMITTING THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS USE THE FOLLOWING SEED OR EQUAL AS APPROVED BY DESIGN 20-300b-1 THROUGH 2O-300b-20 OF THE REGULATIONS OF CONNEC77CUT ENGINEER - STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE ANNUAL RYEGRASS 100% STATE OF CONNEC77CUT" AS ENDORSED BY THE CONNEC77CUT ASSOCIA77ON APPLY 1 LB./1000 S.F. OF LAND SURVEYORS, /AC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY BASED ON A DE'PENDENI' RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND INTENDE9 TO BE USED FOR AN IMPROVEMENT LOCATION SURVEY. GRAPHIC SCALE co 4eNN'eeeie TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS 40 0 40 80 ''4��OF,,,ALN �.�.. 4'�4��0,..•ALF �•.A.s PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. IN FEET ;� MANNARINO BUILDERS INC. �: : L.S. NO. 9344 *: *, =*� :*: IMPROVEMENT LOCATION SURVEY THE LOCATIONS OF UNDERGROUND UTILITIES ARE No:143144 - �.� No.'9344 ��. ClI/lL Ei�ICalIYEER� ����fp�-.�/CENS���'������`'o �%f•t�/CENSE�• ��''�` t ' WINDSOR,CONNECTICUT DZEN TREE FARM APPROXIMATE AND ALL UTILITIES MAY NOT BE - ° .,qN -- - ° 0 ��FSSJONAL Ea ��� 0 S U Rv E��D SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR '''�•�•.....•�'', ""•"'''�� LOT 38 - • WILSON M.ALFORD,JR.,P.E.&L.S. SHALL CALL 1-800-922-4455 AND HAVE THE UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 118 FRAZER FIR ROAD SOUTH WINDSOR, CONNECTICUT SCALE: 1 IN. = 40 FT. DATE: DECEMBER 6, 2010 D:M08060PP-38 P:M06024 FOLDER:MANNARINO FILE:MANNARINO-DZEN 4 Lu I0 soutrl vvmdsor BUILDING DEPARTMENT I() THE BU!LC1:dG DEPT. TG'eVN of SCUTN WIND?OX This certified that this piin and specifications are trud copies bf the propossd building or alterations to R� erected at �- �t e— — street -1 ted in apPtiaation and together vpla n and anendI'" r,,,, ,a comply with all zoning. ldj" :hod lg plan a8 .E Hnd sate laws and such ord,-rs as shad be _.,,f by the 13uildmg DcpaCm.nt during Pendency his application and final issuan_ ce of i`butldind perrr,,t.Nj'V\ 'NA OCf �s at V` _ ,•n Is approv••d su :crt to thr con : on :'d rd:ndnees reg�.dating b,llding shall b� witfi c:-,uunlnn.aly aPP roved Thy se filed Clock building Inspector APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT R ED 1540 SULLIVAN AVENUE u 644-2511 ext. 230 Bldg.Permit# ate Building Inspectolr Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 �� /C/4/� Z E '_ /=//,— /2 o h D Over$1,000= I Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT T')I—/� APPLICANT ADDRESS SOc✓Tf`-{ GJ /A)D, aLA-, CT" 06"��/ APPLICANT'S PHONE# 96 C) OWNER S 2 E FD u 04 Yf- 7`� C-L 4�� >s �.al�y 'C O� N �F�4< OWNER ADDRESS //8 � OWNER PHONE AO C ESTIMATED COST$ ST 0 •mil f IS THIS A CONTRACT COST? V Yes No _ FEE ENCLOSED$ Via. TYPE OF JOB: �s®R•Cod New Installation Alteratio Additio /Repair Zo i c1.0(O�Z Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BiaLDING IS THIS APPLICATION ASSOCIA'�Eq;WITH A 1UILDING PERMIT APPLICATION? L7 YES ❑ NO RESIDENTIAL CURRENT USE AND OCCUPANCY µa.-7F7 ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD IV M SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES UNO NUMBERS OF LIGHT CIRCUITS Z NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS F' NUMBER OF LIGHT FIXTURES_g:-, NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK 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 PERFOR- MANCE OF SUCH WORK /o CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT T`� � Z DATE APPLICATION FOR HVAC PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT Appli on t BUILDING DEPARTMENT D 1540 SULLIVAN AVENUE fj. 644-2511 ext. 230 Bldg.Permit# 1 yoo 0 3-7 CT Date uilding Inspector Application must be printed or typed FEE SCHEDULE / Location of Job: $041,000=$15.00 SJ /� Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS fal APPLICANT'S PHONE# f -- OWNER t✓ G OWN SF-4 OWNER ADDRESS COD OWNER PHONE ESTIMATED COST$ IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$ ,l TYPE OF JOB: C a 5 �4"S0R•CO� New nstallation teration/Addition/Repair Revised 03/05/10 APPLICATION FOR HVAC PERMIT(Continued from reverse side) TYPE OF EM: TYPE li BUILDING: HEATING SIDENTIAL ❑ A/C COMMERCIAL ❑ VENTILATION ❑ INDUSTRIAL HEATING ❑ ST-FiAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. YDRONIC ❑ WARM AIR ❑ UNIT RADIANT HEATER 'EkISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEAT IP ENT NCLUDI G MAKE&MODEL NO.) GROSS HEAT CAPACITY(INPUT-BTUH) NET RATING(OUTPUT-BTUH) TYPE OF FUEL ❑ O OIL TANK LOCATION: ❑ INSIDE ❑ OUTSIDE CAPACITY GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP: OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY 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 PERFORMANCE OF SUCH WORK. c-5 / 1 c CONTRACTORS LINO. S TYPE STATE SIGNATURE OF APPLICANT ,� DATE BUILDING PERMIT .- STATE OF CONNECTICUT WORKERS'COMPENSATION COMMISSION Building Permit Affidavit for Property Owners or Sole Proprietors (Conn.Gen.Stat.§31-286b) Pioperty located at 11i_1_ In the town of le)//I � / Name of building permit applicant: Please check one: 1. , I am the owner of the above property. 2�e sole.proprietor of a business. 2A.Name of business 2B.Federal Employer Identification Number(FEIN) ..................................................................................................................... Pursuant to§31-286b,"a-properly owner or sole proprietor[who]intends to act as'a general contractor or principal employer"may provide either a certificate of workers'compensation. insurance or a"sworn notarized affidavit...stating that he will require proof of workers' compensation insurance for all those employed on the' site in accordance with this chapter." Please check one: 1 I do not' general contractor or principal employer- IS a aPP. cifirt 2.._I irate as a e{al contractor or principal employer.Applicant must either provid6 a ce ` orkers'compensation insurance or sign the affidavit Wow. ........................................................................:.................................... :.....• Affidavit I hereby swear and attest thai I will require proof of workers'compensation insurance for every contractor,subconttactor,or other worker before he/she engages in work on the above property in accordance with thc'Workers'Compensation Act(Chapter 568). I understand that pursuant to§31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. Signature of applicant Subscribed and sworn to before me this day of ,200 . (Notary Public)Commissioner of the Superior Court) 94yd,,,,Ic Ex -*er = Job Nome: 118 frasier fur Address: 118 fra�sier fur Customer Engineer. Indoor De City; SOuth windsor Salesman: bruce g__` sign Temperature: 70-p F State: CT Zip: Outdoor Design Temperature:0.0 F- SysfeM p ign water --- one: HEAT LOSS CALCULATIONS perature: 18� --�1st---Floor Room He athedral roottl Floor 15-00 Totals k t{n Jab Totals[R7=- ! - 23.0019.00 D 3 Glass(sq h� - 323,00 Door d,Glass Factor Exposert Wail Length(tt) actor 0.1000 Cold Partition length(!tj - -------_ Cold PartitlonFactor •-- _ --_______` —' --- - ._.. Ceiling Factor Floor r Fa cto,.. 0.1100 ----- _` _ •A actor -- infiltratlon F - 0.0900 —_ I .^-• -• _ Endoor T—'- 0.0270 - _ emperature(F) '------- - -_ 74'00 eattrtss(87Z!%y--`- H ----- - _ � 36,797 -- BASEBOARD S�LECTi0tV5 36,717 `3s,717 - - 1st,1 r _ - FIneJLlne 15{pn ft.) - T--_ s Ole FinefUrm Selected -- MuftUPakb0-InJ} SeleCled� - 13aselLi14e 70(MA) selected r Isase/une 2000{tinTft.} Selftf -t- ed CopYr�ght{Cj 2Qp0_Zp0'4 SlantlFin C -- - •__ -- - orporatlan 100 Forest Dr vi e _ - — - - Greenvale.MY 11548 (51s a84-2600 __ w lancfln.cam 11 a D17PARTMENrDrCl�lt'T� API'LICAI ION 1=<)R HVAC PI=IZMI'h -- - - Applic TOWN OF SOUTH \\'INDS.012 I e I I Ali y: BUILDING DEPARTMENT 1400 P _D 1540 SULLIVAN AVENUE Bldg. Permit ; 644-2511� ext. 230 Date wilding Inspector Application must be printed or typed FEE SCHEDULE MY FCa z e. r Location of Job: �� -- - - $0-$1,000=$15.00 treet No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APpLICANT ADVANCED Heating & Air Conditioning, Inc. APPLICANT ADDRESS 701 Nutmeg Rd. No. South Windsor, CT 06074 APPLICANT PHONE tt (8 6 0 ) `2 8 2-0 2 0 5--�— O W N S£ OWNER q� OWNER ADDRESS QSa • moo b OWNER PHONE__,Folao�0_ -1_ _ —__-- 1=S"rIMATED COST$ --- — - --. x IS THIS A CONTRACT C OS'17 f��l) �C� I YPI 01 1()11 -:A\C(g5l dw :APPLICATION FOR IlVAC PERMIT (Continued from reverse; side) I 1 PE Oh S1'S I'FN1: TYPE.OF BUILDING: Wi lLATING 4RESIDENTIAL A4,�,c Cl COMMERCIAL J VENTILATION Cl INDUSTRIAL J Sl LA�1 I-OW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT____ LBS i lyl)RONIC ALVARM AIR Cl UNIT RADIANT HEATER L:XISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION !)L:SIGN TEMP. OUTSIDE—°F INSIDE _°F DIFFERENCE Jf I i i I AL I ILAT LOSS (BTUH)lo {o�(HEAT LOSS SHEET MUST ACCOMPANY A11PL.ICATION) 1)1:SC1t1BE ALL HEATING EQUIPMEN '(INCLUDING MAKE &�NI&O�[ �� 11rl�sL---- J a s » II F::�'!'!NG CAPACITY(INPUT—BTUH) NET RATING (OUTPUT—BTUH) -: f c1te). T l'F. OF I"UEL 0 OIL—GPM OIL'CANK LOCATION :❑ INSIDE❑ OUTSIDE ECTRCAPACITY iAS—lNi'UT _ LPG TANK CAPACITY - KW :SIR CONDITIONING D ° ENI , > r• 7Z�F INSIDE � F DIFFERENCE�— D1:SIGN TEMP. OUTSIDE "TOTAL HEAT GAIN (BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION, (•:SCRIBE ALL COOLING EQQ PM NT(�CLUD G MAK & MODEL NO-) TONNAGE COOLING CAPACITY (BTUH) �� v VN T11.ATI0N I)I:SCRIBF ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMEN I I U)TAI_ SILL-'OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) 1 �}Z I IIL:It DESCRIPTION OF WORK - - -1 1!1: L'NDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED .AND IS lb ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN T1!!. I �tANCE OF SUCH WORK. S-1 CT ---- J STATF C'ON'TRACTORS LICENSE NO. TYPE :.:� I UP.I-:OF APPLICANT .A 118 Frazer Fir Rd. Addition HVAC Load Calculations for Skeedhar Tallapureddy 118 Frazer Fir Rd. So. Windsor Nit RHVACRESIDEN7YAL HVAC LOADS Prepared By: Stephen P. Smith Advanced Htg&AC Inc. Friday,August 01, 2014 Rhvac-Residential&Light Commemld HVAC Loads Elite Software Development,Inc.' Advanced Htg&A/C 118 Frazer Fir Rd.Addition South Windsor,CT 06074 Page 17 j System 9 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room rea Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No NameW, .'SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Sunroom 450 30,474 396 7-6 587 17,727 1,250 806 1.35 1,089 806 System 1 total 450 30,474 396 17,727 1,250 806 1,089 806 j System 1 Main Trunk Size: 12x14 in. Velocity: 754 ft./min Loss per 100 ft.: 0.084 in.wg Cooling System Summary '! Cooling Sensible/Latent Sensible Latent Total _ Tons Split Btuh Btuh E I Net Required: 1.58 930/6/7% 17,727 1,250 18,977 Recommended: 1.97 75% /25% 17,727 5,909 23,636 Equipment Data Heating System Cooling System Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Documents and Settings\Steve Smith\Desktop\My Dropbox\Projects\Tallapureddy.rhv Friday, August 01, 2014, 2:29 PM •-. �• ...... si.�,}Max�w..s,W.:�l'ac-v.�..n r n�� •e ..a..�-�r,.r-s.✓et..i.Yn;. �.�f_.a.,z..=...�+n.w'ry.,_...•_.����y 4.. v.4-6ni a...,��., a+s�.:..• �.c rt-.-M r_x r..Cwha:.wa.4y�.a^�.�tr�,u✓I-.�`u 1 -- APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# A BUILDING DEPARTMENT e y: f 4Ga Zf Z PPRO 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Dat (L e ding Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$17000=$15.00 2D Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS 90 ,0 14,9 y//)E-,v 4 yE APPLICANT'S PHONE# 0-6 0 3$,-f oP'7/ / o� N Fq OWNER �jk E1D H ,#g- TA LLL q f U�E 01)y OWNER ADDRESS (sj OWNER PHONE &0 -3a e/— :&/g C O ESTIMATED COST$ 4175 *-1 f U IS THIS A CONTRACT COST? ✓ Yes No FEE ENCLOSED$ TYPE OF JOB: Q �� �S®R•CO New Installation Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIAT�EDD WITH A BUILDING PERMIT APPLICATION? id YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY geJJ ZH n-)C t ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME ,��eK�}�,� (�olL yd PHONE ❑ FACTORY 0 STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD E M 7- SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A IC CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK v /O y r 4 e�rt 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 PERFOR- MANCE OF SUCH WORK is 17 CONTRACTORS LICENSE NO. n TYPE STATE SIGNATURE OFAPPLICAN DATE 4uu unapei Hoao,unit 3-t qk SOUTH WINDSOR,CT.06074 MANNARINO PH-860-289-7055 t FAX-860-2897 t 21 BUILDERS, www.mannarinobuilders.com • To: From: �/\n FAX. Pages: 1+ Phone: �' (�(�'� S( / Date: Re: lrfJ- 38 11"2 C 4-, -,'°"x's»,YSN4wWlWt:.�wi.fr,.vrh�.f+wb.'.:��.1yrp..r..xan.x��.�7.�s`��n es ......�..,.._ _.- �.>..s,. �n �..e., a.- ...n.... .x a - � ♦i r I • • REScheck Software Version 4.4.0 • Compliance Certificate Project Title: Plan # 7952 Energy Code: 2006 IECC Location: South Windsor, Connecticut Construction Type: Single Family Conditioned Floor Area: 3860 ft2 Glazing Area Percentage: 8% Heating Degree Days: 6155 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: Lot#38(118)Fraziher Fir Road South Windsor,CT • . on . . Compliance:7.2%Better Than Code Maximum UA:414 Your UA:384 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. Gross • Assemblyor or D•• Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 2082 38.0 0.0 62 • Wall 1:Wood Frame, 16"D.C. 3678 19.0 0.0 197 Window 1:Vinyl Frame:Double Pane with Low-E 239 0.350 84 SHGC:0.28 Door 1:Solid 96 0.090 9 Door 2:Glass 58 0.320 19 SHGC:0.28 Floor 1:All-Wood JOISt/Truss:Over Unconditioned Space 511 38.0 0.0 13 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 2006 IECC requirements in REScheck Version 4.4.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date • Project Title: Plan #7952 Report date: 01/12/11 Data filename: Untitled.rck Page 1 of 3 2006 IECC Energy Nj/ Efficiency Certificate Insulation Rating R-Value Ceiling/Roof 38.00 Wall 19.00 Floor/Foundation 38.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.35 0.28 Door 0.09 0.28 Heating Cooling Equipment Water Heater: Name: Date: Comments: • • REScheck Software Version 4.4.0 • Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Solid,U-factor:0.090 Comments: ❑ Door 2:Glass,U-factor:0.320 • Comments: Floors: ❑ Floor 1:All-Wood JoistlTruss:Over Unconditioned Space,R-38.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. • ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Project Title: Plan#7952 Report date:01/12/11 Data filename: Untitled.rck Page 2 of 3 Ducts in unconditioned spaces or outside the building are insulated to at least R-8. O Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title: Plan#7952 Report date:01/12/11 Data filename: Untitled.rck Page 3 of 3 e Forte MEMBER REPORT Level,Foyer roof beam PASSED software 2 piece(s) 1 3/4"x 9 1/2" 1.9E MicrollamOM Overall Length:9'r 0 0 - �}fib _As,Ze.. -A:n'R'�'',i�:gt'yb:^<�trt��:.L t.Y 1:✓a.'�`.ti ny'.;p:'"' �-, '^.✓F _ `,��k z .i�.'i`:KO.i�r`�f��*Fs.-�u:.�lrT is< ,+Sw,r.•"`::"'f,e •" .+1 ';s�<:'''j��.:•'3:�+%.tA{.: Nt•h'.,'�'b�m. i:.y r" o a All Dimensions are Horizontal;Drawing is Conceptual Design Results G ".Actual LQcation�ar. ;Afbwed;;� :��.� KResttlt,i;��;,°��" MLUF` System Floor Member Reaction(Ibs) 753 @ 2" 3347 Passed(22%) -- Member Type Flush Beam Shear(Ibs) 595 @ 1'1" 10108 Passed(6%) 1.60 Building Use Residential 'foment(Ft-Ibs) 1717 @ 4'9 1/2' 18840 Passed(9%) 1.60 Building Code IBC Live Load Defl.(in) 0.048 @ 4'9 1/2" 0.231 Passed(U999+) -- Design Methodology ASD Total Load Defl.(in) 0.062 @ 4'9 1/2" 0.463 Passed(U999+) -- Deflection criteria:LL(U480)and TL(L1240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. Bracing(Lu):All compression edges(top and bottom)must be braced at 9'4 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. r " 'Tvfa1 Vailla(gle"s. :Repiiiiced :s Support.Reacfions.{Ibs),'; Accessories' Supports - ,_ y, 'arirti.ry� Beargn ;rearing:Y , Dea y 1 Flbor''712oof 1'$now;" t Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 175/192/168/168 1 1/4"Rim Board Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 1751192/168/168 1 1/4"Rim Board Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary: -.t-"` AflaorMQM �x�T Mr..}7`A''. w:. w *>•. »1, Comments Loads Location -WW .�; beaoE' Zhre•"; -:*�+Liv Snow,,< 'Win"ct ="Seismic, sue:{0:9p):r :i(1A0) lnonsnow:7.3S) ,'(1`s15jx (1.60) (1.60)' 1 -Uniform(PSF) 0 to 9'7" 1' 12.0 20.0 0.0 0.0 0.0 0.0 Residential-Living Areas 2 Uniform(PSF) 0 to 9'7" 1' 15.6 20.0 35.0 35.0 90.0 0.0 (LEVEL®Motes. r r ;.w'; 4 w~s a�x; r _.:rr-_. •. y ,.;;:1.-r ;` n .e,.' w,.,�, �=" ",sza- ''�. ��i'=».•tiF•;S�?c,..x'+'1':=' •�+.. :'r.-A,..�".,',[,r' IZ�SU57AINABLEFORESTFYINITATIVE (Level®warrants that the sizing of its products will be in accordance with iLevel@ product design criteria and published design values. 111 iLevel@ expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iievel.com)Accessories(Rim Board.Blocking Panels and Squash Blocks)are not designed by this 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 iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte"Software Operator Job Notes 2/10:2011 8,40.33 AM '.nhert Young iLevel®ForteT"v1.3,Design Engine,V4.13 0.2 Ynii vq Designs LLC :u�;:WA-0509 c ns;zao:ccm .'=� Page 1 of Forte MEMBER REPORT Level,Bedroom#2 Beam PASSED software 2 piece(s) 1 3/4"x 9112" 1.9E Microllam@LVL Overall Length:14'3" 0 0 ... ..hr'����':M�.�'R{`�.•�:n«,,.�3..gi.:G-"`xYM�'';i�xtia'.Ni"i>ii�'�.t,�.fy--a. .j — �' ,�,..j,:l w =�N`s•.'�-'+s,'.H:A'.i.',.`.�a'aia'„�::4•an`w:i<.�;%'s3E:�:vfiZ>�.".µ YT�z+�:.:;;s-"�"*:' 13'Ir ID Ail Dimensions are Horizontal;Drawing is Conceptual Design Results.. -Aoteal @ L»oc�tuinrE«w,-4- «;• Ilowe sialt ;: awCDl'; System Floor ,Member Reaction(Ibs) 1022 @ 2" 3347 Passed(31%) -- Member Type Flush Beam Shear(Ibs) 879 @ 1'1" 10108 Passed(9%) 1.60 Building Use Residential (Moment(Ft-Ibs) 3524 @ 7'1 1/2" 18840 Passed(19%) 1.60 Building Code IBC Live Load Defl.(in) 0.203 @ 7'1 1/2" 0.348 Passed(U824) -- Design Methodology ASD Total Load Defl.(in) 0.271 @ 7'1 1/2" 0.696 Passed(U615) -- Defection criteria:LL(L1480)and TL(L/240). Cesign results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. Bracing(Lu):All compression edges(top and bottom)must be braced at 14'112"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. "* ' ",'° .;r Tlotat:", Av�tlable'¢_ ;_Required ti Support Reactions(Ibs) Accessories Supports.. x xgea g' " earin Bearin ''D®ad/Floor'/Roof I Snow+ 1 -Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 2611143/249/249 1 114"Rim Board Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 261 1143/249/249 1 1/4"Rim Board Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary; , "n,5���s4R: *FIOOf «f aw t'r =o.�� r.Ne;>: ��.• ... Locatioti: .' iA'a rsa - Loads :Width e, d ";Live i s Livery Snovi%�'„. `�Wir♦d:°; ySeismic. Comments * ,(f).9U)Y"- i1:OQ}' {fiorrsnow.►;2dT 1 Uniform(PSF) 0 to 14'3" 1' 12.0 20.0 0.0 0.0 0.0 0.0 Residential-Living Areas 2-Uniform(PSF) 0 to 14'3" 1' 15.6 0.0 35.0 35.0 90.0 0.0 SUSTAINABLE FORESTRY INITIATIVE iLEVEL@ Notes :,:: x's F.r"t " = 7 L° z_ . ,<•x,...a,.;N., -,e o=xs_. ','� ? u.s-,...,.:;k;€� Aa. �'J'',�...".;� h.%•*Et,' ;..»r`.::i:,;r•„. ,Level®warrants that the sizing of its products will be in accordance with iLevele product design criteria and published design values. :Level®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.iLevele products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte'"'Software Operator Job Notes 21;10;2011 8.47.29 AM R,)oe,i Young iLevelg ForteT" v1.3,Design Engine.V4.13 0.2 ti rnw,q Desi,.J'IS LLC ,U'U:909 509 ^ps s a`ao com _ i °age 1 of 1 A � w.� ... .... _ .,, .._ . ._v ._�. _, ,_ ..��..,___,;..�.., Forte MEMBER REPORT Level, Foyer roof beam PASSED software 2 piece(s) 1 3/4" x 9 1/2" 1.9E Microllam@LVL Overall Length 9'7" 0 -- --— — 0 a All Dimensions are Horizontal;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System:Floor Member Reaction(Ibs) 753 @ 2" 3347 Passed(22%) Member Type:Flush Beam Shear(Ibs) 595 @ 1'1" 10108 Passed(6%) 1.60 Building Use:Residential Moment(Ft-Ibs) 1717 @ 4'9 1/2" 18840 Passed(9%) 1.60 Building Code:IBC Live Load Defl.(in) 0.048 @ 4'9 1l2" 0.231 Passed(U999+) Design Methodology:ASD Total Load Defl.(in) 0.062 @ 4'9 1/2" 0.463 Passed(U999+) I - • Deflection criteria LL(U480)and TL(L/240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 9'4 112"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Total Available Required Support Reactions(Ibs) Accessories Supports Bearing Bearing Bearing Dead 1 Floor I Roof I Snow 1 -Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 175/192/168/168 1 1/4"Rim Board Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 175/192/1681 168 1 1/4"Rim Board Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Floor Roof Loads Location Width Dead Live Live Snow Wind Seismic Comments (0,90) (1.00) (non-snow:1.25) (1.15) (1.60) (1.60) 1 -Uniform(PSF) 0 to 9'7" 2.0 20.0 0.0 0.0 L'0 0.0 Residential-Living Areas 2-Uniform(PSF) 0 to 9'7" '5.6 1 20.0 35.0 1 35.0 90.0 0.0 iLEVEL@ Notes tZ})SUSTAINABLE FORESTRY INITIATIVE iLevel®warrants that the sizing of its products will be in accordance with iLevel@ product design criteria and published design values. Y iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel©literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.Level®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte'"Software Operator Job Notes 2/10/2011 8:40:33 AM Robert Young iLevel@ ForteT" v1.3,Design Engine.V4.13.0.2 Young Designs LLC 13(50)908-3509 yngdsns@aol.com Page 1 of 1 Forte' MEMBER REPORT Level,Bedroom#2 Beam PASSED software 2 piece(s) 1 3/4"x 9 1/2" 1.9E Microllam@LVL Overall!Length:14'3" 0 0 13 a" T a All Dimensions are Horizontal;Drawing is Conceptual Design Results .r Actual @ Location"' = ` 'Allowed Result:"'""`"" ''I LDF"' System Floor Member Reaction(Ibs) 1022 @ 2" 3347 Passed(31%) -- Member Type Flush Beam Shear(Ibs) 879 @ 1'1" 10108 Passed(9%) 1.60 Building Use Residential Moment(Ft-Ibs) 3524 @ 7'1 1/2" 18840 Passed(19%) 1.60 Building Code IBC Live Load Defl.(in) 0.203 @ 7'1 1/2" 0.348 Passed(1-1824) -- Design Methodology ASD Total Load Defl.(in) 0.271 @ 7'1 1/2" 0.696 Passed(tJ615) -- • Deflection criteria:LL(L/480)and TL(L/240). . Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 14'1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. [SUPP6rts Available; Required Support Reactions(Ibs) Accessories Bearing.'. Bearing;,, ; Bearing.: Dead!Floor•!Roof 1 Snow 1 -Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 261 1143/249/249 1 1/4"Rim Board -Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 261/143/249/249 1 1/4"Rim Board • Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary x;,:; :i: r. loon:. a; Roof,- Loads Location' Width ,`.I)®aid.' ' Live,�,a, """'Live 3.5now /Wind Seismic Comments <.(6.90) (1.00)- (nonsnow:1,25) 1 -Uniform(PSF) 0 to 14'3" 1' 12.0 20.0 0.0 0.0 0.0 0.0 Residential-Living Areas 2-Uniform(PSF) 0 to 14'3" 1' 15.6 0.0 35.0 35.0 90.0 0.0 SUSTAINABLE FORESTRY INITIATIVE !LEVEL®Notes : : w: ;.�:; >r @` :. -.r...._,.k `^l� -�q,-w.,..d; 1 iLevel®warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values. 1 iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.iLevel®products manufactured at Weyerhaeuser facilities are third-parry certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte^"Software Operator Job Notes 2110/2011 8:47:29 AM Robert Young iLevelO Forte TV v1.3,Design Engine:V4.13.0.2 Young Designs LLC (8Ml 908-3509 yngdsns@aol.com Page 1 Of 1 a� cv Forte MEMBER REPORT Level, BASEMENT BEAM 1 PASSED software 1 piece(s) 1 3/4" x 9 1/4" 1.9E Microllam@ LVL OveraN Length:8'7" 0 0 j 0 All Dimensions are Horizontal:Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System :Floor Member Reaction(Ibs) 1581 @ 2" 2603 Passed(61%) -- Member Type:Drop Beam Shear(Ibs) 1190 @ 1'3/4" 3076 Passed(39%) 1.00 Building Use: Residential Moment(Ft-Ibs) 3135 @ 4'_3 1/2" 5602 Passed(56%) 1.00 Building Code:IBC Live Load Defl.(in) 0.151 @ 4'3 1/2" 0.275 Passed(L/656) Design Methodology:ASD Total Load Defl.(in) 0.199 @ 4'3 1/2" 0.412 Passed(L/498) • Deflection criteria:LL(L/360)and TL(L/240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 8'7"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability Total Available Required Support Reactions(Ibs) Accessories Supports Bearing Bearing Bearing Dead/Floor/Roof/Snow 1 -Stud wall-Spruce Pine Fir 3.50" 3.50" 2.13" 380/1202 10/0 Blocking Stud wall-Spruce Pine Fir 3.50" 3.50" 2.13" 380/1202/0/0 Blocking Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location Tributary Dead Floor Live Roof Live Snow Comments Width (0.90 1.00) (non-snow:1.25) (1.15) 1 -Uniform(PSF) '0 8'7" 7' 120 40 0 0.0 0 0 Residential-Living Areas iLEVEL@ Notes SUSiAwaBLt ruu�srI"r iNIHAiivr iLevel®warrants that the sizing of its products will be in accordance with iLev(;l,&product design criteria and published design values. iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator .term Software Operator Job Notes 12/1/2010 8:23:36 AM Robert Young iLevel(R Forte'"" 0.2,Design Engine:V4.12.0 3 1'oungDesigns LLG (860)908-3509 yngdsnsiQaoi.com Page 1 of 1 !� Forte MEMBER REPORT Level,BASEMENT BEAM 2 PASSED software 3 piece(s) 1 3/4" x 9 1/4" 1.9E Microllam@ LVL Overall Length:12 9" a a 0 � All Dimensions are Horizontal; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System :Floor Member Reaction(Ibs) 4064 @ 2" 7809 Passed(52%) Member Type:Drop Beam Shear(Ibs) 3386 @ 1'3/4" 9227 Passed(37%) 1.00 Building Use:Residential Moment(Ft-Ibs) 12284 @ 6'4 1/2" 16806 Passed(73%) 1.00 Building Code:IBC Live Load Defl.(in) 0.413 @ 6'4 1/2" 0.414 Passed(L/361) Design Methodology:ASD Total Load Defl. (in) 0.549 @ 6'4 1/2" 0.621 Passed(L/271) • Deflection criteria:LL(L/360)and TL(L/240). Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 12'9"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability Total Available Required Support Reactions(Ibs) Accessories Supports Bearing Bearing Bearing Dead/Floor!Roof/Snow 1 -Stud wall-Spruce Pine Fir 3.50" 3.50" 1.82" 1004/3060 10/0 Blocking Stud wall-Spruce Pine Fir 3.50" 3.50" 1.82" 1004/3060/0/0 Blocking Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. Loads Location Tributary Dead Floor Live Roof Live Snow Comments Width 0.90 1.00 non-snow:1.25 1.15) 1 -Uniform(PSF) 0 to 12'9" 12' 2 40.0 0.0 0 0 Residential-Living Areas iLEVEL@ Notes SUsrArNAdll roaEsrRy INVWPA. iLevel®warrants that the sizing of its products will be in accordance with iLevele product design criteria and published design vaiuea iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.i Level.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator teTM Software Operator Job Notes 12/1/2010 8.24:41 AM Robert Young iLevel(F Forte'"" v1.2, Design Engine.V4.12.0.3 YounyDosngns LLG (860)908-3509 yngdsnsCcvaol.com Page 1 of 1 !� Forte MEMBER REPORT Level, BASEMENT BEAM PASSED software 1 piece(s) 1 3/4" x 9 1/4" 1.9E Microllam@ LVL Overall Length 19 3" * + 0 0 All Dimensions are Horizontal:Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System :Floor Member Reaction(Ibs) 1800 @ 2" 2603 Passed(69%) Member Type:Drop Beam Shear(Ibs) 1426 @ 1'3/4" 3076 Passed(46%) 1.00 Building Use:Residential Moment(Ft-Ibs) 4316 @ 5'1 1/2" 5602 Passed(77%) 1.00 Building Code:IBC Live Load Defl.(in) 0.289 @ 5'1 1/2" 0.331 Passed(L/412) Design Methodology:ASD Total Load Defl.(in) 0.381 @ 5'1 1/2" 0.496 Passed(L/313) • Deflection criteria:LL(1-1360)and TL(U240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at T 7 5/8"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability Total Available Required Support Reactions(Ibs) Accessories Supports Bearing Bearing Bearing Dead/Floor/Roof(Snow 1 -Stud wall-Spruce Pine Fir 3.50" 3.50" 2.42" 433/1367/0/0 Blocking Stud wall-Spruce Pine Fir 3.50" 3.50" 2.42" 433/1367/0/0 Blocking 3locking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location Tributary Dead Floor Live Roof Live Snow Comments Width (0.90) 1.00 non-snow:1.25 1.15) 1 -Uniform(PSF) 0 to 10'3" 6'8" 12.0 40 0 0.0 0-0 Residential-Living Areas iLEVEL®Notes SUS IAINABLI,wets TRY iNn iAi n t iLevel®warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values l iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board.Blocking Panels and Squash Blocks)are not designed by this 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.iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator to-Software Operator Job Notes 12/1/2010 8:25:51 AM Robert Young il-evelt Forte'"" v1.2,Design Engine:V4.12.0.3 1'oungDesigns LL ' (8601908-3509 yngdsns@aol.cnm Page 1 of 1 1 r1'rj1 Forte MEMBER REPORT Level,BASEMENT BEAM PASSED Idyl software 1 piece(s) 1 3/4" x 91/4" 1.9E Microllam@ LVL Overall Length 10'3" 0 — 0 Rl 1[] All Dimensions are Horizontal;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System :Floor Member Reaction(Ibs) 1800 @ 2" 2603 Passed(69%) Member Type: Drop Beam Shear(Ibs) 1426 @ 1'3/4" 3076 Passed(46%) 1,00 Building Use:Residential Moment(Ft-Ibs) 4316 @ 5'1 1/2" 5602 Passed(77%) 1.00 Building Code:IBC Live Load Dell.(in) 0.289 @ 5'1 1/2" 0.331 Passed(L/412) Design Methodology:ASD Total Load Dell.(in) 0.381 @ 5' 1 1/2" 0.496 Passed(L/313) • Deflection criteria:LL(U360)and TL(U240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 7'7 5/8"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability Total Available Required Support Reactions(Ibs) Accessories Supports Bearing Bearing Bearing Dead/Floor/Roof!Snow 1 -Stud wall-Spruce Pine Fir 3.50" 3.50" 2.42" 433/1367/0/0 Blocking Stud wall-Spruce Pine Fir 3.50" 3.50" 2.42" 433/1367/0/0 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location Tributary Dead Floor Live Roof Live Snow Comments Width 0.90 1.00 non-snow:1-2S (1.15 1 -Uniform(PSF) 0 to 10'3" 6'fit' 12.J 40.0 0.0 0.0 Residential-Living Areas iLEVEL@ Notes s>U IAiNAatr 1ORBIRY[Nil WIVE iLevel@®warrants that the sizing of its products will be in accordance with iLevel@ product design criteria and published design values. iLevelCD expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (wvvw.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator ,rtel Software Operator Job Notes 12,11'2010 8:26:20 AM Robert Young iLevel@ Forte'" v1_2, Design Engine:V4.12.0.3 YoungDesigns LLC (860)908-3509 yngdsns@aol.com Pagc 1 of 1 l� Forte MEMBER REPORT Level, BASEMENT BEAM software 3 piece(s) 1 3/4"x 9 1/4" 1.9E Microllam@ LVL Overall Length 11'9" . 0 _ 0 j i Q L`� All Dimensions are Horizontal:Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System:Floor Member Reaction(Ibs) 3745 @ 2" 7809 Passed(48%) - Member Type:Drop Beam Shear(Ibs) 3068 @ 1'3/4" 9227 Passed(33%) 1.00 Building Use: Residential Moment(Ft-Ibs) 10385 @ 5'10 1/2" 16806 Passed(62%) 1.00 Building Code:IBC Live Load Defl.(in) 0.298 @ 5'10 1/2" 0.381 Passed(L1459) Design Methodology:ASD Total Load Dell.(in) 0.396 @ 5' 10 1/2" 0.571 Passed(L/346) • Deflection criteria:LL(V360)and TL(L/240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 11'9"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability Total Available Required Support Reactions(Ibs) Accessories Supports Bearing Bearing Bearing Dead/Floor/Roof/Snow 1 -Stud wall-Spruce Pine Fir 3.50" 3.50" 1.68" 925/2820/0/0 Blocking Stud wall-Spruce Pine Fir 3.50" 3.50" 1.68" 925/2820/0/0 Blocking Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location Tributary Dead Floor Live Roof Live Snow Comments Width (0.90) (1.00 non-snow:1.25 1.15 1 -Uniform(PSF) 0 to 11,9" 12' 120 40.0 0 0 0.0 Residential-Living Areas iLEVEL@ Notes SUSIAINABLE WRLSIKY INIIIAIIA iLevel®warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values l iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board.Blocking Panels and Squash Blocks)are not designed by this 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.iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator .rte-Software Operator Job Notes 12/1/2010 8.27.12 AM Robert Young iLevel@ Fortelm v1.2,Design Engine:V4.12.0.3 YoungDeslgns LLC t860)908-3509 yngdsns{a aol.com Page 1 of 1 Forte MEMBER REPORT Level,DECK BEAM PASSED software 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 I No. 2 Overall Length 10'7" 0 0 a o All Dimensions are Horizontal,Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System :Floor Member Reaction(Ibs) 1961 @ 2" 6694 Passed(29%) Member Type: Drop Beam Shear(Ibs) 1567 @ 1'3/4" 3746 Passed(42%) 1.00 Building Use: Residential Moment(Ft-Ibs) 4866 @ 5'3 1/2" 5147 Passed(95%) 1.00 Building Code:IBC Live Load Defl.(in) 0.179 @ 5'3 1/2" 0.342 Passed(L/686) Design Methodology:ASD Total Load Defl.(in) 0.221 @ 5'3 1/2" 1 0.512 IPassed(L/555) - • Deflection criteria:ILL(L/360)and TL(U240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 7'10 13116"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. • Dimension lumber analysis is in accordance with 2005 NDS methodology. Total Available Required Support Reactions(Ibs) Accessories Supports Bearing Bearing Bearing Dead/Floor/Roof I Snow Stud wall-Spruce Pine Fir 3.50" 3.50" 1.50" 373/1588/0/0 BIOCKIng Stud wall-Spruce Pine Fir 3.50" 3.50" 1.50" 373/1588/0/0 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loafs Location Tributary Dead Floor Live Roof Live Snow Comments Width (0.90) 1.00) (non-snow:1.25) (1.15 1 -Uniform(PSF) 0 to 10'7" 60-0 0.0 0.0 Residential-Exterior Balconies iLEVELO Notes SUSTAINAKC FORESTRY INRIATIVE iLevel®warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application.input design loads.dimensions and support information have been provided by Forte Software Operator rtel Software Operator Job Notes 12/1/2010 846:14 AM I Robert Young iLevel(&Forte"' v1.2,Design Engine:V4.12.0.3 YoungDesigns LLG (860)908.3509 yngdsn%@,aol.com Page 1 of 1 Forte MEMBER REPORT Level,BASEMENT BEAM PASSED software 3 piece(s) 1 3/4" x 14" 1.9E MicroIIam@)LVL Overall Length:18'1" 0 0 .a' r All Dimensions are Horizontal:Drawing is Conceptual Actual @ Location Allowed Result LDF System :Floor Design Results Member Reaction(Ibs) 6067 @ 2" 7809 Passed(78%) Member Type:Drop Beam Shear(Ibs) 5115 @ 1'5 1/2" 13965 Passed(37%) 1.00 Building Use:Residential Moment(Ft-Ibs) 27185 @ 9'3 1/2" 36387 Passed(75%) 1.00 Building Code:IBC Live Load Defl.(in) 0.566 @ 9'3 1/2" 0.608 Passed(L/387) Design Methodology:ASD Total Load Defl.(in) 0.759 @ 9'3 1/2" 0.913 Passed(L/288) • Deflection criteria:LL(U360)and TL(U240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu).All compression edges(top and bottom)must be braced at 11'8 1116"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Total Available Required Support Reactions(Ibs) Accessories Supports Bearing Bearing Bearing Dead I Floor I Roof I Snow 1 -Stud wall-Spruce Pine Fir 3.50" 3.50" 2.72" 1545 1 4522/0/0 Blocking ;tud wall-Spruce Pine Fir 3.50" 3.50" 2.72" 1545/4522/0!0 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location Tributary Dead Floor Live Roof Live Snow Comments Width 0.90) 1.00) non-snow:1.25 (1.15) 1 -Uniform(PSF) 0 to 18'7" 12 2" 120 400 0 0 0 C Residential-Living Areas iLEVEL®Notes SUSIAINAEILE H)HESIRY INIIWIVI, iLevel@ warrants that the sizing of its products will be in accordance with iLevel@ product design criteria and published design values. Level@ expressly disclaims any other warranties related to the software.Refer to current iLevel@ literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.iLevel@ products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator rteT Software Operator Job Notes 11130i2010 10:45:51 PM Robert Young iLevel@ Forte'" v1.2,Design Engine.V4.12.0 3 YoungDesigns LLC (860)908-3509 yngdsns@,aol.com Page 1 Oi 1 Forte MEMBER REPORT Level, DINING ROOM OPENING PASSED software 2 piece(s)2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length 8' I" 0 0 T 4" f 1❑ All Dimensions are Horizontal;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System:Wall Member Reaction (Ibs) 1352 @ 0 1913 Passed(71%) Member Type:Header on Trimmer Shear(Ibs) 1070 @ 10 3/4" 2498 Passed(43%) 1.00 Building Use:Residential Moment(Ft-Ibs) 2901 @ 4'3 1/2" 3431 Passed(85%) 1.00 Building Code:IBC Live Load DeFl.(in) 0.097 @ 4'3 1/2" 0.286 Passed(L/999+) Design Methodology:ASD Total Load Dell.(in) 0.139 @ 4'3 1/2" 0.429 Passed(L/742) • Deflection criteria:LL(U360)and TL(U240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 8'7"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability • Dimension lumber analysis is in accordance with 2005 NDS methodology. Supports Total Available Required Support Reactions(Ibs) Accessories Pp Bearing Bearing Bearing Dead I Floor/Roof/Snow Trimmer-Spruce Pine Fir 1.50" 1.50" ' 50" 408/944/0/0 None Primmer-Spruce Pine Fir 1.50" 1.50" 1 50" 408/944/0/0 None Tributary Floor Roof Loads Location Width Dead Live Live Snow Wind Seismic Comments (0.90) (1.00) (non•snow:1.25) (1.15) (1.60) (1.60) 1 -Uniform(PSF) 0 to 8'7" 7'4" 1 12.0 30.0 0.0 0 0 0 U 0.0 Residential-Sleeping Areas iLEVEL@ Notes . -- - SUSTAINABLE FORESTRY INITIATIVE iLevelCR)warrants that the sizing of its products will be in accordance with il-evelO product design criteria and published design values. YY il-evel@ expressly disclaims any other warranties related to the software Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.it-evem products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator rte-Software Operator Job Notes 12/1/2010 5.09:36 PM Robert Young iLevel@ ForteT" v1.3. Design Engine:V4.13.0.2 Young Designs LLC (860)908-3509 yngdsns@aol.com Page 1 of 1 • Forte MEMBER REPORT Level,FAMILY ROOM BEAM PASSED software 2 piece(s) 1 3/4"x 91/4" 1.9E Microllam®LVL Overall Length 18'7" t 0 0 _ I - I 18n� l�J All Dimensions are Horizontal;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System :Floor Member Reaction(Ibs) 854 @ 2" 3347 Passed(26%) Member Type:Flush Beam Shear(Ibs) 765 @ 1'3/4" 6151 Passed(12%) 1.00 Building Use:Residential Moment(Ft-Ibs) 3869 @ 9'3 112" 11204 Passed(35%) 1.00 Building Code:IBC Live Load Defl.(in) 0.351 @ 9'3 1/2" 0.456 Passed(L/624) Design Methodology:ASD Total Load Dell.(in) 0.543 @ 9'3 1/2" 0,913 Passed(L/403) • Deflection criteria:LL(U480)and TL(U240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 18'4 1/2"o/c unless detailed otherwise Proper attachment and positioning of lateral bracing is required to achieve member stability Supports Total Available Required Support Reactions(Ibs) Accessories pp Bearing Bearing Bearing Dead/Floor/Roof/Snow 1 -Stud wall-Spruce Pine Fir 3.50" 225" ".50' 305/558/0/0 1 1/4"Rim Board Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 305/558/0/0 1 1/4"Rim Board • Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Floor Roof Loads Location Width Dead Live Live Snow Wind Seismic Comments (0.90) (1.00) (non-snow:1.25) (1.15) (1.60) (1.60) 1 -Uniform(PSF) 0 to 18'7" _ 12.0 30.0 0.0 0.0 0 0.0 Residential-Sleeping Areas iLEVEL®Notes SUSTAINABLE FORESTRY INITIATIVE iLevelV warrants that the sizing of its products will be in accordance with iLevelb product design criteria and published design values. iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads.dimensions and support information have been provided by Forte Software Operator .rter"Software Operator Job Notes 12/112010 5:04:38 PM Robert Young iLevel®ForteT14 v1.3.Design Engine:V4.13.0.2 Young Designs LLC (860)908-3509 9 yngdsns(n�aoLcom Pa e 1 of 1 t• Forte MEMBER REPORT Level, FIRST FLOOR HALL BEAM PASSED !� software 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length 6'9" 0 0 G 2" I, o —� All Dimensions are Horizontal;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System:Floor Member Reaction(Ibs) 1464 @ 2" 2869 Passed(51%) Member Type:Flush Beam Shear(Ibs) 1169 @ 1'3/4" 2498 Passed(47%) 1.00 Building Use: Residential Moment(Ft-Ibs) 2420 @ 2'7 7/16" 3431 Passed(71%) 1.00 Building Code:IBC Live Load Defl.(in) 0.043 @ 3'3 9/16" 0.160 Passed(U999+) - Design Methodology:ASD Total Load Defl.(in) 0.063 @ 3'3 9/16" 0.321 Passed(U999+) • Deflection criteria:LL(L1480)and TL(U240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability • Bracing(Lu):All compression edges(top and bottom)must be braced at 6'6 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. • Dimension lumber analysis is in accordance with 2005 NDS methodology. Supports Total Available Required Support Reactions(Ibs) Accessories Bearing Bearing Bearing Dead/Floor/Roof/Snow Stud wall-Spruce Pine Fir 3.50" 2.25" 1,50" 460/1036/0/0 1 1/4"Rim Board Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 388/884 10/0 1 1/4"Rim Board • Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Floor Roof Loads Location Width Dead Live Live Snow Wind Seismic Comments (0.90) (1.00) (non-snow:1.25) (1.15) (1.60) (1.60) 1 -Uniform(PSF) 0 to 6'9" 7'2" 12.0 30.0 0.0 0.0 0.0 0.0 Residential-Sleeping Areas 2-Point(lb) 2'4" N/A 221 468 0 0 0 0 iLEVEL®Notes susiAinaSLL KWL,rRr iNIIWIVt iLevel®warrants that the sizing of its products will be in accordance with iLevel product design criteria and published design values. iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator irteT"Software Operator Job Notes 12/1/2010 5 15:26 PM Robert Young Level®ForteTm v1.3. Design Engine:V4.13.0.2 Young Designs LLC (860)908-3509 yn9dsns(a)aol.com Pager 1 of 1 � Forte MEMBER REPORT Level, GARAGE BEAM PASSED � softwAre 4 piece(s) 1 3/4" x 24" 1.9E Microllam@ LVL Overall Length 20'7" + + 0 0 f 20' �. a All Dimensions are Horizontal;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System:Floor Member Reaction(Ibs) 8073 @ 2" 10413 Passed(78%) Member Type:Drop Beam Shear(Ibs) 6275 @ 2'3 1/2" 31920 Passed(20%) 1.00 Building Use:Residential Moment(Ft-Ibs) 40207 @ 10'3 1/2" 132502 Passed(30%) 1.00 Building Code:IBC Live Load Defl.(in) 0.175 @ 10'3 1/2" 0.675 Passed(L/999+) Design Methodology:ASD Total Load Defl.(in) 0.223 @ 10'3 1/2" 1.013 Passed(L/999+) • Deflection criteria LL(L/360)and TL(L/240) • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu)-All compression edges(top and bottom)must be braced at 20'7"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability Total Available Required Support Reactions(lbs) Supports Bearing Bearing Bearing Dead/Floor/Roof 1 Snow Accessories 1 -Stud wall-Spruce Pine Fir 3.50" 3.50" 2.71" 1743/6329/0 Blocking Stud wall-Spruce Pine Fir 3.50" 3.50" 2.71" 1743/6329/0/0 Blocking flocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Floor Roof Loads Location Width Dead Live Live Snow Wind Seismic Comments (0.90) (1.00) (non-snow:1.25) (1.15) (1.60) (1.60) 1 -Uniform(PSF) 0 to 20'7" 10'3" 12.0 60 0 00 0 0 0 0 0 Residential-Living Areas it-EVEL®Notes 4 SUSTAINABLE FORESTRY INITWIVL iLevel®warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values. iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.iLevelO products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application.input design loads,dimensions and support information have been provided by Forte Software Operator te'"Software Operator Job Notes 12i1/2010 5:53:09 PM . oberl Young iLevelQ0 Forte'T"v1.3. Design Engine:V4.13 0.2 Yuung Designs LLC (860)908-3509 yn9dsns yaoI.com Page 1 of 1 I� Forte MEMBER REPORT Level, GARAGE DOOR BEAM PASSED software 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length 9'3" 0 0 f- � �I 9 All Dimensions are Horizontal;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System:Wall Member Reaction(Ibs) 273 @ 0 1913 Passed(14%) Member Type:Header on Trimmer Shear(Ibs) 220 @ 10 3/4" 2498 Passed(9%) 1.00 Building Use:Residential Moment(Ft-Ibs) 631 @ 4'7 112" 3431 Passed(18%) 1.00 Building Code:IBC Live Load Defl.(in) 0.024 @ 4'7 1/2" 0.308 Passed(L/999+) Design Methodology:ASD Total Load Defl.(in) 0.035 @ 4'7 1/2" 0.463 Passed(L/999+) • Deflection criteria:LL(L/360)and TL(1-1240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 9'3"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. • Dimension lumber analysis is in accordance with 2005 NDS methodology. Total Available Required Support Reactions(Ibs) Supports Bearing Bearing Bearing Dead/Floor/Roof/Snow Accessories Trimmer-Spruce Pine Fir 1.50" 1.50" 1.50" 88/ 185/0/0 None Frimmer-Spruce Pine Fir 1.50" 1.50" 1.50" 88/185/0/0 None Tributary Floor Roof Loads Location Width Dead Live Live Snow Wind Seismic Comments (0.90) (1.00) (non-snow:1.25) (1.15) (1.60) (1.60) 1 -Uniform(PSF) 0 to 9'3" 12 0 40 0 0.0 0.0 0.0 0.0 Residential-Living Areas 11LEVEL®Notes 4 SUSTAINABLE FORESTRY INITIATIVE iLeveM warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values. Y iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevelQD literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator .rte'"Software Operator Job Notes 12/1/2010 6:02:15 PM Robert Young iLevelO Forte TM v1.3. Design Engine:V4.13.0.2 Young Designs LLC (860)908-3509 yngdsns@aol.corn Page 1 of'I - Forte MEMBER REPORT Level,KITCHEN/PANTRY BEAM PASSED software 2 piece(s) 1 3/4"x 91/4" 1.9E Microllam@ LVL Overall Length:17 7" 0 0 17 T a All Dimensions are Horizontal;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF. System Floor Member Reaction(Ibs) 1874 @ 2" 3347 Passed(56%) -- Member Type Flush Beam Shear(Ibs) 1584 @ 1'3/4" 6151 Passed(26%) 1.00 Building Use Residential Moment(Ft-Ibs) 5683 @ 6'3 1/2" 11204 Passed(51%) 1.00 Building Code IBC Live Load Defl.(in) 0.257 @ 6'3 1/2" 0.306 Passed(L/571) -- Design Methodology ASD Total Load Defl.(in) 0,371 @ 6'3 1/2" 0.613 Passed(1-1396) -- • Deflection criteria:LL(1-1480)and TL(L/240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 12'4 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports Total °;;`' Available ,Required' Support Reactions(ibs) Accessories Bearing ' Bearing; r Bearing Dead I Floor I Roof/Snow 1-Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 584 1132110 10 1 1/4"Rim Board Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 584/1321 /0/0 1 1/4"Rim Board Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Floor Roof Loads Location Width ;Dead Live ;Live,` Snow_,_ Wind Seismic. Comments (0.90) :''(1.00) (non-snom i.2s) 1 -Uniform(PSF) 0 to 12'7" 7' 12.0 30.0 0.0 0.0 0.0 0.0 Residential-Sleeping Areas iLEVEL®Notes << ' ; f4 SUSTAINABLE FORESTRY INITIATIVE (Level®warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values. iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.(Level®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator orte"I Software Operator Job Notes 12/1/2010 5.21:35 PM Robert Young iLevel Forte TM v1.3, Design Engine:V4.13.0.2 Young Designs LLC (860)903-3509 yrgdsns.,§aol.com Page 1 of 1 I�jForte MEMBER REPORT Level, KITCHEN BEAM PASSED software 3 piece(s) 1 3/4" x 11 1/4" 1.9E MicrollamO LVL Overall Length 17'3" 0 0 All Dimensions are Horizontal: Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System :Floor Member Reaction(Ibs) 2644 @ 2" 5020 Passed(53%) Member Ty pe:Flush Beam Shear(Ibs) 2295 @ 1'2 3/4" 11222 Passed(20%) 1.00 Building Use: Residential Moment(Ft-Ibs) 11100 @ 8'7 1/2" 24206 Passed(46%) 1.00 Building Code:IBC Live Load Defl.(in) 0.342 @ 8'7 1/2" 0.423 Passed(L/593) -- Design Methodology:ASD Total Load Defl.(in) 0.506 @ 8'7 1/2" 0.846 Passed(L/401) • Deflection criteria:LL(LI480)and TL(L/240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 17'1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability Total Available Required Support Reactions(lbs) Supports Bearing Bearing Bearing Dead/Floor/Roof I Snow Accessories 1 -Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 863/1811 /0/0 1 1/4"Rim Board Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 863/1811 /0/0 1 1/4"Rim Board • Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Floor Roof ry Loads Location Width Dead Live Live Snow Wind Seismic Comments (0.90) (1,00) (non•snow:1.25) (1.15) (1,60) (1.60) 1 -Uniform(PSF) 0 to 17'3" 7' 12.0 30.0 0.0 0.0 0.0 0.0 Residential-Sleeping Areas (LEVEL®Notes 1` SUSTAINABLE FORESTRY INITLATIV'E iLevel©warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values. 1 iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator .,rteI Software Operator Job Notes 12/1r2010 5:17:55 PM Robert Young iLeveh Forte"m v1.3, Design Engine.V4.13.0.2 Young Designs LLC (860)908-3509 yngdsnsCaol.com Page 1 of 1 � Forte MEMBER REPORT Level,LIVING ROOM OPENING PASSED �� software 2 piece(s) 2 x 8 Spruce-Pine-Fir No. 1 / No. 2 Overall Length 6'3" o a I 6 I —I All Dimensions are Horizontal;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System:Wall Member Reaction(Ibs) 958 @ 0 1913 Passed(50%) Member Type:Header on Trimmer Shear(Ibs) 734 @ 8 3/4" 1958 Passed(38%) 1.00 Building Use:Residential Moment(Ft-Ibs) 1497 @ 3'1 1/2" 2300 Passed(65%) 1.00 Building Code:IBC Live Load Defl.(in) 0.055 @ 3'1 1/2" 0.208 Passed(L/999+) Design Methodology:ASD Total Load Defl.(in) 0.079 @ 3' 1 112" 0.313 Passed(L/951) • Deflection criteria:LL(1-1360)and TL(5/16"). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability • Bracing(Lu):All compression edges(top and bottom)must be braced at 6'3"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. • Dimension lumber analysis is in accordance with 2005 NDS methodology. Total Available Required Support Reactions(Ibs) SUQQOrtS Bearing Bearing Bearing Dead/Floor/Roof/Snow Accessories Trimmer-Spruce Pine Fir 1.50" 1.50" 1.50" 286/672/0/0 None Trimmer-Spruce Pine Fir 1.50" 1.50" 1.50" 286/672/0/0 None Tributary Floor Roof Loads Location Width Dead Live Live Snow Wind Seismic Comments (0.90) (1.00) (non-5now:1.25) (1,15) (1.60) (1,60) 1 -Uniform(PSF) 0 to 6'3" 7'2" 12.0 30.:� 0 C 0.0 0 0 0.0 Residential-Sleeping Areas !LEVEL@ Notes SUSTAINABLE FORESTRY INITIATIVE iLevel®warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values. 1 iLevel@ expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Jrtel" Software Operator Job Notes 12/1/2010 5:11:58 PM Robert Young iLevel®Forte'14 v1.3. Design Engine.V4.13.0.2 Young Designs LLC (860)908-3509 yn9dsns@aoI.com Page 1 of 1 Forte MEMBER REPORT Level, MASTER SUITE HALL BEAM PASSED software 2 piece(s) 1 3/4"x 91/4" 1.9E Microllam@ LVL Overall Length 13 1" + 0 0 a All Dimensions are Horizontal; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System:Floor Member Reaction(Ibs) 1431 @ 2" 3347 Passed(43%) Member Type:Flush Beam Shear(Ibs) 1218 @ 1'3/4" 6151 Passed(20%) 1.00 Building Use: Residential Moment(Ft-Ibs) 4517 @ 6'6 1/2" 11204 Passed(40%) 1.00 Building Code:IBC Live Load DeFl.(in) 0.191 @ 6'6 1/2" 0.319 Passed(L/801) Design Methodology:ASD Total Load Dell.(in) 0.318 @ 6'6 1/2" 0.637 Passed(L/481) • Deflection criteria:ILL(U480)and TL(U240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 12'10 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability Supports Total Available Required Support Reactions(Ibs) pp Bearing Bearing Bearing Dead I Floor I Roof I Snow Accessories 1 -Stud wall-Spruce Pine Fir 3.50" 2.25" 1 50" 581 /872/0/0 1 1/4"Rim Board Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 581 /872/0/0 1 1/4"Rim Board • Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Floor Roof Loads Location Width Dead Live Live Snow Wind Seismic Comments. (0.90) (1.00) (non-snow:1.25) (1.15) (1.60) (1.60) 1 -Uniform(PSF) 0 to 13'1" 6'8" 12.0 20.0 0 0 0 C. Residential-. .,ing Areas iLEVEL@ Notes �SUSTAINABU FORESTRY INITIATIVE iLevel®warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values. iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator wtsrTM Software Operator Job Notes 12/1/2010 6.36.18 PM Robert Young ileveM Forte"" v1.3. Design Engine:V4.13.0.2 Young Designs LLC (860)908-3509 yngdsnsC%,,aol.com Page 1 of 1 w,:17 [ Forte MEMBER REPORT Level, Roof. Flush Beam PASSED � "ttware 1 piece(s) 1 3/4"x 11 1/4" 1.9E Microllam@ LVL Member Cut Length 27*2 518" _L u 12 i I 12(— ' 18' I�'�I All Dimensions are Horizontal; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System :Roof Member Reaction(Ibs) 594 @ 2" 2603 Passed(23%) Member Type: Flush Beam Shear(Ibs) 533 @ 17'7 9/16" 4302 Passed(12%) 1.15 Building Use: Residential Moment(Ft-Ibs) 2660 @ 9'3 1/2" 9279 Passed(29%) 1.15 Building Code:IBC Live Load Defl.(in) 0.452 @ 9'3 1/2" 0.860 Passed(L/685) -- Design Methodology:ASD Total Load Defl.(in) 0.825 @ 9'3 1/2" 1.290 Passed(L/375) Member Pitch: 12/12 • Deflection criteria:LL(U360)and TL(U240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 16'5 15/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports Total Available Required Support Reactions(Ibs) pp Bearing Bearing Bearing Dead/Floor/Roof/Snow Accessories 1 -Beveled Plate-Spruce Pine Fir 3.56' 3.50' 1.50" 269/0/0/325 Blockinc 3eveled Plate-Spruce Pine Fir 3.50" 3.50" 1.50" 269/0/0/325 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed Tributary Floor Roof Loads Location Width Dead Live Live Snow Wind Seismic Comments (0.90) (1.00) (non•snow,1.25) (1.15) (1.60) (1.60) 1 -Uniform(PSF) 0 to 18'7" 1 15.0 0 0 00 35.0 0.0 0.0 Snov, iLEVEL@ Notes �SUSTAINAUE rORESTr1Y INITIATIVE iLevel®warrants that the sizing of its products will be in accordance with il-evel0_0 product design criteria and published design values. YY iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads.dimensions and support information have been provided by Forte Software Operator orte11 Software Operator Job Notes 12/1/2010 6:47.19 PM Robert Young iLevel Forte"" v1.3. Design Engine.V4.13.0.2 Young Designs LLC (860)908.3509 yngdsns&aol.com Page 1 of 1 • Forte MEMBER REPORT Level, second floor balcony beam PASSED software 3 piece(s) 1 3/4"x 11 7/8" 1.9E Microllam@ LVL Overall Length 18'T' 0 0 a All Dimensions are Horizontal; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System:Floor Member Reaction(Ibs) 3735 @ 2" 5020 Passed(74%) -- Member Type: Flush Beam Shear(Ibs) 3257 @ V 3 3/8" 11845 Passed(27%) 1.00 Building Use:Residential Moment(Ft-Ibs) 16926 @ 9'3 1/2" 26772 Passed(63%) 1.00 Building Code:IBC Live Load Dell.(in) 0.456 @ 9'3 1/2" 0.456 Passed(L/480) Design Methodology:ASD Total Load Defl.(in) 0.762 @ 9'3 1/2" 0.913 Passed(L/287) • Deflection criteria:LL(L/480)and TL(L/240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 17'15/16"o/c unless detailed otherwise Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports Total Available Required Support Reactions(Ibs) Bearing Bearing Bearing Dead l Floor/Roof/Snow Accessories 1 -Stud wall-Spruce Pine Fir 3.50" 2.25" 1.67" 1515/2261 /0/0 1 1/4"Rim Board Stud wall-Spruce Pine Fir 3.50" 2.25" 1.67" 1515/2261 TO/0 1 1/4"Rim Board Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Floor Roof Loads Location Width Dead Live Live Snow Wind Seismic Comments (0.90) (1.00) (non-snow;1.25) (1.15) (1.60) (1.60) 1 -Uniform(PSF) 0 to 18'7" 12'2" 12.0 20.0 0.0 ;.0 U U 0.0 Residential-Living Areas iLEVELCF Notes SUSTAINABLE FORESTRY INITVTivC iLevel®warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values. iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel( literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.iLevew products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator ..rte r"Software Operator Job Notes 12/1/2010 6:33:56 PM Young Designs LLC Robert Young iLevelO Forte"" 0.3. Design Engine:V4.13.0.2 (860)908-3509 ynydsns@aol com Page 1 of 1 ' Forte MEMBER REPORT Level, SECOND FLOOR STAIR SEAM PASSED Software 2 piece(s) 2 x 8 Spruce-Pine-Fir No. 1 / No. 2 Overall Length 9'11" 0 0 94 All Dimensions are Horizontal;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System:Floor Member Reaction(Ibs) 648 @ 2" 2869 Passed(23%) - Member Type:Flush Beam Shear(Ibs) 542 @ 10 3/4" 1958 Passed(28%) 1.00 Building Use:Residential Moment(Ft-Ibs) 1533 @ 4'11 1/2" 2300 Passed(67%) 1.00 Building Code:IBC Live Load Defl. (in) 0.114 @ 4'11 1/2" 0.240 Passed(L/999+) Design Methodology:ASD Total Load Defl.(in) 0.190 @ 4'11 1/2" 0.313 Passed(L/605) • Deflection criteria:LL(U480)and TL(5/16"). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 9'8 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability • Dimension lumber analysis is in accordance with 2005 NDS methodology. Supports Total Available Required Support Reactions(Ibs) pp Bearing Bearing Bearing Dead/Floor/Roof/Snow Accessories Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 265/397/0/0 1 1/4"Rim Board Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 265/397 10/0 1 1/4"Rim Board • Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Floor Roof Loads Location Width Dead Live live Snow Wind j0.0 Comments (0.90) (1.00) (non-snow:1.21) (1.15) (1.60) 1 -Uniform(PSF) 0 to 9' 11" 4' 12.0 20.0 0.0 0.0 0.0 Residential-Living Areas iLEVEL®Notes SUSTAINABLE FORESTRY INITIATIVE iLevel®warrants that the sizing of its products will be in accordance with iLevel product design criteria and published design values. iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator ,rter"Software Operator Job Notes 12/1/2010 6:43.12 PM Robert Young iLevel(y Forte"" v1.3, Design Engine.V4.13-0 2 Young Designs LLC (860)908-3509 yn9dsnSu,7i_aol.com Page 1 of'1 f= Forte MEMBER REPORT Level, STAIR BEAM software 1 piece(s) 1 3141r x 9 1/4" 1.9E Microllam@ LVL PASSED Overall length 15'7" 0 + I'— 15' All Dimensions are Horizontal:Drawing is Conceptual Design Results is Actual @ Location Allowed Result LDF Member Reaction(Ibs) 680 2" System :Floor @ 1673 Passed(41%) Shear(Ibs) Member Type: Flush Beam 595 @ 1'3/4" 3076 Passed(19%) 1.00 Moment(Ft-Ibs) Building Use: Residential 2572 @ 7'9 1/2" 5602 Passed(46%) 1.00 Live Load Defl. in Building Code: IBC ( ) 0.346 @ 7'9 1/2" 0.381 EPassEed(L/359) 529) __ Total Load Defl. in Design Methodology:ASD ( ) 0.510 @ 7'9 1/2" 0.762 • Deflection criteria:LL(U480)and TL(U240) • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 14'318"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. Supports Total Available Required Support Reactions(Ibs) Bearing Bearing Bearing Dead/Floor I Roof/Snow Accessories 1 -Stud wall-Spruce Pine Fir 3.50" 225" 1.50° 221 /468/0/01 1i4"Rim Board Stud wall-Spruce Pine Fir 3.50" 2.25 1.501, 221 /468/0/0 1 1/4"Rim Board Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Loads Tributary Floor Roof Location Width Dead Live Live Snow Wind Seismic Comments (0.90) (1.00) (non-snow 1.25) (1.15) (1.60) (1,60) 1 -Unlform(PSF) 0 to 15 7" 2' 12 0 3U_U G, U.l 0 0 0.0 Residential-Sleeping Areas r EVEL@ Notestg�)evel®warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values. `�SUSTAINABLE FORESTRY INITIATIVE evel®expressly disclaims any other warranties related to the software Refer to current iLevel®literature for installation details. ww.ilevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is t intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record. uilder or framer is responsible to assure that this calculation is compatible with the overall project.iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator ,ter'Software Operator Job Notes Robert Young 12/1/2010 5:06:44 PM Young Designs LLC iLevel3 Forte"m v1.3.Design Engine.V4.13.0.2 (860)908-3509 yngdsnsr�,aol.com Page 1 of 1 FLARED END FL=242.46 A'\fps MODIFIED LINEAR RAIN GARDEN �q s OPEN SPACE "01" TO BE DEEDED TO 7HE TOWN OF SOUTH WINDSOR WETLANDS 100-YEAR FLOOD BOUNDARY SANITARY SEWER EASEMENT THE TOWN OF SOUTH WINDSOR r �e��. / (THERE SHALL BE NO DRIVEWAYS '43 yy _ s• !y i OR FENCES WITHIN THIS EASEMENT) N 47'25 0 9' 244 6 �\ F0077NG DRAIN FL= 243.2 10 RODENT SCREEN AT FOOTING DRAIN OUTLET 20' Y% 244.6 --- N 34'10'24* W- �'?�- - -- SAN.MH .51 -� TT TF-FL- 243.51 {245.8 138.39' • 0 FL-240.16 / 8'0 UN. SEWER + 243.1 124_36_ N-- --- - I S 3410'24' E % \ �(c � I p 245.3 0 �d \\\ � + .. +245.5 Cn +43.9 +246.0 \ 245.8 38 I I w l ALONG E'SMT. N 51'36.00; E ' Tn. 172.75' 1 I N r +247_4 _.I. + �+245.8 =242.5 ' y 246.9 a'N t6' 247.2 '1 241 I 1 N `� _n3 DECK i 8.4. = 47.7 ; AC 249.1 ' 2 4.2' DECK +246.5 N o 10'� 230.0, i 34.1' EM S EXISANDG HOUSE?e'8' , U ( e J I FD FL- 246.3t I W SAN. FL- 24J ft 255.00 j' ? F GM BIT. CONC. 249.1+1 Z 14' a N 17' t4cyt DRIVEWAY4 +250.2 252.0• 10.5 253.6 N 1 l 'I 235.2 1 254.03 37 COVERED FRONT STOOP N 40. 1 J P1.0' 255.06 36.0 25 .0 7, w -`- cn 254.9 n 20' WIDE STREI 251.5 I ` ,254.71 +254.4 N +253.6 1N FAVOR OF I 4LONG E'SMT. + 1� '254-1}_ 1 CONC. PAVER WALK N L=10.00' 1 U - N - - 10' WIDE C L& D-01'08'46 c �MH V - 5.29: AND 10' WIDE - - f- T OTV TRANS 235.0 i,�j. -�- - 255.56 V 254.61 57 257.2p ` -254.64-1----- 255.61_ 253.59 --- _L_256.2_2 FRAZER FlR ROAD 'e o'n WA7FR A1gl� _ qN. IS SEAR �-Y57?9?? 6 0 gqN SAN. MH #21 TOTAL ALONG LOT TF= 254.31 R-500,00' FL, OUT= 244.11 L-99.66' D-1175'11' CERTIFICATION OF ZONING COMPLIANCE Proposed builc;ing(s), use(s) and/or structure(s) as shown on this plan appear(s)to be in conformance with current South Windsor regulations. Variances I 5)`od and special exce tions may apply. a I . Date i Zoning Enforcement Officer 10 THE BCdC;,iw, This certCL-U :',,! .s r.i .'W 31.r ::—ti:- H V L7 L7 enFi•s 8f the proper sa.l 1—hallop trr ilteraiions to b. j e recleC at NOV 13 i IK Fra'}t t' F�/ Strroe tAR.-thar wrttt a—nC.n:HNr sl-;trd to a pot I*it hn an SouthWinuaor iiA kith PLIn and I .e t, cor.:ply with all zor,ltt:1 BUILDING DEPARTMENT ..^.0 _�aie ..:.s •r, . ..;.i r'lrrc ns .ndll c. I P.e `... �„� „e i, "I''Iri :lufing pendent. C. ! avl fin,a i>,S—nce of a t lldiny perm it. ,., rl,n a;r:., •d hiFdt to the condition till' .-::a .. t.rd���:•• -;vl.,vnq bulltling shell .. - •�ntnnalry Approved These filed watt' Gen ,at• - No lge6 060(P3 INSPECTION FIELD SHEET 06/14/11 ` Printed by Peart, Dayshell 15 24 00 INSPECTION: 36836 FOOTING PERMIT: STATUS: APPLICATION: 201001637 LOCATION: 118 FRAZER FIR ROAD PROPERTY ID: 34430118 OWNER: MANNARINO BUILDERS INC 860-289-7055 CONTRACTOR: REQUEST BY: DESCRIPTION: NEW HOME--3,660 SQ. FT. WORK ORDER: INSPECTOR: DOUG RESULT: PASS REQUESTED: 12/08/10 PRIORITY: SCHEDULED: 12/08/10 PM COMPLETED: 12/08/10 UNPAID FEES 00 Date Time TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 06/14/11 DOUG N/A B001 FOOTING 04/06/11 ROSE PASS B001 FOOTING 12/14/10 DOUG PASS B002 FOUNDATION 03/23/11 DOUG PASS B003 FRAMING (ROUGH) 06/14/11 ROSE N/A B003 FRAMING (ROUGH) 04/26/11 ROSE PASS B004 INSULATION 06/14/11 ROSE N/A B004 INSULATION 03/25/11 DOUG PASS B004 INSULATION 06/14/11 ROSE N/A B005 FIREPLACE / CHIMNEY 06/13/11 DOUG PASS BO10 FINAL 03/23/11 DOUG PASS E001 ELECTRIC SERVICE 12/22/10 DOUG PASS E002 ELECTRIC UNDERGROUND 03/23/11 DOUG PASS E003 ELECTRIC ROUGH 06/14/11 ROSE N/A E003 ELECTRIC ROUGH 03/23/11 DOUG PASS H003 HVAC ROUGH 03/14/11 ROSE PASS P002 PLUMBING UNDERGROUND 03/18/11 ROSE PASS P003 PLUMBING ROUGH 06/14/11 ROSE N/A P003 PLUMBING ROUGH 04/01/11 ROSE PASS P004 PLUMBING GAS TEST 06/14/11 LIPE PASS Z003 CO PLANNING INSPECTION ' f 7 Electric # A�PPL �/�TION FOR BUILDING PERMIT Plumbing# 118 Frazer it a HVAC# 1000643 Date: S rinkler# p Estimated Cost $FINA APPROVALS �����- �-► Building -� -/� COMPLETE RED BOXED AREAS Permit Fee $ '3 3 5'V Occupancy Fee $ ! C• v0 Engineeri TYPE OF PRINT ONLY Eng. Insp. Fee $ Affidavit ► SIGN ON REVERSE SIDE Appr.forC - Total Fee $ TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ 4—b The undersigned hereby applies to do work according to the following: Applicant C1 q(fl,,u T5..JA Crj+,5, fq tar Lot No. n� Applicant's Address �6 C�.,&J- �� Ulm 3— �' Tel # FG V-lb '7d'S Town ..�n H., Zip G bo7¢ _Lic.# /QA V Owner Architect YG u h h S Owner's Address Architect's Address Zip �7 Zip Sq.Ft.New Area: 1 st FI. 2nd FI. 6 /3rrd�F.I. Total New Area 3 C Qu Purpose of this permit /A City Wate d Well 0 Septic System 0 Sewer 0- Ins: HO SP Area Basement Garage Approved by Date 12 )0 Use Group Construction Type Revist 1108 Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# [—Date: Sprinkler# _ Estimated Cost $ FINAL APPROVALS Permit Fee $ Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OF PRINT ONLY Affidavit Eng. Insp. Fee $ Appr.forCO. - ► SIGN ON REVERSE SIDE Total Fee $ TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant LocationofWork LotNo. Applicant's Address Tel # Town _.Zip Lic.# Owner Architect Owner's Address Architect's Address Zip---------- Zip Sq. Ft. New Area: 1 st FI. 2nd Fl. 3rd FI. Total New Area Purpose of this permit City Water J Well J Septic System J Sewer J Ins: HO SP Cert. Area Basement Garage Approved by Date Use Group Construction Type Revisbd 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 building and its use is allowed. Signed Q I hereby apply for a Certificate of O cu ancy for the ^work �desc` ed in this application for the permit. srtcd Sign DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT ***** BUILDING PERMIT***** ADDRESS I I`��(��Q I' �'I>� Q� LOT/UNIT#Reviewed by r� (Engineering) CONTACT/DEV_ 0-y1y�n 6(,kt Date Reviewed PZ_1 I1 oo�Denied PH# ':fftb"2�q' -70 S Reviewed by-_V4t,_(Planning) Date Submitted i;Z ^ —1 o Date Reviewed Iq �Denied Reviewed by (Health Dept) Date Reviewed Approved/Denied In accordance with the Zoning and/or Subdivision Regulations, prior to the building of any structure on a lot, a Topographic Plot Plan shall be submitted for approval. The minimum requirements shall include: Approved Denied N/A 1. Name,address&phone number of / owner/applicant V 2. Name,address&phone number of plan preparer 3. Zoning Information—i.e.zone,open space, floodway,street address 4. Plot Plan at 1"=40'scale —�� a. Subdivision reference,abutting properties,etc. b. Easements of record C. Lot description,bearings,building lines, / distances,area,etc. ✓ d. Contours,existing&proposed, 10r 2ft.interval ✓ where appropriate e. Building location with dimensions. Elevations of proposed finish floor,garage floor¢erline / of road at driveway f. Elevations of gravity drainage systems,sanitary &foundation drain at the house and the street g. Tentative utility location(gas,water,electric, septic system,etc. h. Title block with name&address of preparer, date,appropriate certification, live seal&live signature consistent with the Board of Registration requirements.(P.E.&L.S.) S. Sedimentation and erosion control 6. Special Planning&Zoning,Inland/Wetlands considerations(Plans on file w/Town Clerk) COMMENTS: s/engineering/molloy/building compliance checklist DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Application is hereby. TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT , (�� (2� APPRO D 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Building speclorl Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 F:Yenant Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT r,�„, fl "�� ➢�,.��� C t) APPLICANT ADDRESS „ ,"VL,,,, - APPLICANT PHONE# -2 CA\- OW N St OWNER OWNER ADDRESS �5 v, L Ob ik ,- OWNER PHONE -2—$'!:\- C ;D ESTIMATED COST$ g, o on v J ` U IS THIS A CONTRACT COST? VYYes _No ..o o (✓ FEE ENCLOSED$ .5 O�� TYPE OF JOB: R C L-f4ew Installation ��3 Alteration/Addition/Repair Revised 4/01//2002 w APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE QF SYSTEM: TYPE F UILDING: HEATING RESIDENTIAL, Ll A/C COMMERCIAL ❑VENTILATION ❑ INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. I RONIC ElWARM AIR ❑UNIT RADIANT HEATER E STING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) °F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) UJQ\L- rcr��c► r -tc� C\/' �-A GROSS HEATING CAPACITY(INPUT—BTUH) 1 () NET RATING(OUTPUT—BTUH) TYPE OF FUEL ❑OIL—GPM OIL TANK LOCATION :❑ INSIDE❑ OUTSIDE CAPACITY ❑ GAS—INPUT LPG TANK CAPACITY ELECTRIC—KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK ' n� �� ()(,S �, 1p r��i �Qa k a rr\\v\-,e aA l0O THE UNDERSIGNED HEREBY 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 PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANTS s�tc���Q �� .5�5 DATE � 1 Radiant Design Details uponof Project#: 022511-0121-ET Date: Feb 25, 2011 Prepared For: Imperial Plumbing & Heating Manchester Winnelson 160 Hartford Rd Manchester, CT 06040 Prepared By: Ed Taylor Phone: 860-649-4563 Fax: 860-646-2598 Email: Heatmaster2000@yahoo.com Project Summary Project#: 022511-0121-ET Project Name: TALLAPUREDDY(NO GARAGE) Location: CloseDate: Engineer: Design Data Location: (User-Specified Location) Outdoor Temperature: 0 OF Wind Speed: 20 mph Total Area: 3,061 ft2 Construction Quality: Average Water Channel 1 9 USGPM @ 7.7 ft(H20) Head(incl S&R and device) Total Loops: 28 Total Manifolds: 3 Total Zones: 2 Min.Tubing Required: 5,495 ft RFH Glycol Level: 100%Water Design Temp. Drop: 10°F Radiant Tubing Volume: 44.8 gallons(US) Volume Water: 44.8 gallons(US) Volume Glycol: 0 gallons(US) Total Load: 44,784 Btu/hr Total Radiant Load: 39,502 Btu/hr Zone Design Summary Zone 1 Area Serviced: 1,451.1 ft2 Rooms Serviced: MEDIA ROOM-BASEMENT Total Loops: 10 RECREATION-BASEMENT Total Flowrate: 3.4 USGPM GYM-BASEMENT Maximum Head Loss: 0.6 ft(H20) STORAGE-BASEMENT FRONT STORAGE-BASEMENT MECHANICAL-BASEMENT Page 1 of 8 'User-Specified Climate Data-Created using Uponor Advanced Design Suite-6.9.1 Radiant Design Details uponof Project Date:2Feb-25?2011 Prepared For: Imperial Plumbing& Heating Manchester Winnelson 160 Hartford Rd Manchester, CT 06040 Prepared By: Ed Taylor Phone:860-649-4563 Fax: 860-646-2598 Email: Heatmaster2000@yahoo.com STUDY/PRAYER - FIRST FLOOR Total Area: 234 ft' Heated Area: 234 ft' Total Heat Loss: 3,035 Btu/hr Supplemental Heat: (0)Btu/hr Total Radiant Load: 2,877 Btu/hr Design Fluid Temp.Drop 10°F Floor Unit Load: 12.3 Btu/hr/ft' STUDY/PRAYER/Floor # Manifold Length(ft) Leader Tube Spacing Flow Rate Head Loss Valve Actuator Length(ft) (in) (USGPM) (ft(H20)) Turns 1 Manifold 3 177 30.0 8 0.2 1.3 3.74 No 2 Manifold 3 177 30.0 8 0.2 1.3 3.74 No 3 Manifold 3 177 30.0 8 0.2 1.3 3.74 No FAMILY - FIRST FLOOR Total Area: 400 ft' Heated Area: 400 ft' Total Heat Loss: 7,942 Btu/hr Supplemental Heat: (0)Btu/hr Total Radiant Load: 7,528 Btu/hr Design Fluid Temp.Drop 10°F Floor Unit Load: 18.8 Btu/hr/ft' FAMILY/Floor # Manifold Length(ft) Leader Tube Spacing Flow Rate Head Loss Valve Actuator Length(ft) (in) (USGPM) (ft(H20)) Turns 1 Manifold 2 210 30.0 8 0.4 5.4 3.87 No 2 Manifold 2 210 30.0 8 0.4 5.4 3.87 No 3 Manifold 2 210 30.0 8 0.4 5.4 3.87 No 4 Manifold 2 210 30.0 8 0.4 5.4 3.87 No Page 5 of 8 'User-Specified Climate Data-Created using Uponor Advanced Design Suite-6.9.1 �l a i Radiant Design Details Uponof Project Date:2Feb 25?2 11 Prepared For: Imperial Plumbing& Heating Manchester Winnelson 160 Hartford Rd Manchester, CT 06040 Prepared By: Ed Taylor Phone:860-649-4563 Fax: 860-646-2598 Email: Heatmaster2000@yahoo.com KITCH/BREAK - FIRST FLOOR Total Area: 336 ft2 Heated Area: 260 ft2 Total Heat Loss: 5.113 Btu/hr Supplemental Heat: (0)Btu/hr Total Radiant Load: 4,772 Btu/hr Design Fluid Temp.Drop 10°F Floor Unit Load: 18.4 Btu/hr/ft2 KITCH/BREAK/Floor # Manifold Length(ft) Leader Tube Spacing Flow Rate Head Loss Valve Actuator Length(ft) (in) (USGPM) (ft(H20)) Turns 5 Manifold 2 228 30.0 8 0.3 4.5 4.2 No 6 Manifold 2 228 30.0 8 0.3 4.5 4.2 No 7 Manifold 2 228 30.0 8 0.3 4.5 4.2 No PANTRY- FIRST FLOOR Total Area: 59 ft2 Heated Area: 59 ft2 Total Heat Loss: 850 Btu/hr Supplemental Heat: (0)Btu/hr Total Radiant Load: 793 Btu/hr Design Fluid Temp.Drop 10°F Floor Unit Load: 13.6 Btu/hr/ft2 PANTRY/Floor # Manifold Length(ft) Leader Tube Spacing Flow Rate Head Loss Valve Actuator Length(ft) (in) (USGPM) (ft(H20)) Turns 4 Manifold 3 148 30.0 8 0.2 0.8 3.12 No DINING - FIRST FLOOR Total Area: 184 ft2 Heated Area: 184 ft2 Total Heat Loss: 2,286 Btu/hr Supplemental Heat: (0)Btu/hr Total Radiant Load: 2,167 Btu/hr Design Fluid Temp.Drop 10°F Floor Unit Load: 11.8 Btu/hr/ft2 Page 6 of 8 'User-Specified Climate Data-Created using Uponor Advanced Design Suite-6.9.1 Y r� Radiant Design Details Uponof Project#: 022511-0121-ET Date: Feb 25, 2011 Prepared For: Imperial Plumbing & Heating Manchester Winnelson 160 Hartford Rd Manchester, CT 06040 Prepared By: Ed Taylor Phone: 860-649-4563 Fax: 860-646-2598 Email: Heatmaster2000@yahoo.com DINING/Floor # Manifold Length(ft) Leader Tube Spacing Flow Rate Head Loss Valve Actuator Length(ft) (in) (USGPM) (ft(H20)) Turns 5 Manifold 3 199 30.0 8 0.2 1.9 4.2 No 6 Manifold 3 199 30.0 8 0.2 1.9 4.2 No FOYER - FIRST FLOOR Total Area: 169 ft2 Heated Area: 153 ft= Total Heat Loss: 5,276 Btu/hr Supplemental Heat: (0)Btu/hr Total Radiant Load: 5,001 Btu/hr Design Fluid Temp.Drop 10°F Floor Unit Load: 32.6 Btu/hr/ft2 FOYER/Floor # Manifold Length(ft) Leader Tube Spacing Flow Rate Head Loss Valve Actuator Length(ft) (in) (USGPM) (ft(H20)) Turns 8 Manifold 2 175 30.0 8 0.5 7.7 3.22 No 9 Manifold 2 175 30.0 8 0.5 7.7 3.22 No LIVING - FIRST FLOOR Total Area: 173 ft' Heated Area: 173 ft2 Total Heat Loss: 2,779 Btu/hr Supplemental Heat: (0)Btu/hr Total Radiant Load: 2,634 Btu/hr Design Fluid Temp.Drop 10°F Floor Unit Load: 15.2 Btu/hr/ft' LIVING/Floor # Manifold Length(ft) Leader Tube Spacing Flow Rate Head Loss Valve Actuator Length(ft) (in) (USGPM) (ft(H20)) Turns 7 Manifold 3 190 30.0 8 0.3 2.6 4.01 No 8 Manifold 3 190 30.0 8 0.3 2.6 4.01 No Page 7 of 8 'User-Specified Climate Data-Created using Uponor Advanced Design Suite-6.9.1 i Radiant Design Details uponof Project Date:2511-011-ET Feb 25?2011 Prepared For: Imperial Plumbing& Heating Manchester Winnelson 160 Hartford Rd Manchester, CT 06040 Prepared By: Ed Taylor Phone: 860-649-4563 Fax: 860-646-2598 Email: Heatmaster2000@yahoo.com BATH - FIRST FLOOR Total Area: 55 ft2 Heated Area: 33 ft2 Total Heat Loss: 578 Btu/hr Supplemental Heat: (0)Btu/hr Total Radiant Load: 539 Btu/hr Design Fluid Temp.Drop 10°F Floor Unit Load: 16.3 Btu/hr/ft2 BATH/Floor # Manifold Length(ft) Leader Tube Spacing Flow Rate Head Loss Valve Actuator Length(ft) (in) (USGPM) (ft(H20)) Turns 9 Manifold 3 110 30.0 8 0.1 0.3 2.32 No Page 8 of 8 'User-Specified Climate Data-Created using Uponor Advanced Design Suite-6.9.1 APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APPR v 1540 SULLIVAN AVENUE �Bldg. Pe y� 644-2511 ext. 230 1 0 p U��3# Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 /l r C1 Z 1 e-r A L Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT PfJnc� r--�— APPLICANT ADDRESS eC C-� .S At cT !v9 APPLICANT'S PHONE# v 2 OWNER .`OWN S Fq< OWNER ADDRESS OWNER PHONE [� 3� ESTIMATED COST$ *" U IS THIS A CONTRACT COST Yes _i-^0 FEE ENCLOSED$ �r TYPE OF JOB: q S K - ��SOR•CO�� New Installation Alteration/Addition/Repair (p 5-4- Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD t—OU0 V� T L✓`F — SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK 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 PERFOR- MANCE OF SUCH WORK �9S 7'2- �_ 57 Q-i CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT r�Tcc� i�fl DATE C�n� DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: l(O n L--,�i s BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 -- b 1bbo�y?, Date Building Inspect Application must be printed or typed FEE SCHEDULE Location of Job: 1�7- 041 $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 _ or any fraction thereof Tenant Designation Apt.No. APPLICANT � �� zz?/c- APPLICANT ADDRESS —7e APPLICANT PHONE# YJ N S f,q OWNER r�/9 itJ/✓/g i2 i/!/ O JQG(> . G — OWNER ADDRESS y C'/,/,9 �'L �o, L�,t,►, r- 3 Qn� cam.1A/o, k.� ,, c T 0 6v n �l CIO OWNER PHONE ffO — ��/9- 7 C -D ESTIMATED COST$ IS THIS A CONTRACT COST? ✓Yes _No FEE ENCLOSED$ •CO�� TYPE OF JOB: R Z 'LD lo It�3�- New Installation o Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL BUILDING PERMIT APPLICATION? QB 'ES ❑ NO ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY /. ❑MERCANTILE FUTURE USE AND OCCUPANCY /�EGtJG— ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS O MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE Q O SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES &-No NUMBER OF LIGHT CIRCUITS 5 NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES .50 NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES 30 NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK THE UNDERSIGNED HEREBY 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 PERFORMANCE OF SUCH WORK. �+.� l0 3 7/S --/ C' CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT cz z� DATE y DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: 11666(,P3 BUILDING DEPARTMENT APPROVEP, 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 t080�d-f3 Date uilding Inspector Application must be printed or typed FEE SCHEDULE Location of Job: � $ F Tk- R C2,$ $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS S ;J\N wi A, . S " , " �T APPLICANT PHONE# 2 _ ) �OW N St 4 OWNER I\ACU cx v1 ct, I Q-3,"\A e (s OWNER ADDRESS OWNER PHONE (.c L, 2s Ct- :1 C ESTIMATED COST$ is� -i=— '� q._(I on U IS THIS A CONTRACT COST? Yes _No o, FEE ENCLOSED$ \ S cl O�� TYPE OF JOB: OR-C ✓New Installation a2o1��1.3 Alteration/Addition/Repair APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL //'' BUILDING PERMIT APPLICATION? ElYES KNO BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE❑EDUCATIONAL FUTURE USE AND OCCUPANCY ❑ INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO.OF TOILETS STYLE NO.URINALS STYLE NO.OF BATHTUBS Z NO.OF SHOWERS Z NO.OF LAVATORIES NO.OF CONDUCTORS SIZE _ NO.OF STACKS�_ SIZE _ AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO. OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW O'YES ❑NO SIZE OF WINDOW IF NONE C.F.M. OF VENTILATOR SIZE OF DUCTS SEWE OR SEPTIC TANK SIZE OF WATER MAIN \ SIZE OF WATER PIPING&RISER WATER HEATER: TYPE �jl MANUFACTURER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND 177C— COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE JAN-17•-e-011 15:07 From:MANARINOBUILDERSINC 8602897121 To:8606443781 P. 1/5 • 4UU Unapol Kiwi,unit S T tiUUTH WINDSOR,CT.ON74 MANNARINO PH•BGO:?aA-7055 FAX-8rA 2897t21 BUILDERS, INC. www mannarinobuildars.rom I Is kraz t �t 2 Tb: \ 45� From: �� (✓� FAX. Paws: Pha m: a- l -Oats: fee: r c+ (//2 C� r JAN-17-2011 15:07 From:MANARINOBUILDERSINC 8602897121 To:8606443781 P.2% T ) __ — OREScheck Software Version 4.4.0 N( Compliance Certificate Project Title: Plan # 7952 Enrrdy Cote- 2006 IECC Location. South Windsor, Connecticut Construction Type: Single Family Conditioned Floor Area: 3860 ft2 Glazing Area Percentage. 8% HRMing DAgree Days- 6155 Climate Zone. 5 Construction Site: Owner/Agent. FJesigner/Contractor Lot tt 38(118)Fraziher Fir Road South Windror t'T Compkinco:Passes an UA trade-off Compliance-7-20/.Better Than Code Maximum UA'414 Your UA:384 1 hn'A Hnttnr..vV.w�n I Iw.r tkit••-.1a..el4w{e 1—0—to compliance the hOuiC Ii biuea on was VBObwrr iuhrt. It DOCS NOT provide an eatimnlo of noorgy urn or runt mintwn in hwne Gross Assemb or M•• ULillrig 1.Flat Qeiling or Scissor Truss 2082 38.0 0.0 62 Wall 1,Wood Frame. 16"o.c. 3678 19.0 0.0 1U( Window 1.Vinyl Framc.Doublc Pltric with Luw-E 2.19 0 350 84 SHGC. 0.25 Door 1 Solid 96 0 090 9 Dnnr 2-Glass 513 0 320 19 SHGC:0.28 Floor 1:All-Wood JolM/TnIaa:Ovor I Mronditioned Space 511 38.0 0.0 13 Compliance Statement The ptoposed Oulldulg design described here is consistent with tha huiklin0 flans,specifications and ulhe, ualculativns submitted with the permit application.The propomad huildlnt3 ha6 heen designed to meet the 2006 IECC requirerrtents in REScheck Version 4-4-0 and to rnmply with the mandatory requirements listed in the REScheck Inspection Cherkli.¢t Name-Title Signature 0.9tP Piop:ct TItIq. Plan N (952 �- Report dalR 0111?!11 Data filename- Untitled rl:K Peg© 1 of 3 JAN-17-2011 15:07 From:MANARINOBUILDERSINC 8602897121 To:8606443781 P.3/F 2006 IECC Energy Efficiency Certificate Ceiling/Roof 38.00 Wall 19.00 Floor I Foundation 38.00 Ductwork(unoonditionod spacos): Glass&Door Rating LI-Factor SHGC Window 0.35 0.28 00or 0.02 018 ,Heatin• & Cooling • Water Heatwr: Name: _ Daty: Comments: JAN-17-2011 15:07 From:MANARINOBUILDERSINC 8602897121 To:8606443781 P.4/5 REScheck Software Version 4.4.0 Inspection Checklist Ceilings: ❑ Ceiling 1 Flat Coiling or SpSsuf I rust',R-38.0 cavity insulation Comments Above-Grade Walls: Wall 1:Wood Frame, 16"u,c.,H-1w.0 r:r,vily insulation Curnrnenls. Windows: ❑ Window 1:Vinyl Fiamc.000ble Putie with Low-E,U•factor t1.350 For windows without labdlad U-INelorR,&WffibP featuMf,! #f anes Frame Type Thermal Breuk? Yes No Comments Nolen Up to 15 sq ft of glazed fenestration per dwelling is exempt from U-factor and$HGC requirements. Doors: ❑ Door 1:Solid, U-factor:0.090 Comments. ❑ Door 2. Glasr,, L1-factor 0.120 Comments: Floors: ❑ Floor 1 All-Wood Joist/Truss Over Unconditioned Space, R-38.0 cnvdy irwi lation Cnmmnnm Floor insulation is installed In permanent contact with thi:urrdwsrdN ul IhA euhttoor decking. Air Leakage: 0 ,lninh4,PAARtrations,and all other such upvrnnus in the building envelope that arA Snurres of air leakage arc sealed. ❑ Recessed hglils nits either 1)TypR IC rdtr9rt with enclosures scaled/yasketed against leaks to the nailing or 2)Type IC rated and AS I M E283 labeled, or 3)installed insiQA an air-tight assembly with a 0.5"Wuurance from combustible matmila and a 3"clearance front trtsuldhon. Sunrooms- 0 srsnroomF that are thern-wlly isolatud(ruin the building envelope have a maximum fAnRFtr,ation U factor of 0 5U and the maximum skylight U-fartor of 0.75.New windows and doors separating the sunroom from conditioned space meet the burldinq lhermRl envPlnpo requirements. Vapor Retarder: J Vapor rclarder rs mulalled on the warm-in-wintAr RIBA of all non-vented framed u:dntgs,walls,Nod floors;nr it has been determined that moisture Or its(ruecsnq will not d8mRr1R thR materials;or other approved means to avoid cundensalion are prnvidwi Comments: Materials Identlfleation and Installation: 0 Matcnal,acid equipment are installed in acrnrrlanes with the manufacturer's rn,lallutiun instructions. u Insulatinn is installed In substantial contact with the sw faGu buinq inRulatRd and in a manner that achieves the rated R-valuts. ❑ Materials and uquiprrienl are identified so that compllancA can he determined. L1 MNnutarturer manuals for all installed heating and cooling egwprlsent and Nervinn water heating equipment hive been provided. 0 Insulation R-valuCs and yltsting U-factors are clearly markAd nn the building plans or spucafreabuny. Duct Insulation: Project Title. Plan 7051 Report date 01/12/11 Data fitcname. UrslrUed.rck Pagc 2 of s JPN-17-2011 15:07 From:MANARINOBUILDERSINC 8602897121 To:8606443781 P.5/5 Li Ducts in uncondltlnnad spares or outside the building are insulated to at least R-A (—j Ducts m Iloor InisHeR shove unrondltloned spaces or etWve the oulduurs am insulatnd to at least R 6 Duct Con5tructlon: An handlers.filter,hexes.Sind duel rnnnectiona to flanges of air distrlbubun Sysluni equipment or sheet metal fitting;are sealer/arrd mechanically fivitHfrad. NI joints,sears.and cunneuUons are made substantlally airtight with tapes.gaske6ng,rnN4tlr_Q(ndhRSIV9S)or other approved closure systcnis.Tapes and matilrce ara rnted UL 181A or UL 1818. Burrdind tramine cavities are not used as supply ducts. ZI Automatic or gravity dampers ere invtsilled on all outdoor air intakos and exhausts. Additional requirements for tape suahng and metal duct crimping ara IncJUdad by an inspection for cvnrpliance with the Intamalinnal Mechanical Code Ternperature Controls: Thormoslatt exist for earh separate HVAC syskrn.A manual or automatic means to partially restrict or shut ull Tire heaGnu and/or cooling Input to aarh zone or floor is pruvrded. Circulating Service Hot Water Systems: Clrr ilating service hot water pipes arc uisulaled Iv R•2. D Circulating zsnrvrca hol water systems include an autumaliv yr accessible manual switch to turn nH the circulating pump when the system is not In use. Certificate: U A perm anarl certificate is provided on or In the atar:triral distribution vanel hshrrq[tie predominant insulation R-values.window U-faCSom,typo and efficiency of space-cunditiv III ju and water heating equipment. NOTES TO FIELD: (Builduig Uuparlrnant U3e Only) Prcyvct Idle. Plan N 7952 A~�~� Repot dale. 01/12/11 Data fdemmme. UnUlled,rck pHgp i of 3 Forte MEMBER REPORT Level,BASEMENT BEAM 1 3 PASSED software 1 piece(s) 1 3/4"x 91/4" 1.9E Microllam®LVL Overall Length:8'7" f\ F4M .IIJ1 I1�6 �T_XZe- ' 1'i et 0 0 ��" :. :,�.wa„"':' :..•ram.•««.," av,..`a"�` .i,fir�H!'�"`'';N'-r�; 8' © a All Dimensions are Horizontal;Drawing is Conceptual Design'Results''.s. -YActiiat aD bcatidn�;,a� .',,_AilYiYited'"" `� 'Result �^°^'* Li�F*?'. :- .n:. s x > System Floor Member Reaction(Ibs) M 1581 @ 2" 2603 Passed(61%) -- Member Type Drop Beam Shear(Ibs) 1190 @ 1'3/4" 3076 Passed(39%) 1.00 Building Use Residential Moment(Ft-Ibs) 3135 @ 4'3 1/2" 5602 Passed(56%) 1.00 Building Code IBC Live Load Defl,(in) 0.151 @ 4'3 1/2" 0.275 Passed(U656) ElHd Design Methodology ASD Total Load Defl.(in) 0.199 @ 4'3 1/2" 0.412 Passed(U498) • Deflection criteria:LL(U360)and TL(1-1240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 8'7"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Su orts- r' '7 utat..,r Available"` Ragtairedy^' ""_ Support Reactions Otis)' pP -° ri, `-' Accessories ;T »F; -.Reariri§r!: eeatirtg;: ;Besriiig' ;;Dead1 Fiooi tRootr""Snow 1 -Stud wall-Spruce Pine Fir 3.50" 3.50" 2.13" 38011202/0/0 Blocking Stud wall-Spruce Pine Fir 3.50" 3.50" 2.13" 380/1202/0/0 Blocking Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tribu Dd.,er, ;„<. s„ .,... a, t• CFloorCi . RoofLvR -F.omm...mentsLoads Location:. Width; (, �•,QQ F?2C,!"r "►IOn$110Y1*."f.25 1.1 ' 1 -Uniform(PSF) 0 to 8'7" 7' 12.0 40.0 0.0 0.0 Residential-Living Areas ,„a'^ry�`. .: ^"`9»9- �w ....'s3A?,.. . ,.�r.,'..:,.'Y ',?"a:t+�aa„^i;" . 5 v,S ..6r>� ,:..a,^+,'. iLEVEL®Not®s•-�: - �;:r�"� �' a��;+:ter"�;r:... ....,:�!�r`�;,> i,�w�w,'�',.�.��'; ���.,.. :=:=' n SUs MINABLE r{WkSrfZYiwrIAUVE iLevel®warrants that the sizing of its products will be in accordance with(Level®product design criteria and published design values. iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Ae*"Software Operator Job Notes 12/1/2010 8:23:36 AM Robert Young iLevel@)Forte"m 0.2,Design Engine:V4.12.0.3 YcungDesigns LLC (860)908-3509 yngdsns`,-aol com Pago 1 of 1 �Tf Forte MEMBER REPORT Level,BASEMENT BEAM 2 PASSED software 3 piece(s) 1 3/4"x 91/4" 1.9E Microllam®LVL Overall Lergth:17 9" 0 0 •'l:s'.�:" v„�„I;;, •,,'„vyK ,,,�' -",�+„.ia;.�::y.a.,#:,::.,,. ,:x=n.0.7{t' .,.•.xwR.• :""y':_�Ye R.. "v1�w•y3Y�bi=..�.••r:.�«,.:'�'.�h.'.T Spa;w...°.-;" �'S ea'.r :.?.•'X'�:'; ii=f?3..r _��:'..•e.w'" ,r "''ra:i+.-' :-a.°y._. 12 2" o All Dimensions are Horizontal;Drawing is Conceptual Design Results `5` ' `Actu]iifgtocatl6n^�k,i '"Allowed.Y � Besot# LDj 'r System Floor Member Reaction(Ibs) 4064 @ 2" 7809 Passed(52%) -- Member Type Drop Beam Shear(Ibs) 3386 @ 1'3/4" 9227 Passed(37%) 1.00 Building Use Residential Moment(Ft-Ibs) 12284 @ 6'4 1/2" 16806 Passed(73%) 1.00 Building Code IBC Live Load Defl.(in) 0.413 @ 6'41/2" 0.414 Passed(L/361) -- Design Methodology ASD Total Load Defl.(in) 0.549 @ 6'4 1/2" 0.621 Passed(L/271) -- • Deflection criteria:LL(U360)and TL(U240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 12'9"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. r. f�,":Totaf":s' ;qK llible� JStipporfReactions{Itis).. "a - Supporfs s,> g Bsajlrryg'« --Bear rt'j .Dead,.Floor 11oof/Snow' Accessories 1 -Stud wall-Spruce Pine Fir 3.50" 3.50" 1.82" 1004/3060/0/0 Blocking Stud wall-Spruce Pine Fir 3.50" 3.50" 1.82" 1004/306010/0 Blocking Blocking Panels are assumed to carry no toads applied directly above them and the full load Is applied to the member being designed. Loads' tocatfon, YTrlbotary,' Dead 'Floor•l.lve` = RRoofLive` .Snow ; Comments ,V .. h.�n °' 1 -Uniform(PSF) 0 to 12'9" 12' 12.0 40.0 0.0 0.0 Residential-Living Areas YNi•n ..k ,�,,K y m ...w... ;{y}^•AE"TUTeW?::4' '1Nt- ...��µ. l K+Y m.Y' � ,; :,r. �..°'�. d''" ,. SUSTAINA FORESTRY INITIATIVE iLEVEL'® iLevel®warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values. iLevel®expressly disclaims any other warranties related to the software.Refer to current Level®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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,iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator rte""Software Operator Job Notes 12/1/2010 8:24:41 AM Robert Young iLevel®Forte" 0.2,Design Engine:V4.12.0.3 1'oungDesigns LLC (860)908-3509 yngdsnsCa aol com Page 1 of 1 Forte MEMBER REPORT Level,BASEMENT BEAM PASSED software 1 piece(s) 1 3/4"x 91/4" 1.9E Microllam@ LVL Overall Length:IV 3" 0 0 a All Dimensions are Horizontal;Drawing is Conceptual Design ReStiits. Actual�locatitin -a :'Allowed. ;�: ;; ►�siitt;*�X" w LDF�' System Floor Member Reaction(Ibs) 1800 @ 2" 2603 Passed(69%) -- Member Type Drop Beam Shear(Ibs) 1426 @ 1'3/4" 3076 Passed(46%) 1.00 Building Use Residential Moment(Ft-Ibs) 4316 @ 5'1 1/2" 5602 Passed(77%) 1.00 Building Code IBC Live Load Defl.(in) 0.289 @ 5'1 1/2" 0.331 Passed(1-1412) -- Design Methodology ASD Total Load Defl.(in) 0.381 @ 5'1 1/2" 1 0.496 Passed(U313) -- " Deflection criteria:LL(1.1360)and TL(L/240). " Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. " Bracing(Lu):All compression edges(top and bottom)must be braced at T 7 518"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. + `•� - - .=M• �: ;�;.n:.: ;;; .T`otal '� �"'Avaifablrs^". equired:' s�iipportReactions(Ibs)•, Support s 4.F;. a'(:s'e •to- : .w , rt .. ACC@SSOrI@S ;r, "a•;;a ;"Searing,; :z !?gws Seariiig5„ .ieadf.FloorlRooffSnow• 1 -Stud wall-Spruce Pine Fir 3.50" 3.50" 2.42" 433/1367/0/0 Blocking Stud wall-Spruce Pine Fir 3.50" 3.50" 2.42" 433/1367/0/0 Blocking Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. ;•. .:. 4r. m s�•:.. Location° "Tributary Comments:;Loadss "Width, ;�, gad ;filotlr,Live'° r. i#oof Live. `•N ra:. u,g.1, iM.Vm't'.s'a^::: .'1".• 'M!4°.t a?ad.. s, s .. .. ._.... -.q, s.�. .5. "w.,s.zk:•"jl +•+r :J-« ', .�. �.; ,(11. - _�'At.•r ,. .,.. n K�''j", 0.�•0' .-+� 1.00- t`Aonsnowc'1.25 1:95 1 -Uniform(PSF) 0 to 10'3" 6'8" 12.0 40.0 0.0 0.0 Residential-Living Areas iLEVEL®Notes""' _ - = r: .' �'w;`'= =• :r: {.v `n«. wl ':;5° ..rdt'&'rY:•s: ..�".'t•5k':�*... tea+:•':; '• -�,=f^,.. o StJSI'AINABLEFOkESTkYINn Wrivk iLevel®warrants that the sizing of Its products will be in accordance with iLevel®product design criteria and published design values. iLevel®expressly disclaims any other warranties related to the software.Refer to current ILevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.ILevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator ley"Software Operator Job Notes 12/1/2010 8:25:51 AM Robert Young iLevol(D ForteTM v1.2,Design Engine:V4.12.0.3 1'oungDeslgns LLC (860)908.3509 yngdsns((al..�aol com Page 1 of 1 �]1 Forte MEMBER REPORT Level, BASEMENT BEAM PASSED .ii.�i.1 software 1 piece(s) 1 3/4"x 91/4" 1.9E Microllam®LVL Overall Length 10'3" 0 0 well All Dimensions are Horizontal;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System:Floor Member Reaction(Ibs) 1800 @ 2" 2603 Passed(69%) Member Type: Drop Beam Shear(Ibs) 1426 @ 1'3/4" 3076 Passed(46%) 1.00 Building Use:Residential Moment(Ft-Ibs) 4316 @ 5'1 1/2" 5602 Passed(77%) 1.00 Building Code:IBC Live Load Dell.(in) 0.289 @ 5'1 1/2" 0.331 Passed(U412) -- Design Methodology:ASD Total Load Defl.(in) 0.381 @ 5'1 1/2" 0.496 Passed(L/313) • Deflection criteria:LL(L1360)and TL(U240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at T 7 5/8"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability Supports Total Available Required Support Reactions(Ibs) Accessories Bearing Bearing Bearing Dead/Floor I Roof I Snow 1 -Stud wall-Spruce Pine Fir 3.50" 3.50" 2.42" 433/1367/0/0 Blocking Stud wall-Spruce Pine Fir 3.50" 3.50" 1 2.42" 433/1367/0/0 Blocking Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location Tributary Dead Floor Live Roof Live Snow Comments Width 0.90 1.00 non-sn ow:1.25j 1.15) 1 -Uniform(PSF) 0 to 10'3" 6'8" 12 U 40!; 0.0 Residential-Living Areas ILEVEL®Notes 0 SUSTAINABLE FORESTRY INIFIA7NE iLevel®warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.(Level®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator ,rite'*' Software Operator Job Notes 12/1/2010 8:26:20 AM Robert Young iLevelO Forte"' v1.2, Design Engine:V4.12.0.3 1'oungDeslgns LLC 1860)908-3509 yngdsns@aol.com Page 1 of 1 ,M_ H'Forte MEMBER REPORT Level,BASEMENT BEAM PASSED software 3 piece(s) 1 3/4"x 91/4" 1.9E Microllam®LVL Overall Length:11'9" I + 0 0 �a ^1•„r µ.f^•"^5a:.'a..,'.s•'»%p�'i:�a:e�;: ".n`•4tPY ••u''',...:.K„ma. —,f:�^'i'.;' (��^ *�� n%f','r"^n ;^ �:-,uv,•,•. - „xHti.•• '... w �•.Aa+.e:fps., :!�'•�' e,,w,wyy �� iti. 11'2" All Dimensions are Horizontal;Drawing is Conceptual Desi n Results Actual @ Location.: ' b.Alloied" ; t: � gesuit •;> : ;CUB u gSa' �. System Floor Member Reaction(Ibs) 3745 @ 2" 7809 Passed(48%) -- Member Type Drop Beam Shear(Ibs) 3068 @ 1'3/4" 9227 Passed(33%) 1.00 Building Use Residential Moment(Ft-Ibs) 10385 @ 5'10 1/2" 16806 Passed(62%) 1.00 Building Code IBC Live Load Defl.(in) 0.298 @ 5'10 1/2" 0.381 Passed(U459) -- Design Methodology ASD Total Load Defl.(in) 0.396 @ 5'10 1/2" 0.571 Passed(U346) -- • Deflection criteria:LL(U360)and TL(U240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 11'9"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports' :` `'° °�" -,:• g`r=Total.:'p' �`AVaildble: :Regtiirei!'t -'f,S�upport aeaction `(lb s s):. ` Accessories, "',, N ;•,%t t My s N Beat11>g; � Bearing, a'&iq 1,Flobe l Roof I S604" _ 1 -Stud wall-Spruce Pine Fir 3.50" 3.50" 1.68" 925/2820/0/0 Blocking r- Stud wall-Spruce Pine Fir 3.50" 3.50" 1.68" 925/2820/0/0 Blocking - Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. a, Tributa ,..,,,.�- .. >. ... r.w• • ,w, LoadS- Location' n!: ti �a.; Width" Deadf�,, Fig6ir Liyi. r Roof Cive`fi Snow::': Commenti' 4 u„}'.yYI 'iY� kit'adti.Fi'y•..:+.� Y9.•N,k.n' _ .�`�:` .'.°»S:_!,.t� _ �••�:.. � �t;• 4:00 riori-siicr`r:4�25 r 1.18 m,=`�•`ai:,„,i.'E;_ �';`•,+„:�: 1 -Uniform(PSF) 0 to 11'9" 12' 12.0 40.0 0.0 0.0 Residential-Living Areas tLEVEMNotes - �V. ';". '" ��.t:`"�wx�= =: ..� .,, ::;<� •:::; ,:-:` ,r..<''t., '`•.•. f �.^ <. r••,.. . .. _...:.d3wxi»n"'mac_, .,•W ,,.v..•....,ti�,�•.••s::t*i'-::•..s;'•+• .;.naa;;•,'-.v.'.. (13)SUSIAINABLEFORLSTRYINITIAMA iLevel®warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values. `r iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.[Leve]®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator ,rteTm Software Operator Job Notes 12/1/2010 8:27:12 AM Robert Young iLevel©Forte"' v1.2,Design Engine:V4,12.0.3 YoungDesigns LLC (860)908-3509 yngdsnsCaaol com Page 1 of 1 Forte MEMBER REPORT Level,DECK BEAM PASSED Software 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No.2 OveraN LeVh 10'7" t 0 0 10 a All Dimensions are Horizontal, Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System :Floor Member Reaction(Ibs) 1961 @ 2" 6694 Passed(29%) -- Member Type:Drop Beam Shear(Ibs) 1567 @ 1'3/4" 3746 Passed(42%) 1.00 Building Use:Residential Moment(Ft-Ibs) 4866 @ 5'3 1/2" 5147 Passed(95%) 1.00 Building Code:IBC Live Load Defl.(in) 0.179 @ 5'3 1/2" 0.342 Passed(L/686) Design Methodology:ASD Total Load Dell. (in) 0.221 @ 5'3 1/2" 0.512 Passed(L/555) - • Deflection criteria:LL(U360)and TL(U240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 7'10 13/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. • Dimension lumber analysis is in accordance with 2005 NDS methodology. Su offs Total Available Required Support Reactions(Ibs) pp Bearing Bearing Bearing Dead I Floor I Roof/Snow Accessories Stud wall-Spruce Pine Fir 3.50" 3.50" 1.50" 373/1588/0/0 Blocking Stud wall-Spruce Pine Fir 3.50" 3.50" 1.50" 373/1588/0/0 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location Tributary Dead Floor Live Roof Live Snow Comments Width (0.90) (1,00 (non-snow:1.25) (1.15 1 -Uniform(PSF) 0 to 10'7" 5' 12.0 60.0 0,0 0.0 Residential Exterior Bik oni,:5 iLEVEL@ Notes SU5TAINAM FORE5TW 114mATIVE iLevel®warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values. iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator ite'"Software Operator .lob Notes 12/1/2010 8:46:14 AM Robert Young iLevel®Forte'"' v1.2, Design Engine:V4.12.0.3 YOUngDeslgns LLC (860)908-3509 yngdsns aaol com Page 1 of 1 f Fortd MEMBER REPORT Level,BASEMENT BEAM PASSED i.ftware 3 piece(s) 1 3/411 x 14" 1.9E MicrollamOLVL Overall Length:18!7" 0 0 O All Dimensions are Horizontal;Drawing is Conceptual System Floor Member Reaction(Ibs) 6067 @ 2- 7809 Passed(78%) Member Type Drop Beam Shear(lbs) 5115 @ 1-5 1/2' 13965 Passed(37%) 1.00 Building Use Residential Moment(Ft-lbs) 27185 @ 9'3 1/2' 36387 -Passed(75%) 1.00 Building Code IBC Live Load Defl.(in) 566 @ 9'3 1/2- 0.608 [Lass d(1-1387) -- Design Methodology ASD ITotal Load Defl.(in) HO..759 @ 9'3 1/2' 0.913 Passed(L/288) • Deflection criteria:LL(U360)and TL(U240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 1 V8 1/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. W."' 'Ri"i al squired..: 4fS60ii6rtR6i6tloniQbi)," SUP0814S ot t. rz.Availl Ac6essorlei in fki�r/Roof fSriciW 1 -Stud wall-Spruce Pine Fir 3.50" 3.50" 2.72" 1.545/4522/010 Blocking Stud wall-Spruce Pine Fir 3.50" 3.50" 2.72" 1545/4522/0/0 Blocking - Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. iry-- Lo'ads.."' Location ea "'0 F orl 9 d6mments- Width-`-" on4Z 9.25) I-Uniform(PSF) 0 to 18'7" 12'2" 12.0 40.0 0.0 0.0 Residential-Living Areas E. iLEVELO Notes SUSTAINABLE FORLSM INITLAFIVE iLevelO warrants that the sizing of Its products will be In accordance with ILeveI@ product design criteria and published design values. it-evelt expressly disclaims any other warranties related to the software.Refer to current lLeveI8 literature for installation details. (www.!Level.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.lLevel(D products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator rtel Software Operator Job Notes 11/3012010 10:45:51 PM Robert Young iLevel(D FortQTM 0.2,Design Engine:V4.12.0.3 YCLingDesigns LLC (860)908-3509 yngdsnsg.aol com Page 1 of 1 Forte MEMBER REPORT Level,DINING ROOM OPENING PASSED software 2 piece(s)2 x 10 Spruce-Pine-Fir No. 1 /No. 2 Overall Length:8'7" 0 0 - •'- .;>-'.. -.,• "`..` �3TSd wig• " -''r."+ - - 8'4" All Dimensions are Horizontal;Drawing is Conceptual Design Resultsr "-Actual' ocation i.ol .: system Wall Member Reaction(Ibs) 1352 @ 0 1913 Passed(71%) -- MemberT ype Header on Trimmer Shear(Ibs) 1070 @ 10 3/4" 2498 Passed(43%) 1.00 Building Use Residential Moment(Ft-Ibs) 2901 @ 4'3 1/2" 3431 Passed(85%) 1.00 Building Code IBC Live Load Defl.(in) 0.097 @ 4'3 1/2" 0.286 Passed(U999+) -- Design Methodology ASD Total Load Defl.(in) 0.139 @ 4'3 1/2" 0.429 Passed(U742) -- • Deflection criteria:LL(U360)and TL(U240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 8'7"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. • Dimension lumber analysis is in accordance with 2005 NDS methodology. r' � ale" tuie �'," ' `SupportReactions'(bs). otatSuPPOrt Fe ~r'" :: - Bearing;'` r desiring Bearirty, ` Qei_dlFlooHRoof?Snow` Accessories Trimmer-Spruce Pine Fir 1.50" 1.50" 1.50" 4081944 10 10 None rnmmer-Spruce Pine Fir 1.50" 1.50" 1.50" 408 1944 10 10 None 1 1"rltiuta i '`f. F Loads Location,' Width °De dr`: w Live iie w , e ASnavlrM- i.Wind'". Seismic,:. Comments: _...iv da (t.uo) • Y;�.. 1 -Uniform(PSF) 0 to 8'7" 7'4" 12.0 30.0 0.0 0.0 0.0 0.0 Residential-Sleeping Areas (LEVEL®Notes: . •. :t „�; > �,.<« _v"•• :.rmsLR.,.x...v-" -�:'•r:•,�'+w+tisK`+ -. =.,.."� m<rx%r:.« •;,�..�..:^•:":'% :, (lj)SUSTAINABLE FORESTRY INITIATIVE iLevel®warrants that the sizing of its products will be in accordance with(Level®product design criteria and published design values. iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www-iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.ILevele products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator rteT"Software Operator Job Notes 12/1/2010 5:09:36 PM Robert Young iLevel-Forte TM v1.3,Design Engine:V4.13.0.2 Young Designs LLC (860)908-3509 yngdsnsln aol.com Page 1 of 1 - - Forte MEMBER REPORT Level,FAMILY ROOM BEAM PASSED software 2 piece(s) 1 3/4"x 91/4" 1.9E Microllam@ LVL Overall Length:18'7" f + 0 0 .J.+.� :y,..,eJ..%• y..lR':.�:?. ... `�0`W'4'�d'Zv�:i _w.xu, ; :.�r - %�'• 'v`?''mil; .'.,L,•4.BF?,�„ ...p„w+x1•,:Ldw�. y^!>.+, All Dimensions are Horizontal;Drawing is Conceptual Design Res sActual@ n tl`< . RResui4'.' 4 x LQF,,°... System Floor gn UItS Member Reaction(lbs) 854 @ 2" 3347 Passed(26%) -- Member Type Flush Beam Shear(Ibs) 765 @ V 3/4" 6151 Passed(12%) 1.00 Building Use Residential Moment(Ft-Ibs) 3869 @ 9'3 1/2" 11204 Passed(35%) 1.00 Building Code IBC Live Load Defl.(in) 0.351 @ 9'3 1/2" 0.456 Passed(U624) -- Design Methodology ASD Total Load Defl.(in) 0.543 @ 9'31/2" 0.913 Passed(U403) -- • Deflection criteria:LL(U480)and TL(U240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 18'4 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. M' `x�,.,.a.r Tatat". 'gvtitattFe Requtredi :Suppoirt Reactlans(Itis :1= Supports ;r, _ . ; --, Beari ): Accessories r" ;=' rtgR-' Beaiitl ='Bearing r n"DeadlF.loo !Roof/Snow; 1 -Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 305 1558/0 10 1 1/4"Rim Board Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 305 1558 10 10 1 1/4"Rim Board • Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. R.KJ, Tributary- Loads Floori. r��Roaf<:'X� �ri - s Loads. •4•. ' : .x �M ,.4...- Location: _ .'.Width. ";`Dead° °Give: d; ;>:tve ` ;. ,Snotiv?, =,1Mnd"., ''Seismic` Comments •i Y - x, e ;� a..,G...-a�?m.n•. a.a., i:v- A 'i,., " (A.90) M (t.flll) non snow:t 2S) ;(1:1S) (7.80) (1.6fJ) 1 -Uniform(PSF) 0 to 18'7" 2' 12.0 30.0 0.0 0.0 0.0 0.0 Residential-Sleeping Areas ILEVEL@Notes':.:`: r- %¢ ....... ,.. :.a :. 3 ' ,,eM,_.-•�° < ,.e j=N. .�,,.r.s,...:a•,`s.,+.,.'';."' fit+";;:;:W" i:' :?<t,-•� R..w,.:.' .:n:._.u',�.- ;,L:',;��•: /� •`�;;e'`• ..'. ,'-".�:;?. ., .. -a,..s,,.b•>..;xw".i:.;..,",,.•c.,,r .. ..;�;;�r�.. (l�SUSTAINABLE FORESTRf INITIATIVE iLevel®warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values. y iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application°input design loads,dimensions and support information have been provided by Forte Software Operator ,rteTM Software Operator Job Notes 12/1/2010 5:04:38 PM Robert Young iLevel®Forte^"v1.3,Design Engine:V4.13.0.2 Young Designs LLC (860)908.3509 yngdstisrn aol.com Page 1 of 1 - 'Forte MEMBER REPORT Level,FIRST FLOOR HALL BEAM PASSED software 2 piece(s)2 x 10 Spruce-Pine-Fir No. 1 /No.2 OveraA Length:6 9" 0 0 -x„.7_ '�,.�.Z',.fir; y.,_�:a..�"^,,:?»• ..rc-3:k»'f '•`;:,(c;.f;,'»-.e,;t» •; - m- ' 6 2" All Dimensions are Horizontal;Drawing is Conceptual Design Results". '_"Actual C tion ~'" : 'b`M w system Floor g @ ota ;µAllowed, ; Resul# LDF°: Member Reaction(Ibs) 1464 @ 2" 2869 Passed(51%) -- Member Type Flush Beam Shear(Ibs) 1169 @ V 3/4" 2498 Passed(47%) 1.00 Building Use Residential Moment(Ft-Ibs) 2420 @ 2'7 7/16" 3431 Passed(71%) 1.00 Building Code IBC Live Load Defl.(in) 0.043 @ 3'3 9/16" 0.160 Passed(U999+) -- Design Methodology ASD Total Load Defl.(in) 0.063 @ 3'3 9/16" 0.321 Passed(U999+) -- • Deflection criteria:ILL(U480)and TL(U240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 6'6 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. • Dimension lumber analysis is in accordance with 2005 NDS methodology. SO,ports"'., `, Total.z,xr Available " `Regi,itreil, SUP rt Reactions(Itis) P . -" Accessories. Bearlrig,. ;Bearing"`" IM8 (Floor/Roof/Snow:l 1. :.r T Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 460 11036 10 10 1 1/4"Rim Board Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 388 1884 10/0 1 1/4"Rim Board • Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. . ' ' '�:1. *es>.'�•r»r'.a,f5• _ t tix .o+nr.,:,,,•u+ RoTribufa` oi Fl Lti � r"-Wind , Loads. Location- a,Width Seismic� tmen '•.- :. s _, .. 1-Uniform(PSF) 0 to 6'9" 7'2" 12.0 30.0 0.0 0.0 0.0 0.0 Residential tlSleeping Areas 2-Point(lb) T 4" N/A 221 468 0 0 0 0 iLEVELO Notes' T ;; _ >3 :;}� . ;�.� "v: .. ,m .y ,�,`; . :,.- ,::.�.-"^:. ='=. �.. -.`..'.'`:.-,.. ...:'i , . •..,� �'r� "�"Wrii:.k:+."�i?'•'+' `ix q.•;':.. ASUSIAItJA6lE FC1Rf5TKlf INI11A71VE iLevel®warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values. iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for Installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support Information have been provided by Forte Software Operator irte T"Software Operator Job Notes 12/1/2010 5:15:26 PM Robert Young iLeveM ForteT'"v1.3,Design Engine:V4.13.0.2 Young Designs LLC (860)908-3509 yngdsnsCaoi,com Page 1 of 1 Forte MEMBER REPORT Level,GARAGE BEAM PASSED software 4 piece(s) 1 3/4"x 24" 1.9E Microllam®LVL Overall Length:20'7" 0 0 Y M. © CY All Dimensions are Horizontal;Drawing is Conceptual Design Results Actual @ Locaticr ` >Allowed±';.' v,'i; .'Resin `__;'. I.DF: System Floor Member Reaction(Ibs) 8073 @ 2" 10413 Passed(78%) -- Member Type Drop Beam Shear(Ibs) 6275 @ 2'3 1/2" 31920 Passed(20%) 1.00 Building Use Residential Moment(Ft-Ibs) 40207 @ 10'3 1/2" 132502 Passed(30%) 1.00 Building Code IBC Live Load Defl.(in) 0.175 @ 10'3 1/2" 0.675 Passed(L/999+) -- Design Methodology ASO Total Load Defl.(in) 0.223 @ 10'3 1/2" 1.013 Passed(L/999+) -- • Deflection criteria:LL(U360)and TL(U240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 20'7"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Su OItS, k, "n�",: - otal" o Avaliabie ;Required F Support Reactions(Itis). -' pP ,s: Bearings ,)Pear ":i3eari ' bead oor!Roo /Snow Accessories` a_ ;.: ..;.;.. ._ 1 -Stud wall-Spruce Pine Fir 3.50" 3.50" 2.71" 1743/6329/0/0 Blocking 2-Stud wall-Spruce Pine Fir 3.50" 3.50" 2.71' 1743/6329/0/0 Blocking Slocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. '".0 ,. .✓'Pa, ..y .'b.:;. rA.',',F'..-.'ud .,ita.. y�ppy .YSv a..CIS ,w+oit.S3:""y.> yif l':4;Sy:. . - Y'M'.. Tnbuta'ry: ---=;aim.:;;",,... Widt ; i1e',ail' -`;;:� :, F W9nifFM „i. Loads w Location ilia:ram: Llve «Snow. Comments (0.90)� ;(1.00)A'm:' {nnn snow:`12s) •,: ji15 W 4.ti0 1.6, 1 -Uniform(PSF) 0 to 20'7" 10'3" 12.0 60.0 0.0 0.0 0.0 0.0 Residential-Living Areas iLEVELO Notes'. - r z.-,: ;`' ''.;ia�' i•; r ' 1. _ «:»: ._ suswNA9LE FORESTRY INrrIATNE i:ru -w..i' ..i4, y.•:: ^,'•:aa• ,. ..s^.- .. -r.,. _.....,iµ. :' .'_ ,, ,. ... .., fe iLevel®warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values. iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator 'tel"Software Operator Job Notes 12/1/2010 5.53:09 PM ,.obert Young iLevel@ Forte'v1.3, Design Engine:V4.13.0.2 Young Designs LLC (860)908-3509 yngdsns@aol.com Page 1 of 1 I, Forte MEMBER REPORT Level, GARAGE DOOR BEAM PASSED software 2 piece(s)2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Overall Length 9 3" 0 0 9' _ I, All Dimensions are Horizontal:Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System:Wall Member Reaction(Ibs) 273 @ 0 1913 Passed(14%) Member Type:Header on Trimmer Shear(Ibs) 220 @ 10 3/4" 2498 Passed(9%) 1.00 Building Use: Residential Moment(Ft-Ibs) 631 @ 4'7 1/2" 3431 Passed(18%) 1.00 Building Code:IBC Live Load Defl.(in) 0.024 @ 4'7 1/2" 0.308 Passed(U999+) - Design Methodology:ASD Total Load Defl.(in) 0.035 @ 4'7 1/2" 0.463 Passed(U999+) - • Deflection criteria:LL(U360)and TL(U240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 9'3"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. • Dimension lumber analysis is in accordance with 2005 NDS methodology. Total Available Required Support I Bearing Bearing Bearing Dead I Floor 1 Roof/Snow Accessories Trimmer-Spruce Pine Fir 1.50" 1.50" 1.50" 88/185 i 0/0 None Trimmer-Spruce Pine Fir 1.50" 1.50" 1.50" 88/185/0/0 Nonc Tributary Floor Roof Loads Location Width Dead Live Live Snow Wind Seismic Comments (0,90) (1,00) tnon-snow:1.25) (1.15) (1.60) (1.60) 1 -Uniform(PSF) 0 to 9'3" 1' 12.0 40.0 0.0 0.0 0.0 0.0 Residential-Living Areas (LEVEL®Notes SUSTAINABLE FORESTRY INITIATIVE iLeveft warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values. iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Jrte11 Software Operator Job Notes 12/1/2010 6:02:15 PM Robert Young iLevelt ForteTm 0.3,Design Engine:V4.13.0.2 I Young Designs LLC (860)908-3509 yngdsns!@aol.com Page 1 of 1 f I Forte MEMBER REPORT Level,KITCHEN/PANTRY BEAM PASSED scstware 2 piece(s) 1 3/4"x 91/4" 1.9E Microllam@ LVL Overall Length:12 7" t t 0 0 All Dimensions are Horizontal;Drawing is Conceptual Desi n Results" Actuate Location✓ y`Allow .`� d%'•M •' System FI 9 @ ed �>. 'Resutt�;""-" 'LD>~�� oor ro. Member Reaction(Ibs) 1874 @ 2" 3347 Passed(56%) -- Member Type Flush Beam Shear(Ibs) 1584 @ 1'3/4" 6151 Passed(26%) 1.00 Building Use Residential Moment(Ft-Ibs) 5683 @ 6'3 1/2" 11204 Passed(51%) 1.00 Building Code IBC Live Load Defl.(in) 0.257 @ 6'3 1/2" 0.306 Passed(U571) -- Design Methodology ASD Total Load Defl.(in) 0.371 @ 6'3 112" 0.613 Passed(U396) -- • Deflection criteria:LL(U480)and TL(1-1240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 12'41/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports : : 9 ° Totat.fir °yAvailable`;;- Requireii -'Support Reactions(tbs)` 4" Beari ;13earfn ;k n Accessories Dead!Floor I Roo#I now; 1 -Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 584 1132110 10 1 1/4"Rim Board Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 584/1321/0 10 1 114"Rim Board • Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. 7r)tiutary; �F,Itao . .'•��< •<;-r�,��' �.' LaadS Location "Wldth ;.>]�®ad 'l ve ";.1_ive" "" k; ''.Winn Snow`,•` ,:€ ,Seismic- Comments` {ot;'b)•� ?�a:ooja inon�rrovwt.zsj "�'f.tsj.'; �;��1.so)r 1 -Uniform(PSF) 0 to 12'7" 7' 12.0 30.0 0.0 0.0 0.0 0.0 Residential-Sleeping Areas 1LEVEL@.Not®s -'_.tmk - ^Awx ix 'ut^.' :vtY� :a,pi^'fig.;':i mva :;= y rs?^r ,Y•':..,.. [ljJ SUSTAINABLE FORESTRY INITIATIVE iLevel®warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values. iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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 thls calculatlon is compatible with the overall project.iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator %)rteTM Software Operator Job Notes 12/1/2010 5:21:35 PM Robert Young iLevel@ ForteTTM v1.3,Design Engine:V4.13.0.2 Young Designs LLC (860)908-3509 yngdsns!^aoLcom Page 1 of 1 i r:JT-_11Forte MEMBER REPORT Level,KITCHEN BEAM PASSED software 3 piece(s) 1 3/4"x 11 1/4" 1.9E Microllam®LVL Overall Length:I 3" 0 0 15 8" x All Dimensions are Horizontal;Drawing is Conceptual Design Results ;Actual@Location; 'Ai tot+red . 'Result -"'1: System Floor Member Reaction(Ibs) 2644 @ 2" 5020 Passed(53%) -- Member Type Flush Beam Shear Ibs 229 '2 0 ( ) @ 11222 Passed(20/o) 1.00 Building Use Residential Moment(Ft-Ibs) 11100 @ 8'7 1/2" 24206 Passed(46%) 1.00 Building Code IBC Live Load Defl.(in) 0.342 @ 8'7 1/2" 0.423 Passed(U593) -- Design Methodology ASD Total Load Defl.(in) 0.506 @ 8'7 1/2" 0.846 Passed(U401) -- • Deflection criteria:LL(U480)and TL(U240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 17'112"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. :a, .total eAvailabie ` "Requrred r n`Suppoit Reatitions(Ibs Stipporls E;? :_' M t ). Accessories ,.;j ., Seartilg..i ",;Bearing < Sear r Dead 1 Floor i Roof 1 Snow v �9 a 1 -Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 863 11811/010 1 1/4"Rim Board Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 863 1181110/0 1 1/4"Rim Board Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. 'i.' Tributa` ":'i;•;`- .V Flaori.". }+. *e «•. Loads Location Width=` "�� 7'"�x;s Daadfi "Live' Live'' .: wSriow �aWUid :seismic- Comments",; (nonanori^.'�25) ,�(1:151 ` " ,(1.soit :.s(1.60) - w 1 -Uniform(PSF) 0 to 17'3" 7' 12.0 30.0 0.0 0.0 0.0 0.0 Residential-Sleeping Areas iLEVEL@ Notes . .. �; ;Lx; ,..,,�w,, �� , .w>A.:. ;K"; r.; `,-r '; `..,'»;d "r.'w;t SUSTAINABLE . FORESTRY INITATIVE iLevel®warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values. iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.ILevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator .,rtel"Software Operator Job Notes 12/1/2010 5:17:55 PM Robert Young iLevel®ForteTM 0.3,Design Engine:V4.13.0.2 Young Designs LLC (860)908-3509 yngdsns@aol.com Page 1 of 1 Forte MEMBER REPORT Level,LIVING ROOM OPENING PASSED software 2 piece(s)2 x 8 Spruce-Pine-Fir No. 1 /No.2 Overall Length:6'3" 0 0 N's 0 All Dimensions are Horizontal;Drawing is Conceptual Design Resiiits FActual.,�1`ocatiori w uRsu ` L System Wall Member Reaction(Ibs) 958 @ 0 1913 Passed(50%) -- Member Type Header on Trimmer Shear(Ibs) 734 @ 8 3/4" 1958 Passed(38%) 1.00 Building Use Residential Moment(Ft-Ibs) 1497 @ 3'1 1/2" 2300 Passed(65%) 1.00 Building Code IBC Live Load Defl.(in) 0.055 @ 3'1 1/2" 0.208 Passed(U999+)AHEI Design Methodology ASD Total Load Deft.(in) 0.079 @ 3'1 1/2" 0.313 Passed(U951) • Deflection criteria:LL(L/360)and TL(5116"). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 6'3"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. • Dimension lumber analysis is in accordance with 2005 NDS methodology. Su" t)rtsbp ,SuppoitReact'rons"Ibs `° P .•. ._ C ?,;':' Acc®ft ssories' _ Bearing:° Bearirig; Beaiing .: .Dead t Floor 1 Roof 1 Snow Trimmer-Spruce Pine Fir 1.50" 1.50" 1.50" 286 1672 10/0 None Trimmer-Spruce Pine Fir 1.50" 1.50" 1.50" 286/672 10/0 None Tributary: :,•: r Roof.ar.^ :" �,..._. ...a. .. [roads L"ocatior►- t id , �•.. `,, .,z ram:+.~Live��'a �c ,1� :; W eh. Deaet,. Live'', ,�- Snow •;,Wind r Seismic Comments 1 -Uniform(PSF) 0 to 6'3" 7'2" 12.0 30.0 0.0 0.0 0.0 M 0.0 Residential-Sleeping Areas il.EYELS Notes. %<:: - - -: .t_ ':.��'r, -�.wr•?,;,���;�u,,,,,r �.�.��,;,_ Y•=.A;:-;,.,���..,�s� �. .. . .., , /� ., ...''� -•'..,�>>�.::<. .''.. R>8r;3:-p;f,...;:._=...:,::.:E� :a-»:.,..:`-'r."`.c:`.::•e.Ysai.vs:'... air::,.;9--!'z°6i,-.:`�'``�;"r-•;;':'�;�-�•p' (tjJSUSTAINABLE FORESTRY INITIATIVE iLevel®warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values. {' iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.(Level®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator arte'"Software Operator Job Notes 12/1/2010 5:11:58 PM Hobert Young iLevel®ForteTm 0.3,Design Engine:V4.13.0.2 Young Designs LLC (860)908-3509 yngdsns(n)aol.com Page 1 of 1 Forte MEMBER REPORT Level,MASTER SUITE HALL BEAM PASSED software 2 piece(s) 1 3/4"x 91/4" 1.9E Microllam®LVL Overall Length:IT 1" 0 0 Q All Dimensions are Horizontal;Drawing is Conceptual Design Results. 'Acttiat IbwedM " '"` r _ y Floor 9 r @Location: ,'mAl - ,>:Resuk ==. j;LDF=: System Member Reaction(Ibs) 1431 @ 2" 3347 Passed(43%) -- Member Type Flush Beam Shear(Ibs) 1218 @ 1'3/4" 6151 Passed(20%) 1.00 Building Use Residential Moment(Ft-Ibs) 4517 @ 6'6 1/2" 11204 Passed(40%) 1.00 Building Code IBC Live Load Defl.(in) 0.191 @ 6'61/2" 0.319 Passed(U801) -- Design Methodology ASD Total Load Defl.(in) 0.318 @ 6 6 1/2" 0.637 Passed(U481) -- • Deflection criteria:LL(U480)and TL(U240). • Design results assume a fully braced condition where all compression edges(top and bottom)are property braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 12'10112"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Su OrtS= ;;; e' ? :Totat: .;s ='llvaifabta ,, .Required:", ',•SupportReac ns.(Ibs)rv,;: PP :$"` f° - Beai3rig' F Beaiog',`- "Baap� 'Dead 1.Floor7 Roof 1 Snow,:: Aocessories 1-Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 5811872 10 10 1 1/4"Rim Board Stud wail-Spruce Pine Fir 3.50" 2.25" 1.50" 5811872 10 10 1 1/4"Rim Board • Rim Board is assumed to carry all loads applied directly above It,bypassing the member being designed. �:J Tributan� FIOOr "1200f'avwie" 4, w.ii �., ^. ". •J: "�'"'..."...'�.. • ::Y"=' i,+w.xaa.r:tR'rJ.r .P..r.n,'.. Loads' Location" :Wtdth- Dead."w „Live ,-;.Live':, '"Snow s` Wind:i :Seistriic.; Comments. •. '`; ,s:k�r .hy:{0.90}�"'w (1.60)�." (oesi,SVM2s) ",�w(1.15)`'` `•`�'±a1.60)` �(1.60)�' 1 -Uniform(PSF) 0 to 13'1" 6'8" 12.0 20.0 0.0 0.0 0.0 0.0 Residential-Living Areas f.»:%`=s.:s.» ..,s L r,^.:KK «v aw,fim:. .: .:•.w.. /\ SUSTAINABLEfORSTRY E INITIATIVE iLevel@ warrants that the sizing of its products will be In accordance with iLevel®product design criteria and published design values. iLevel@ expressly disclaims any other warranties related to the software.Refer to current iLevel@ literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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,iLevele products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support Information have been provided by Forte Software Operator ort,,T' Software Operator Job Notes 12/1/2010 6:36:18 PM Robert Young iLevel@ ForteT"'v1.3.Design Engine:V4.13.0.2 Young Designs LLC (860)903-3509 yngdsns@aol.com Page 1 of 1 •Forte MEMBER REPORT Level,Root Flush Beam PASSED software 1 piece(s) 1 3/4"x 11 1/4" 1.9E Microilam@ LVL Member Cut Length:27"2 5V ° o 12 i.a RN s,gv?°b. �A v,y""=TS i+�• ...x et.yt�•i: 12F_ a All Dimensions are Horizontal;Drawing is Conceptual Design Results: 5.Acival 6 Location- Allowed °' "mow Resuit=;, ;M:DF 7` System Roof Member Reaction(Ibs) 594 @ 2" 2603 Passed(23%) -- Member Type Flush Beam Shear(Ibs) 533 @ 17'7 9/16" 4302 Passed(12%) 1.15 Building Use Residential Moment(Ft-Ibs) 2660 @ 9'3 1/2" 9279 Passed(29%) 1.15 Building Code IBC Live Load Defl.(in) HO 452 @ 9'3 112" 0.860 Passed(L1685) -- Design Methodology ASD Total Load Defl.(in) 825 @ 9'3 1/2" 1.290 Passed(1-1375) EF -- Member Pitch:12/12 • Deflection criteria:LL(U360)and TL(U240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 16'515116"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. .:TotaF . Supports a :I.> `Av'attatiie ~ A Requirsc!' --,.-'Support Reactions fibs); = pp r°" rw {Bearin C. BeariBearin" t3ead'lFloortRoof Snow Accessories'; 1 -Beveled Plate-Spruce Pine Fir 3.50" 3.50" 1.50" 269/0/0/325 Blocking 3eveled Plate-Spruce Pine Fir 3.50" 3.50" 1.50" 269/0/0/325 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributa .> cke.i' f, :. rY- �,;�.,. =Floor � ,.s�; Load _Txrt� _-#R.� }, ,..:.,, S• Location Wldtlt% t)eed� ; w Live iLive.1_.�k D.Snow :;x;Wind Seismic' ComrneIn `�+'. wl4y:.'r .a, 4-K.:. t'.v ..t ns+�.r.•y-A'l.Y. N'.✓.m. u1 (non-snow;1.25) ""•-{1.15r?< {1.BD)'"" `;,:(1.60) " 1 -Uniform(PSF) 0 to 18'7" 1' 15.0 0.0 0.0 35.0 0.0 0.0 Snow iLEVEL®Notes a.. �; .... .. : F,` _. :_. - „n, r•..._„.;, e.�r.- ':.. -'::.au:,.. %%`'- ,�;'.:,,._,...r ass; -.^ ^';=.....:e.^ ,:.w'.:.;. »�,:. �_.,"»�:,•,_�. /� +•� ^��." '~" <^ '�V ,.� SUSTAINA3LE FORESTRY INITIATIVE iLevel®warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values. `t iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support Information have been provided by Forte Software Operator orteI*Software Operator Job Notes 12/1/2010 6;47:19 PM Robert Young iLevelg ForteT"0.3,Design Engine:V4.13.0.2 Young Designs LLC (860)908-3509 yngdsnsraol.com Page 1 of 1 Forte MEMBER REPORT Level,second floor balcony beam PASSED software 3 piece(s) 1 3/4"x 11 7/8" 1.9E Microllam®LVL Overall Length:18'7" 0 0 M 10 a All Dimensions are Horizontal;Drawing is Conceptual Design Results Actual Coca#ion:'' At s�` *``- LDF,.,:^ System Floor 9 @ ems.. loiwei') ter. Result .` " r Member Reaction(Ibs) 3735 @ 2" 5020 Passed(74%) -- Member Type Flush Beam Shear(Ibs) 3257 @ 1'3 3/8" 11845 Passed(27%) 1.00 Building Use Residential Moment(Ft-Ibs) 16926 @ 9'3 1/2" 26772 Passed(63%) 1.00 Building Code IBC Live Load Defl.(in) 0.456 @ 9'3 1/2" 0.456 Passed(U480) -- Design Methodology ASD Total Load Defl.(in) 0.762 @ 9'3 1/2" 0.913 Passed(U287) -- • Deflection criteria:LL(U480)and TL(U240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability, • Bracing(Lu):All compression edges(top and bottom)must be braced at 17'15/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Total 4 Ava)(abFe °R u6d- ' Sujapo R^ Supports :. f rE' eactPotis ills},;' <; Bearirig,e Bearing;, 8aaring., ,Dead f Moor/Raof!Snow; Accessories 1 -Stud wall-Spruce Pine Fir 3.50" 2.25" 1.67" 1515/2261/0/0 1 1/4"Rim Board Stud wall-Spruce Pine Fir 3.50" 2.25" 1.67" 1515/2261/0/0 1 1/4"Rim Board • Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. t. Tributary: ,ry, ,: Floor •�. '"� �'�_" _ ' WidthY "" Loads :Location: Dead _, Live _ t,[ive° �I, s Snotu " Wind ;Seismic' Comments a. ., „ (0.90j (1.t10) x (nori snow:!25ya-(1.15).,- .:�(1.60).,, ?"'(1.60)3^ "•, ^ 1 -Uniform(PSF) 0 to 18'7" 12'2" 12.0 20.0 0.0 0.0 0.0 0.0 Residential-Living Areas -i; ;., .�,^`,r tiara;:':;: �•�-.,,'. _.:?� .,..a:+„+,^%�rc'n�-,'.'=+'^:Nlwz:...,,s'riaF r f%"'e:^"^"c;.��_.era?.%;�ca..--...•...`;'y„ (IS)SUSTAINABLE FORESTRY INITIATIVE iLevel®warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values. iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator .rteT"Software Operator .lob Notes 12/1/2010 6:33:56 PM Robert Young iLevelS Forte"m v1.3,Design Engine:V4.13.0.2 Young Designs LLC (1960)908-3509 yngdsns@aof.com Page 1 of 1 Forte MEMBER REPORT Level,SECOND FLOOR STAIR BEAM PASSED software 2 piece(s)2 x 8 Spruce-Pine-Fir No. I No. 2 Overall Length 9'11" 0 0 9'4" All Dimensions are Horizontal;Drawing is Conceptual Design Results'. , :' "Actual @ Loc&[6ir' r:r;Atloweii =' "'Results '°"" LDF ' System Floor Member Reaction(Ibs) 648 @ 2" 2869 Passed(23%) -- Member Type Flush Beam Shear(Ibs) 542 @ 10 3/4" 1958 Passed(28%) 1.00 Building Use Residential Moment(Ft-Ibs) 1533 @ 4'11 1/2" 2300 Passed(67%) 1.00 Building Code IBC Live Load Defl.(in) 0.114 @ 4'11 1/2" 0.240 Passed(U999+) -- Design Methodology ASD Total Load Defl.(in) 0.190 @ 4'11 1/2" 0.313 Passed(U605) -- • Deflection criteria:LL(U480)and TL(5116"). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 9'8 1/2'olc unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. • Dimension lumber analysis is in accordance with 2005 NDS methodology. `. =- ^Total,_ ' Avail& "Re ,„Support Reactions(Ibsj " Supports : , FMB- Accessorie "r ;<. ::.' = `"F'?- : ;S;Bearing r r,Bea�#ng" : earing•,;,: �.C1ead J Floor/Roofl,Snow, s Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 265/397 10 10 1 1/4"Rim Board Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 265/39710 10 1 1/4"Rim Board • Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. aY b.< ..Wrs` Y4' rr� �i'1,, ✓ee:.3R -•.WlR...tSaa'i. %'i4e�..'�:"` Triiiutary, Floor.: °goof, Loads_.;. Location Width"'* Deed ""Live +� l:iv _ { e• '.: Sriaw_ Windl;�' `Sei nic- Comments I.00 1 -Uniform(PSF) 0 to 9'11" 4' 12.0 20.0 0.0 0.0 0.0 0.0 Residential-Living Areas ILEVEL®Notes .�' rv�r` ;t; ';xw 'Xe"".='W"`""� •s"r^x,�.P'r€,m+.,:svJ%�?�"�-�;^r'�;�,:rr`„"ra„vc":,,-»:,s;.`- n SUSTAINABLE FORESTRY INITIATIVE iLevel@ warrants that the sizing of its products will be in accordance with iLevel@ product design criteria and published design values. iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.iLevel@ products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator irte'"'Software Operator Job Notes 12/1/2010 6:43:12 PM Robert Young !Level®Forte"m v1.3,Design Engine:V4.13.0.2 Young Designs LLC (860)908-3509 yngdsns@aol.com Page 1 of 1 ja 1 Forte MEMBER REPORT Level,STAIR BEAM PASSED software 1 piece(s) 1 3/4"x 91/4" 1.9E Microllam@ LVL Overall Length:16 7" 0 0 15' All Dimensions are Horizontal;Drawing is Conceptual Design Results`' Actu'a#@"Loc(f�"i_° iioweif "" �`r'v LOP x System Floor Member Reaction(Ibs) 680 @ 2" 1673 Passed(41%) -- Member Type Flush Beam Shear(Ibs) 595 @ 1'3/4" 3076 Passed(19%) 1.00 Building Use Residential Moment(Ft-Ibs) 2572 @ 7'9 1/2" 5602 Passed(46%) 1.00 Building Code IBC Live Load Defl.(in) 0.346 @ 7'9 1/2" 0.381 Passed(L/529) -- Design Methodology ASD Total Load Defl.(in) 0.510 @ T 9 1/2" 0.762 Passed(U359) -- • Deflection criteria:LL(1-1480)and TL(1-1240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 14'3/8"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. . Y: `R Total"�" '-Avaifabie�. ''Re(jiiieitl5iippoitReactions Ibs Supports3. . ' " - Accessories ;", "Ing ;Bea�lt7g; .,�eailtag;„,� npead!.Floor 1 Roof t;Snow= 77 1 -Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 221 14681010 1 1/4"Rim Board Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 2211468/010 1 1/4"Rim Board Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary FIOOr R001 Loads r Location Width Dead n: :L Irre�" i `L)ve , ' SnowM y�FWind. Seismic Comments. �. : :7i.00) (noirXMSwE t 2Sj 11.15)" 6"(1.60) 1 -Uniform(PSF) 0 to 15'7" 2' 12.0 30.0 0.0 0.0 0.0 0.0 Residential-Sleeping Areas ' :o' e« :a. ....-4 Y..4.,-,ei+.m• eF,'.u':a« .«,.Y9t.,w'F a...;t�'e....t,'.:'","""" 'Fa..rvar'.w•s..;,•.: , !LEVEL@ Notes• - ,:r __„;.c..,:3a; ,: ;,,;�:, s,• ,r..- .," v SUSTAINABLE FORESTRY INITIATIVE iLevel®warrants that the sizing of its products will be in accordance with!Level®product design criteria and published design values. iLevel@ expressly disclaims any other warranties related to the software.Refer to current Level®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator AeI"Software Operator Job Notes 12/1/2010 5:06:44 PM Robert Young iLevel@ Forte M v1.3,Design Engine:V4.13.0.2 Young Designs LLC (860)908-3509 yngdsns@aol corn Page 1 of 1 c 01.,'A►tlMf.N7'UfiC1S1()N APPLICATION FOR IJVACPERMI"i -- Application is hereby TOWN OF SOUTH WINDSOR r1=RR11 1 BUILDING DEPARTMENT I iODOt� APPROVED 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg- Permit N to Ra ��- Appiication must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 1 er Fcr K�� 3� Over S 1,000= Street No. Street Lot No. $15.00 per$1,000 or any traction thereof Tenant Designation Apt. No. APPLICANT ADVANCED Heating & Air Conditioning, Inc. APPLICANT ADDRESS . 701 Nutmeg Rd. No South Windsor CT 06074 APPLICANT PHONE- # (8 6 0 ) 2 8 2—0 2 0 5 OWN S Fq OWNER /�/Q /��j u !1,e-Ar-e r'S OWNER ADDRESS - — O OWNER PHONE C ESTIMATED COST - �} x IS THIS A CONTRACT C'OS"1"7 4k I I I I NCI OSI*I)c '2 l) � �'O k ( (l 1 , APPLICATION FOR HVAC PERMIT (Continued from reversr sid: F PE OF SYSTEM: 'TYPE OF BUILDING: ,�rFIEATING *;!I-RESIDENTIAL -�J".A/C Cl COMMERCIAL Z) VENTILATION 0 INDUSTRIAL HE.-\TING ��r?D A 0 STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT _ 0 HYDRONIC AL WARM AIR 0 UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION', TOTAL RADIATION DESIGN TEMP. OUTSIDE O OF INSIDE ZS�— "F DIFFERENCE 7 TOTAL HEAT LOSS (BTUH)4t5oWF (HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) /G ESCRIBE ALL HEATING E UIPMEN ' (INCLUDING MAKE & 10UEL ti0 v S / GROSS HEATING CAPACITY (INPUT—BTUH) NET RATING (OUTPUT—B'rl'I1) TYPE OF FUEL ❑ OIL—GPM OIL TANK LOCATION :0 INSIDE❑ OUTSIDE CAPACITY Z) GAS—INPUT LPG TANK CAPACITY ELECTRIC—KW AIR CONDITIONING G DESIGN TEMP. OUTSIDE / ✓�OF INSIDE 04) OF DIFFERENCE _5 "TOTAL HEAT GAIN (BTUH)32js (HEAT GA.TN SHEET MUST ACCOMPANY APPLIC.- :-: DESCRIBE ALL COOLING EQUIPMENT (INCLUDING MAKE & MODE O �( co, V a� n e:� iGS -e r TONNAGE COOLING CAPACITY (BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQI:IP`•!!:'. 'TO CAL SIZE OF SYSTEM (CFM) FRESH AIR INTAKE (CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED .�,,_ ., - COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES :N PERFORMANCE OF SUCH WORK. 303614 S-1 CT CONTRACTORS LICENSE NO. 1'Y1)Fjj SIGNATURE OF APPLICANT DATE // Lot #38 Dzen Farm, 118 Frazer Fir Rd. HVAC Load Calculations for Mannarino Bids ICI i RHVACRBsingN7YAL HVAC L©ADS Prepared By: Steve Smith Advanced Htg&AC Inc Sunday,February 27,2011 Rhvac-Residential&Light Cionvio ciai HVAC Loads Elite Software Development,Inc. ? Advanced Htg&A/C Lot#38 Dzen Farm, 118 Frazer Fir Rd. South Windsor,CT 06074 Page 38 System 1 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 2--- 1 Play Room 344 4,534 59 1-5 599 1,797 254 82 1.19 97 82 2 Bed 2 360 2,997 39 1-4 643 1,234 1,070 56 1.16 65 56 3 Bed 3 288 3,838 50 1-5 507 1,519 218 69 1.17 81 69 4 Bed 4 188 3,693 48 1-5 472 1,416 230 64 1.00 64 64 5 Upper Foyer 145 3,237 42 1-5 478 1,433 236 65 1.00 65 65 6 Master Suite 660 6,889 90 1-7 561 3,297 291 150 1.00 150 150 7 Master Closet 204 3,158 41 1-4 617 1,184 0 54 1.00 54 54 Zone 2 subtotal 2,189 28,346 368 11,880 2,299 540 577 540 ---Zone 1--- 8 Family 500 9,331 121 1-7 481 2,829 497 129 1.17 151 129 9 Kitchen 441 5,823 76 1-7 495 2,906 339 132 1.20 158 132 10 Dining/Living 403 7,225 94 1-6 513 2,216 394 101 1.35 136 101 j 11 Foyer 144 2,631 34 1-4 378 725 164 33 1.00 33 33 12 Study 252 3,387 44 1-4 497 953 157 43 1.00 43 43 Zone 1 subtotal 1,740 28,397 369 9,629 1,551 438 521 438 --Zone 3--- 13 Cellar Rec Room 656 4,429 58 1-4 645 1,238 121 56 1.00 56 56 And Gym 14 Cellar Media 336 3,970 52 1-4 671 1,288 109 59 1.00 59 59 Room Zone 3 subtotal 992 8,399 109 2,526 230 115 115 115 System 1 total 4,921 65,142 847 24,035 4,080 1,093 1,213 1,093 System 1 Main Trunk Size: 14x16 in. Velocity: 783 ft./min Loss per 100 ft.: 0.076 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.34 85%/ 15% 24,035 4,080 28,115 Recommended: 2.67 75%/25% 24,035 8,012 32,047 Equipment Data Heating System Cooling System Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Users\Owner\Desktop\My Dropbox\Projects\Mann Lot 22 Dzen Farm.rhv Sunday, February 27, 2011, 10:59 AM F ���_._..- k ,..... _..,� ,�,._,.t.. r ,._...,. Print Page 1 of 1 From: Express Title(titledb@reliabletitle.biz) To: kimrioux@sbcglobal.net; Date: Tue, March 29,2011 8:57:13 PM Cc: Subject: New Search Order I� I Hi KIM- 3 ' You have been assigned the following search order: Client Ref: HF-2141435 Express Ref: 61602 Order Date: 3/29/2011 Search Type: Search- Current Owner Rundown Current Owner: JOSEPH& STEPHANIE SALOMON Street: 127 ROBERT DRIVE Town: South Windsor Date Due: 4/04/2011 Notes: <P> Thank you, Reliable Title Co.,Inc. �Lr http://us.mg203.mail.yahoo.com/dc/launch?.partner=sbc&.gx=1&.rand=3oO8fi3gt4t48 3/30/2011 Electric # APPLICATION FOR BUILDING PERMIT Plumbing# _ HVAC# _ 1 g �� �I r FDate: Sprinkler# ILf Estimated Cost $ FINAL APPROVALS Odd' Permit Fee $ Building —__ COMPLETE RED BOXED AREAS Engineering Occupancy Fee $ Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr.forCO. - r— -" ► SIGN ON REVERSE SIDE Total Fee $ TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant SO r' 0 ✓G 1 Location of Work Lot No. Applicant's Ad press D Rem vMPN1 6 Tel # bf'7! Town 9y11 L FGxQ G ' Zip Lic.# hl vGl733�- Owner 7,4j1A;?Ueg!:,q9 Architect 6e r u,v Owner's Address Architect's Address v A W;M 49A e-,7r Zip Zip Sq. Ft. New Area: 1 st FI. "7 v • 2nd FI. 3rd FI. _ Total New Area 7 QT I Purpose of this permit _ A4/Y! N JL - A pal" City Water Well J Septic System J Sewer J 04Z Ins: HO SP Cert. ea Basement Garage Approved b Date Use Group Construction Type Revised 1108 I hereby agree to conform to all the requireLinwhich f the Laws o e State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inof an altera i n in the plans or specifications of the Building for which this permit is asked,and agree that this buildin Io t d th roper distance from all street lines,side yard Imes,and required distances from all other zones and is locat t bui g and its use is allowed. Signe I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 12/03/15 Printed by Peart, Dayshell 11 12 04 INSPECTION: 69579 FOOTING PERMIT: STATUS APPLICATION: 201401062 LOC: 118 FRAZER FIR ROAD SOUTH WINDSOR PROPERTY ID: 34430118 OWNER: TALLAPUREDDY SREEDHAR & SAMEERA CONTRACTOR: REQUEST BY: PROJ DESC: FRAMING FOR A FOUR SEASON SUNROOM. WORK ORDER: INSPECTOR: DOUG RESULT: PASS REQUESTED: 08/04/14 PRIORITY: SCHEDULED: 08/05/14 AM COMPLETED: 08/05/14 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 12/03/15 ROSE N/A B002 FOUNDATION 12/03/15 ROSE N/A B003 FRAMING (ROUGH) 09/24/14 DOUG PASS B004 INSULATION SREEDHAR @ 860-324-3219 12/03/15 ROSE N/A B005 FIREPLACE / CHIMNEY 12/03/15 ROSE N/A B006 WOOD / GAS STOVE °07/22/15 DOUG PASS B010 FINAL TALLAPUREDDY @ 860-324-3219 12/03/15 ROSE N/A E001 ELECTRIC SERVICE 12/03/15 ROSE N/A E002 ELECTRIC UNDERGROUND 09/15/14 DOUG PASS E003 ELECTRIC ROUGH 12/03/15 ROSE N/A H003 HVAC ROUGH LINDA @ 860-978-9190 08/06/14 DOUG PASS H009 HVAC OTHER 12/03/15 ROSE N/A P001 WATER HEATER REPLACEMENT 12/03/15 ROSE N/A P002 PLUMBING UNDERGROUND 12/03/15 ROSE N/A P003 PLUMBING ROUGH 10/15/14 DOUG PASS P004 PLUMBING GAS TEST STEVEN SMITH @ 860-967-9700 APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT. 230 DEPARTMENT DECISION PERMIT NUMBER: APPLICATION IS HEREBY: APPROVED: BLDG.PERMIT NUMBER: D TE INSPECTOR LOCATION OF WORK: �! R ici2 A 2&—V� f� tt1 , 125 APPLICANT: OWNER: TYPE OF STRUCTURE: ❑NEW BUILDING NAME: Co n yl.(�L G . (+TG NAME: ❑ADDITION PHONE NUMBER: �l NUMBER: 7,441A fz XEMSTING BUILDING Zf�O-c(6 S 71�5,2 PHONE ADDRESS: K tVoO&')(AnX D >) /ADDRESS: /�1.�kJ-fz Adel) JC4 Pj(/ �OV l"� ( Q, TYPE OF USE: AESIDEN TIAII ❑COMMERCIAL HVAC INFORMATION: 'o FURTHER DESC],RICPTION /WORK: mG _ TYPE OF SYSTEM: ❑HEATING ❑A/C - O�Q� ^ vVO HEATING: 6�ti( !r/xI SIrf 6 4 44El TOTAL HEAT LOSS(BTUH) 'F (HEAT LOSS SHEET REQUIRED) _ DESCRIBE ALL DATING EQUIPMENT(INCLUDE MAKE AND MODEL NO.): ESTIMATED COST:S y y� AIR CONDITIONING: C l DESIGN TEMP:OUTSIDE °F INSIDE °F DIFFERENCE F° FEE ENCLOSED:S TOTAL HEAT GAIN(BTUH)_(HEAT GAIN SHEET REQUIRED) DESCRIBE ALL COOLING EQUPMENT(INCLUDE MAKE AND MODEL NO.): FEE SCHEDULE:$18 PER S1,000 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 PERIN TT 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.: 3 08 a 6 TYPE: 0 - O Yam[ STATE: T- SIGNATURE OF APPLICANT: DATE: Z 000� 17 • Electric # I -6 0 2 I Z APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# II R Sze e- Date: Sprinkler# ��1 Estimated Cost $ FINAL APPROVALS Building COMPLETE RED BOXED AREAS enj Permit Fee $ S — Engineering TYPE OR PRINT ONLY y Fee $ /U . Affidavit Eng. Fee $ Appr.forCO. -- ► SIGN ON REVERSE SIDE / Total Fee $ TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant'TXIou t rr JoL oq/L Location of Work /!8' FI!.q Z 97 9- R-D Lot No. Applicant's Address 30 O AYoEN A✓E 1*14,WY, t/a Tel # 86o a$Y a7« Town Zip 016042.P Lic.# HlG 406,35rao Owner TREED N94. TP44.9 /e-6oav Architect Owner's Address JTAM E. Architect's Address Zip Zip Sq.Ft.New Area: 1 st FI. 2nd Ff. 3rd FI. Total New Area Purpose of this permit Roa/' mov•U T UoLAe- pv A0.T3 W-� City Water J Well ❑ Septic System J Sewer J a01L166W Ins: HO SP Cert. Area Basernew Garage Approved by Date -13 t Use Group^'= Construction Type 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 whichthis builddi and its use is allowed. Sig nedAZ� ,4ia 1 hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 04/07/22 Printed by Middleton, Morgan 14 16 04 INSPECTION: 68202 FINAL PERMIT: STATUS APPLICATION: 201400797 LOC: 118 FRAZER FIR ROAD SOUTH WINDSOR PROPERTY ID: 34430118 OWNER: TALLAPUREDDY SREEDHAR & SAMEERA CONTRACTOR: REQUEST BY: PROJ DESC: ROOF MOUNTED SOLAR PV SYSTEM. 10 53 KW WORK ORDER: INSPECTOR: ROSE RESULT: PASS REQUESTED: 08/07/14 PRIORITY: SCHEDULED: 08/11/14 AM COMPLETED: 08/11/14 UNPAID FEES: 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: TERRY ® 1-781-439-2149 ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION B001 FOOTING B002 FOUNDATION B003 FRAMING (ROUGH) B004 INSULATION B005 FIREPLACE / CHIMNEY B006 WOOD / GAS STOVE B009 OTHER 08/11/14 ROSE PASS E010 ELECTRIC FINAL OK TO RELEASE TO CLP Electric # 118 Frazer Fir RAPPLICATION FOR BUILDING PERMIT Plumbing# 12000663 HVAC# FDate: Sprinkler# Estimated Cost $ 11900 FINAL APPROVALS Permit Fee $ -76%v o Building COMPLETE RED BOXED AREAS Occupancy Fee $ iu•vj Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forCO. SIGN ON REVERSE SIDE Total Fee $ sss.0 D TO THE BUILDING DEPARTMENT TOWN OF SOUTH WINDSOR CT (Additional Cost) $ # °� The undersigned hereby applies to do work according to the following: Applicant LocationofWork Y-CIL Lot No. Applicant's Address f'SS R- Tel # Town S C 1 Zip 0 6 D 7�j Lic.# Owner t Architect Owner's Address Architect's Address Zip Zip Sq. Ft.New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit H" 1 ?` 16 k-i044. _'1_r 111 s 1.ad City Water J Well J Septic System J Sewer J f f-3-2 6 Ins: HO SP _ Area Basement Garage Approved by ate 11 Use Group Construction Type 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 zone,,and is located in whi is 1lbuilding and its use is allowed. Signed I hereby apply foi a Certificate of Occup y for th ork described in this application for the permit. Signed '4_ DO NOT W E LOW THIS LINE INSPECTION COMMENTS 201100117 TOWN F SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 06/14/11 GIS ID:34430118 FEE: 10.00 MUNIS APPLICATION# 201001637 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: MANNARINO BUILDERS INC ADDRESS: 118 FRAZER FIR ROAD ADDRESS: 400 CHAPEL ROAD OWNER: MANNARINO BUILDERS INC UNIT 3F ; 400 CHAPEL ROAD SOUTH WINDSOR,CT 06074 UNIT 3F 4 + DESCRIPTION OF WORK: NEW HOME--3,660 SQ.FT. MODEL HOME SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 6/14/2011 3:19 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURC14ARGE 1100069 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 03/07/11 GIS ID:34430118 FEE: 255.00 MUNIS APPLICATION# 201001637 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: ADVANCED HEATING&A/C ADDRESS: 118 FRAZER FIR ROAD ADDRESS: 701 NUTMEG ROAD NORTH" OWNER: MANNARINO BUILDERS INC SOUTH WINDSOR,CT 06074 400 CHAPEL ROAD UNIT 3F DESCRIPTION OF WORK: NEW HOME--3,660 SQ.FT. MODEL HOME INSTALL HEATING AND A/C IN NEW HOME. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 3n12011 9:42 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1400355 TOWN OF S U T , CT PERMIT NUMBER HVAC PERMIT 2 DATE: 08/07/2014 GIS ID:34430118 FEE: 90.00 MUNIS APPLICATION# 201401062 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: ADVANCED HEATING 8cAlC ADDRESS: 118 FRAZER FIR ROAD ADDRESS: 701 NUTMEG ROAD 1.NORTH OWNER: TALLAPUREDDY SREEDHAR&SAMEERA SOUTH WINDSOR,CT.06074" i118 FRAZER FIR ROAD South Windsor,CT 06074 DESCRIPTION OF WORK: FRAMING FOR A FOUR SEASON SUNROOM. a , INSTALL GAS FURNACE AND-CONDENSER. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 8/7/2014 3:36 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1400356 TOWN OF SOUTH WINDSOR,, CT PERMIT NUMBER HVAC PERMIT DATE: 08/07/2014 GIS ID:34430118 FEE: 60.00 MUNIS APPLICATION# 201401062 BUILDING DESCRIPTION: APPLICANT 'r;?'-, LOCATION NAME: DENNIS MOYNIHAN `�' ADDRESS: 118 FRAZER FIR ROAD ADDRESS: 30 TERRY ROAD ,m OWNER: TALLAPUREDDY SREEDHAR&SAMEERA HARTFORD,CT 06105,, - :,118 FRAZER FIR ROAD South Windsor,CT 06074 DESCRIPTION OF WORK: FRAMING FOR A FOUR SEASON SUNROOM., Y; , INSTALLING RADIANT HEAT IN SUNROOM OFF EXISTING BOILER.ADD ZONE. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 8/7/2014 3:44 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1400212 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 06/30/2014 GIS ID:34430118 FEE: 555.00 MUNIS APPLICATION# 201400797 BUILDING DESCRIPTION: APPLICAN ' ~ LOCATION NAME: TRINITY SOLAR ADDRESS: 118 FRAZER FIR ROAD ADDRESS: 30 D HAYDEN AVE It OWNER: TALLAPUREDDY SREEDHAR&SAMEERA PLAINVILLE,CT 0 118 FRAZER FIR ROAD South Windsor,CT 06074 DESCRIPTION OF WORK: R " UNTED SOLAR PV SYSTEM. 10.53 KW 39 LES. °" Wl OR ROOF MOUNTED SOLAR PV SYSTEM. 39 MODULES. I INVERTER. SPECIAL CONDITIONS: F ALL WORK TO BE DONE IN ACCOR NCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. I-I I CONSTRUCTION TYPE: w ,g OCCUPANCY GROUP: BUILDING OFFICIAL 6/30/2014 10:48 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1400358 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 09/09/2014 GIS ID:34430118 FEE: 60.00 MUNIS APPLICATION# 201401062 BUILDING DESCRIPTION: APPLICANT r,' . . LOCATION NAME: T&H ELECTRIC INC. ADDRESS: 118 FRAZER FIR ROAD ADDRESS: 570 FOSTER STREET °` t" OWNER: TALLAPUREDDY SREEDHAR&SAMEERA SOUTH WINDSOR,CT 06074 118 FRAZER FIR ROAD South Windsor,CT 06074 � r DESCRIPTION OF WORK: WIRING SUNROOM. ' SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH T14E APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. 4 i CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 9/9/2014 3:19 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1100045 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 03/15/11 GIS ID: 34430118 FEE: 135.00 MUNIS APPLICATION# 201001637 BUILDING DESCRIPTION: APPLICANT - LOCATION NAME: T&H ELECTRIC INC. ADDRESS: 118 FRAZER FIR ROAD ADDRESS: 570 FOSTER STREET OWNER: MANNARINO BUILDERS INC SOUTH WINDSOR,CT 06074 400 CHAPEL ROAD UNIT 3F DESCRIPTION OF WORK: NEW HOME-=3,660 SQ.FT. MODEL HOME WIRING NEW SINGLE FAMILY HOME. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY TH UILDING DEPARTMENT. �J , CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILIRNG OFFICIAL 3/15/2011 1 1:49 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1100047 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT 2 DATE: 03/21/11 GIS ID:34430118 FEE: 15.00 MUNIS APPLICATION# 201001637 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: PROTECTION ONE ADDRESS: 118 FRAZER FIR ROAD ADDRESS: 1 GREENWICH PLACE.- OWNER: MANNARINO BUILDERS INC SHELTON,CT 06484 ` '400 CHAPEL ROAD UNIT 3F DESCRIPTION OF WORK: NEW HOME--3,660 SQ.FT.- MODEL HOME, LOW VOLTAGE ALARM. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 3/21/2011 3:44 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1100063 TOWN OF SOUTH WIND-SOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 03/01/11 GIS ID:34430118 FEE: 135.00 MUNIS APPLICATION# 201001637 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: IMPERIAL PLUMBING CO.,INC. ADDRESS: 118 FRAZER FIR ROAD ADDRESS: 648 SULLIVAN AVENUE y OWNER MANNARINO BUILDERS INC P.O.BOX 875 -400 CHAPEL ROAD SOUTH WINDSOR,CT 06074' UNIT 3F DESCRIPTION OF WORK: NEW HOME -3,660 SQ.FT. MODEL HOME DRAINS,VENTS,WATER AND GAS PIPING,FUTURE INSTALLATION. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 3/1/2011 3:53 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 201500181 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 12/03/2015 GIS ID:34430118 FEE: 10.00 MUNIS APPLICATION 4 201401062 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: JOY CONSTRUCTION LLC. ADDRESS: 118 FRAZER FIR ROAD ADDRESS: 20 BEAUMOUNT STREET OWNER: TALLAPUREDDY SREEDHAR&SAMEERA EAST HARTFORD, CT 06108 118 FRAZER FIR ROAD South Windsor,CT 06074 DESCRIPTION OF WORK: FRAMING FOR A FOUR SEASON SUNROOM. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH TILE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 12/3/2015 1 1:12 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 14000692 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 12/16/2014 GIS ID: 34430118 FEE: 30.00 MUNIS APPLICATION# 201401390 BUILDING DESCRIPTION: APPLICANT i A LOCATION NAME: JOY CONSTRUCTION LLC:- ADDRESS: I IS FRAZER FIR ROAD ADDRESS: 20 BEAUMOUNT�STREET; OWNER: TAi LAPUREDDY SREEDHAR&SAMEERA EAST HARTFORD,CT 06108 yn118 FRAZER FIR ROAD South Windsor,CT 06074 t DESCRIPTION OF WORK: BUILD 14 X 16 DECK WITH STAIRS. {- ; SPECIAL CONDITIONS: ; ALL WORK TO BE DONE IN ACCORDANCE WITH THE*APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 12/16/2014 12:34 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1000643,< TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 12/28/10 .. , GIS ID:34430118 FEE: 3,350.00 MUNIS APPLICATION# 201001637 y BUILDING DESCRIPTION: APPLICANT." LOCATION NAME: MANNARINO BUILDERS INC ADDRESS: 118 FRAZER FIR ROAD ADDRESS:. );,400 CHAPEL ROAD ;�,1 ;_• ) OWNER: rk..,MANNARINO BUILDERS INC UNIT 3F ;�; / u, .. _ 400 CHAPEL ROAD SOUTH WINDSOR,CT'06074 r F"UNIT 3F DESCRIPTIOi�OF WORK: NEW HOME-':3,660 SQ.FT. s MODEL DOME SPECIAL CONDITIONS: #, � "" • r ."' ALL WORK TO BE DONE IN ACCORDANCE-WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. \, CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 12/28/2010 9:54,AM),;1 THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE � ill 14000281 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 06/30/2014 ,, GIS ID:34430118 ,m FEE: 45.00 MUNIS APPLICATION# 201400797UIL . G DESCRIPTION: APPLICAN LOCATION NAME: TRINITY SOLAR ADDRESS: 118 FRAZER FIR ROAD ADDRESS: 30 D HAYDEN AVENU.0 OWNER: TA1.LAPUREDDY SREEDHAR&SAMEERA PLAINVILLE,CT 06062) 118 FRAZER FIR ROAD South Windsor,CT 06074 DESCRIPTION OF WORK: R vIOUNTED SOLAR PV SYSTEM. 10.53 KW 39 �JLES. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. ............ CONSTRUCTION TYPE: S f� tC 0 ` OCCUPANCY GROUP: BUILDING OFFICIAL 6/30/2014 10:48 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE PERMIT NUMBER BUILDING PERMIT DATE: 08/04/2014 GIS ID:34430118 FEE: 120.00 MUNIS APPLICATION# 201401062 BUILDING DESCRIPTION: APPLICANT �'.�': ;i LOCATION NAME: JOY CONSTRUCTION LLC:,. ADDRESS: 118 FRAZER FIR ROAD ADDRESS: 2 BEAUMOUNT STREET <' OWNER: TALLAPUREDDY SREEDHAR&SAMEERA EAST HARTFORD,CT 06108 118 FRAZER FIR ROAD y Soutti Windsor,CT 06074 yeirk � 7, DESCRIPTION OF WORK: FRAMING FOR A FOUR SEASON SUNROOM. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 8/4/2014 12:27 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 12000663 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 11/20/12 GIS ID:34430118 FEE: 75.00 MUNIS APPLICATION# 201201526 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: TALLAPUREDDY SREEDHAR&SAMEERA ADDRESS: 118 FRAZER FIR ROAD ADDRESS: 118 FRAZER FIR RD _ OWNER: TALLAPUREDDY SREEDHAR&SAMEERA SOUTH WINDSOR,CT 06074 118 FRAZER FIR RD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: 12 X 16 KLOTER FARMS SHED:, SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: _ BUILDING OFFICIAL 11/20/2012 9:24 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 2000103 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 03/13/2020 GIS ID: 34430118 FEE: 36.00 MUNIS APPLICATION# 202000217 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: CONNECTICUT COOLING AND HEATING ADDRESS: 118 FRAZER FIR ROAD ADDRESS: 244 WOODLAND AVENUE OWNER: TALLAPUREDDY SREEDHAR&SAMEERA 118 FRAZER FIR ROAD BLOOMFIELD,CT 06002 DESCRIPTION OF WORK: PERFORM GAS PRESSURE TEST ON EXISTING LINE SPECIAL CONDITIONS: ALL WORD TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 3/13/2020 11:33 AM TIIE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1100127 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT 2 DATE: 05/03/11 GIS ID:34430118 FEE: 120.00 MUNIS APPLICATION# 201001637 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: IMPERIAL PLUMBING CO.,INC. ADDRESS: 118 FRAZER FIR ROAD ADDRESS: 648 SULLIVAN AVENUE OWNER: MANNARINO BUILDERS INC P.O.BOX 875 400 CHAPEL ROAD SOUTH WINDSOR,CT 06074 UNIT 3F DESCRIPTION OF WORK: NEW HOME--3,660 SQ.FT. MODEL HOME ' INSTALL GAS BOILER AND RADIANT HEAT ON THE FIRST FLOOR. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 5/3/2011 9:40 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE