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HomeMy WebLinkAbout27 BLUE SPRUCE RD APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT ( g () 01�D APP);t0 1540 SULLIVAN AVENUE Bldg.Permit# 49 � 644-2511 ext. 230 i 7 o w P ) Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $041,000=$15.00 -7 l�� S h ,.ram �� Over$1,000= Street No. Street Lot No. 1 $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS APPLICANT'S PHONE#eo O W N S F,q OWNER 7 f���- OWNER ADDRESS 53 ax COD OWNER PHONE CrG 6 - ,; o!�q C � ESTIMATED COST$ O *� ` IS THIS A CONTRACT COST? Yes No x FEE ENCLOSED $ TYPE OF JOB: �SO R•CO� Ne nstallation �tion/Addition/Repair � Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIAT�EDMTH A BUILDING PERMIT APPLICATION? M'YES ❑ NO 9 RESIDENTIAL CUNT USE AND OCCUPANCY ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME _�G c�.c�" ��0,(1 PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE v a 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_L— NUMBER OF POWER CIRCUITS v2 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 6 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 /1e7762' CONTRACTORS LICENSE YPE STATE SIGNATURE OF APPLICANT DATE �7 / APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074(PHONE) 860-644-2511 EXT.230 PERMIT NUMBER: DEPARTMENT DECISION (' APPLICATION IS HEREBY: I �6 V d22Z APPROVED: BLDG.PERMIT NUMBER: I�OD I (CC) DATE INSPECTUR LOCATION OF WORK: /J IVe Yr-�e A APPLICANT: OWNER: TYPE OF STRUCTURE: Tab's ll C I D NEW BUILDING NAME: �Ci►�+c S �LibelllO2n e NAME: ❑ADDITION PHONE NUMBER: �U"!IS C(/- l oii i- PHONE NUMBER c r1 TING mILDING ADDRESS: (D2 j2 C'l �yl it I- ADDRESS: 2 � �1"e JP�`<<' N1 L ��i iZh �^/1 11U �U TYPE OF USE: —r IDENfIAL ❑COI* II CIAL HVAC INFORMATION: FURTHER DESCRIPTION OF WORK-- TYPE OF SYSTEM: LplfiATTNG �4A/CO ZUne �U hC�fc' Yne� r' HEATING: TOTAL HEAT LOSS(BTUH) "F (HEAT LOSS SHEET REQUIRED) DESCRIBE ALL HEATING EQUIPMENT(INCLUDE MAKE AND MODEL NO.): ESTIMATED COST:S '3,noc. OU AIR CONDITIONING: DESIGN TEMP:OUTSIDE "F INSIDE °F DIFFERENCE F" FEE ENCLOSED:S TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET REQUIRED) Z Z V DESCRIBE ALL COOLING EQUPMENP(INCLUDE MAKE AND MODEL NO.): FEE SCHEDULE:S18 PER$1,000 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 PERMIT FEE) THE UNDERSIGNED IEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING COD_ H FSJN T PrOMANCE OF SUCH WORK.� C CONTRACTORS LICENSE NO.: Oct t o 3, 3 �- TYPE: IJ STATE: c�j SIGNATURE OF APPLICANT:��- f�— DATE: SC A/ EMS Heat Loss/Heat Gain Calculation Tabs LLC F_ Address: 27 Blue Spruce RD South Windsor CT 4-26-18 This HVAC load calculation has been performed using sound engineering principles as prescribed by Manual J seventh and eighth abridged editions and ASHRAE Fundamentals. Duct sizing has been performed as prescribed by Manual D. 1. Design Conditions 70 �0 70 East LA75 95 20 2. How would you describe the summer humidity in your area? Average 30 3. How tight is the house? Very tight-under 1500 Sq. Ft. Winter air change/hr: 0.4 Summer air change/hr: 0.2 4. Fireplace evaluation : Number: None Tightness: No fireplace 0 5. Number of occupants: 4 6. Overhang characteristics(optional) istance o overhang rom; of ------ Tab 0 7. Solar pin through glass - -- Select -- Below OH -- Select -- 0 0 0 souiml 16 11 TrpI or low-E 33 16 528 ® -- Select -- 00000 Select -- 00000 wesAtF 42 TrpI or low-E 65 Q 42 0� 2730 kvlight -- Select -- 0 0 Total - DO tal Solar Gain ". . 3258 tinted or reflective No 0 3258 8. Ducts/Pipes 11 duct work in conditioned area 130 _ R-0 IF 1 sealed 1❑ 682 Tab 1 9. Load Calculation 1104 D258 1 1 or low-E 1158 .42 1705 1 - ;elect -- y - ;elect -- or5 - ;elect -- t wa -15 1046 .07 5125 J1464 in -19 82 .055 626 11688 s - ;elect -- n floo - ;elect -- lab floors JftMgJFI" Insulation, IF82 .5 3870 5456 JE801 Ikoo 1200 1200 6127 210 6127 210 1291 BTL'H 6127 10501 136127 10501 10.9 Tab 2 APPLICATION FOR ELECTRICAL PERMIT DEPAR DECISION TOWN OF SOUTH WINDSOR PERMIT# A licati is reby: BUILDING DEPARTMENT /�oo2ll PROVE E 1540 SULLIVAN AVENU 644-2511.ext. 230 Bldg:Permit# Date Buildin spector , Application must be printed or typed FEE SCHEDULE Location'of Job: $0-$1,000=.$15.00 Z�. P�1,�-CWuce �� Sin WN�jd � ,,) CT Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt:No. APPLICANT 2 cD APPLICANT ADDR�SS 07 n > > r& 0400'7` , APPLICANT'S PHONE OWNER S CLY1\-Sc— OWN S£q< OWNER ADDRESS S c=LXY-� C OWNER PHONE S CLYvt �P_ C ESTIMATED COST$ i �;C7,Uv a U IS THIS A CONTRACT COST? Yes V No FEE ENCLOSED•$.- 1� o �� TYPF OF JOB: 'f OR-Co V/New Installation Alteration/Addition/Repair 2-oI (aW0 U Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF B I DIN IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? YES ❑ NO Fi RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑. ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE. ❑ FACTORY O STORAGE ADDRESS ❑ GARAGE . O MIXED USE CITY STATE ZIP TYPE OF INSTALLATION!WIRING MTHOD., 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 OP. HEAT CIRCUITS NUMBEROF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK 0 THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL-LOCAL ORDINANCES AND STATE OF CONNECTICUT BUIILDING CODES IN THE PERFOR- CE OF SUCH WA K W CONTRACTORS LIC NSE NO. TYPE STATE . SIGNATURE OF APPLICANT DATE 5/Z-1 I I to M C -IVD MAY 272018 South VVindsor Building Department �o rnE et tm 0M. 'hoc IV" of SO!!TM cetYlflsd that this K'P�DSt?t ::...y pill"and 3~Icat!ons are tm .;:ad at the Proposed building or alterations to, h. ar <•t with amendments st t Simi,,th pl t' and 1 8 ed In aPPlicatlon an, a rye to corn Ply with all zoning. °^d state laws and such orders as shell t,, '-•Y tnd 3u'ldin ,s B Department tlurinQ pandenc} it -tton and tonal Issuance of a bulldrttc a• In is �rdProve lest to the ` "d <•rdinenc condRlen Mat rasul"Ing building shall pt, -:vorc'IY APprovy il�t.dins inapv ��. CERTIFICATION OF ZONING COMPLIANCE WT- Proposed buildfng(s), use(s) and/or structure(s) as shown on this plan appears)to be in conformance with current South Windsor regulations. Variances h p f— and special exceptions may appl . /a, l Date S 27 1,b Zonin cement Officer "' J• i /; -lQ�O�''- "�"-yam � � I; �; �; ;; Fl-s-278.55 - � �/ ; 56 ;/ 287.8L,i 280.4"-"'00- J/ r (`\ '+ 283.5 + 1 ' '+282.8 1 J' 279.1 // J' 289.8� 1 16 218' 283.9/', 284.8;, %4 288.4 I 2g0 55 � I 2 v fx5.8' OH WINDOW 284.7: 290. +9� � '\ 284.6 16' ' + 289.1,% " t K '' �.- F��SAN ' c t % 285.2 ''290.1 ' + 291.4 /• y�USF + 42.9' S.5' + 2x6.2' VENT 3.6 291.4 991,61 +2, f' f 28 .9 EXIST HOUSE i 12.6' EM, % ((11-5-14) l0 11.4' o g� l fD FL- 28t4-+ /r N I1 SAN. FL- 283.Ot n COVERED STOOP-* o 12.1' a 2z•8 ; 286.4 22.6� , t2.o'1zt' 291.88 1 1 ry EXISnNO NOUSE 288.8 91.6 291.26 2s2o1ot ; r, ` % ,IRICK BIT. CONC. rn ,�•. \\ --298 �PA WALK DRIVEWAY Icli `� A" W ?,88.1 290. +1 c f9�08 '1 0 {. 291.98 Z i i if �9 C 1 C. 3 TRANS 2_�oO �PAtEM�y= ` • _ 288.16 ry 8"0 SAN. SEWER /Z9 f UGE r '------ SANMH � c SAN.►IH #35 /BLUE RpAp ,, f i _ -__♦__ _ TF-285.21 MptN- R SAN.MH _ /M L CB /42 \ � TF- 289.31 TF-289.49 CB #41 TF=289.50 SITE COMPLIANCE CHECKLIST ::: D TOWN OF SOUTH WINDSOR,CONNECTICUT ***** FOR C OF 0***** Nov � ADDRESS '7 ,U�64 �X L( p LOT/UNIT#Reviewed byill CONTACT/DEV /2j 11 y1 Gk r 1!r1 b Date Reviewpprove /Denied PH# Reviewed by (Planning) Date Submitted I I ' 1 7 " 1 y Date Reviewed 11/Si it' proved/Denied 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 - e. other 6R1s S. Sewer connection charge paid 6. Appropriate certification 7. Bonding B. Planning&Zoning/ Inland Wetlands Considerations A. Lighting B. Signage Freestanding Wall C. Fee in lieu of Open Space COMMENTS: s/engineering/molloy/site compliance checklist i i NO TES - r I. AREA OF LOT 56 = 37881 SQ.FT. = 0.870 ACRES 2 ZONE OF SUBJECT PARCEL IS RR OPEN SPACE". MINIMUM YARD REQUIREMENTS: FRONT= 40 FEET ' p0 SIDE = 10 FEET \\ ; Q2) ; � � �•' �- REAR -- 20 FEET J. BOUNDARY INFORMA77ON TAKEN FROM PLANS EN777LED - ' DZEN TREE FARM SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. MASKEL ROAD AND .' i BARBER HILL ROAD SOUTH WINDSOR, CONNEC77CUT SCALE" 1 IN.= 40 FT. DATE. AUGUST 29, 2007 REVISION DATES TO 6-17-08 SHEETS S1, S2, S3, S4 AND S5 ALFORD ASSOCIATES, INC. CIVIL ENGINEERS WINDSOR, CONNEC77CUT" 4. APPLICANT: MAP PREPARED BY- ell MANNARINO BUILDERS INC. ALFORD ASSOCIATES INC. % ROBERT MANNARINO 200 PIGEON HILL ROAD 400 CHAPEL ROAD, SU17E 3-F P.O. BOX 484 SOUTH WINDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095 TEL. # (860) 289-7055 TEL. # (860) 688-7288 ry 5. ELEVA77ONS ARE BASED ON NGVD29. , 6. NO ZONING WOLA77ONS WITH RESPECT TO LOCA77ON OF EXIS77NG FOUNDATION, AS SHOWN. ' 7. EXIS77NG HOUSE - 33 GARAGE FLOOR ELEVA77ON = 292.18 ( FINISHED FLOOR ELEVA77ON = 294.22 BASEMENT FLOOR ELEVAT70N = 285.61 8. LEGEND EXIS71NG CONTOUR x 310.0 EXIS77NG SPOT GRADE yy WATER SERVICE FLs=278.55 , �'- 287.8 ; , qj ' FD--- F0077NG DRAIN LINE 280.4, ' 1 ; R L- ROOF LEADER LINE '' GAS SERVICE ' O T,E,TV TELEPHONE, ELECTRIC AND CABLE TV SERVICES �il" + 282.8 i W 279.1 + ' i `� ry !� S 670 SANITARY SEWER LATERAL ' 289.8 `flc? r 6' 218- ', " + 288.4 ! 1 V GM GAS METER �' \\ 283.9: 284.8,' f ! i GV 280 00 a I s.�o + ;' r - 1 % PROPERTY LINE INFORMA TION: pQ GAS GATE O �o� �N j 0 I J , 55 c y .o I \\ `L ryp ' I Cl: R= 55.00' EM 0 ELECTRIC METER L= 19.28' y '' ' ; i' i i i D= 20*05'14" WV VAND ' OH ' i' i . WATER GATE WINDOW 284.7; 290.9/+ 284.6 1 s' 1 ry C2: R= 60.00' O ELECTRIC MAN HOLE + 289.1; I " DECK ,' ry� t L= 38.00' E -- FX/S7, _ D= 367731" 1285.2 - - '290.1 + 291.4 yo 42.9' 5. USx LIGHT POLE 2' s,� „��,T 5.5' 291.4 291,6 292 2 `c C3: R= 300.00' �- - -- ----- 28 .9 EXIST. HOUSE 3.� t2.s' '+i �J L= 49.3U' o ItL IGLtt iyUl4L rirlNi%iiit , (11-5-14) (6 11.4 p EMi i i D= 092458" 11 ry 6 FD FL= 284.4-+ N N I CABLE 7V BOX M SAN. FL= 283.O.+ N i 2 1] TRANS TRANSFORMER ON CONCRETE PAD COVERED STOOP-, 0 12.1' GM a 2.8' ; 286.4 22.6' 12.0'�12.1' 12.0' 22.1' N 1 MB MAIL BOX 1 1 291.88 c� r EXISTING HOL)SE 91.6 29 26 28 18 292�11 o r- = AC ❑ AIR CONDI774N/NG UNIT ON CONCRETE PAD ` BRICK BIT. CONC. p7 i PAVER DRIVEWAY N ,T� \�-298 ti 291•pg� A �' 20' WIDE STREET TREE TASEMENT 288.1 2901%+1WA 1 _ -- ,N IN FAVOR OF THE TOWN OF 291.98 G1 2 g 2 0 , SOUTH WINDSOR -�- 9p' j c,. C2 9Z .�2.84 0a ' N 10' WIDE C.L.& P. CO. CASEMENT / ' 'TRANS 'ry C3 _ Pq�PORARY �\ AND 10' WIDE YANKEE GAS EASEMENT /" , V 54 EMENT 9.01 2913 \ I 288.16 ry-291_74 B 4' WIDE CONCRETE WALK UNoE� ; 8"0 SAN. SEWERsp #37 UE SAN.MH #35 SL QAD -� / + __ � - -- TF=285.21 ��E 'R�; / _ - TEMPORARY CUL-DE-SI:C 49A Pj/Rip1N�/ - SAN.MH #36 CB #42 \ CURRENTLY, BLUE SPRUCE ROAD ENDS WITH A TEMPORARY CUL-DE-SAC. TF= 289.31 TF=289.49 B0774 SIDES OF THE 7E;PORARY CUL-DE-SAC REVERTS TO 7HE ABUT77NG PROPERTY OWNERS WHEN THE STREET IS EXTENDED. PAVF-MENT REMOVAL, CB #41 GRADING, SEEDING, EXTENSION OF CONCRETE SIDE WALKS AND 0774ER WORK TF=289.50 INCIDENTAL TO REMOVING THE CUL-DE-SAC ARE REQUIRED UPON STREET SANITARY SEWER LATERAL EXTENSION. THE DEVELOPER IS RESPONSIBLE FOR ALL WORK, DEEDS, ETC. FROM HOUSE TO MAIN LINE LOT AREA TO REVERT 'j 0 LOT 56 = 446 SQ.FT. 85'--6"0 ®2.6.E_+ (20%MINIMUM) FL AT MAIN LINE= 280.8.t POINT "A" TO POINT "B": N8,>'16'44"E 24.44' POINT "B" TO POINT "C": R=300.00' L=48.77' D=09'18'50" I GRAPHIC SCALE �v�" TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS 40 0 40 8o 0 0 CONMFSti ����pE GONN£0, - PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. � �"ALE Cr70!�i ��'���r'�M!,ALF':T���i� ��PJ°�M °�o,,�� •'��P�°� MANNARINO BUILDERS, INC. IN FEET ) *:� . .,,t„i �'*`. L.S. NO. 9344 IMPROVEMENT LOCATION SURVEY THE LOCATIONS OF UNDERGROUND UTILITIES ARE No. 9344 �' a No. 9344 # ClVIL ENGINEERS APPROXIMATE AND ALL UTILITIES MAY NOT BE A ���, •'• . ' �', '•�Ioc-�!CENSE�•G��`����� •.,Cq=�!cENSE,'�o ��� DZEN TREE FARM WINDSOR, CONNECTICUT •i�SSIONAI �,,r � P*,10 S U RN`0��� SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 11-10-14 ADDED AS-BUILT HOUSE, IMPROVEMENTS, U77Ll77ES AND GRADES ••. 000 '"w••; 0,0' LOT 56 - • WILSON M.ALFORD,JR.,P.E.B 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 27 BLUE SPRUCE ROAD SOUTH WINDSOR, CONNEC11CUT SCALE: 1 N. = 40 FT. DATE: JUNE 10, 2014 D:M08060PP-56 P:M06024 FOLDER:MANNARINO FILE:MANNARINO-DZEN ,;air NO TES - i ' 1. AREA LOT 56 = 37881 SQ.FT. = a870 ACRES. 31 � 2. ZONE OF SUBJECT PARCEL IS RR OPEN SPACE". f r MINIMUM YARD REQUIREMENTS: FRONT = 40 FEET SIDE 10 FEET i REAR = 20 FEET 3. BOUNDARY INFORMATION TAKEN FROM PLANS ENTIRED - CONSTRUCTION ENTRANCE PAD- BARBER'I«ROAD SOUTH W/NDSOR, CONNEC77CDIVISION PLAN DUTOSCALE-N1RIN. BUILDERS, DATE. AUGUST 29,A2007D REVISION DATES TO 6-17-08 SHEETS Sl S2 S3, S4 AND S5 ALFORD ASSOCIATES, INC. CIVIL NOT TO SCALE ' BLUE SPRUCE ROAD ENGINEERS WINDSOR, CONNECTICUT' 4. APPLICANT MAP PREPARED BY 0 0 0 o MANNARINO BUILDERS, INC ALFORD ASSOCIATES INC. 0,v0 0 0 % ROBERT MANNARWO 200 PIGEON HILL ROAD 2 400 CHAPEL ROAD, SUITE 3-F P.O. BOX 484 0 0 0 0 SOU77-1 WINDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095 0 0 0 0 c TEL. # (860) 289-7055 TEL. # (860) 688-7288 q�e , 5. ELEVA77ONS ARE BASED ON NGVD29. 0 0 6. NO ZONING WOLA77ONS W77N RESPECT TO LOCA77ON OF HOUSE, 1F ERECTED AS SHOWN. (�L ' o O o 0 0 7CONTRACTOR SHALL VERIFY LOCA77ON AND ELEVA77ON OF EXIS77NG U77LI77ES PRIOR TO ESTABLISHING FINAL 0 R��y i' \�' GRADE OF PROPOSED F0077NGS AND FOUNDATION. CONTRACTOR SHALL INSTALL TEMPORARY EROSION CON7ROL �� 0 0 0 o MEASURES FOR STOCKPILED MA7ERAAL AND AT TOPS OF SLOPES DURING FOUNDA77ON EXCAVATION. MIRAFI FABRIC PLAN 4" MINIMUM CONN. SILT FENCE AND/OR TEMPORARY VEGETA77ON IF PILES ARE TO REMAIN IN PLACE FOR EXTENDED PERIODS OF TIME. DOT 2" STONE l W FILTER FABRIC 8. DURING CONS7RUC77ON, MIRAFI FABRIC CHECK DAMS ALONG SWALES MAY BE REQUIRED BY TOWN STAFF. NADTH= 10' MIN. ' 9. LEGEND - / ;' %� SECTION �310__ EXIS77NG CONTOUR NOTES: 1. THE PURPOSE OF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE X 310.0 EXIS77NG SPOT GRADE �O / THE TRACKING OR FLOWAGE OR SEDIMENT ONTO EXISTING PAVEMENT. `D PROPOSED CONTOUR 2. BEFORE CONSTRUCTION ENTRANCE INSTALLATION, THE AREA OF THE 310 cp I ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER UNDESIRABLE MATERIAL PROPOSED SPOT GRADE 310.0 3. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WALL GRADE TO DRAIN PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO EXISTING PAVEMENT. SURFACE WATER IS TO BE DIRECTED AWAY FROM THE HOUSE AND GARAGE THIS WILL REQUIRE PERIODIC TOP DRESSING 1WTH ADDITIONAL STONE OR ADDITIONAL LENGTH AS CONDITIONS REQUIRE. l W PROPOSED WATER SERVICE FOOTING DRAIN 9Z f ? i FD _ PROPOSED 670 F0077NG DRAIN LINE TO DISCHARGE AT GRADE Z r (RODENT SCREEN TO BE ,. 'O \ �'' I ; ; 1 i 9? ; PLACED AT OUTLET) �I J ti cv CHECK VALVE 1S REQUIRED ON FOOTING DRAIN LINE AT HOUSE • ; PROPOSED GAS SERVICE TO CONNECT TO EXIST. IN STREET G PROPERTY LINE INFORMA 770N: T PROPOSED TELEPHONE SERVICE TO CONNECT TO EXIST. IN STREET '0 �9 D 1 0 ''' /' ! I Cl: R= 55.00' E PROPOSED ELECTRIC SERVICE TO CONNECT TO EXIST. IN STREET JrJr 6Z °' ` I ' L= 19.28' r D= 20V5'14' - MIRAF7 FABRIC FENCE - TO BE PLACED PRIOR TO ANY CONSTRUC77ON AND SHALL REMAIN IN PLACE UN77L DISTURBED AREA IS STABILIZED C2: R= 60.00' I L= 38.00' 1 s' i 1 (y0U 1 10. PROPOSED HOUSE - 285.0 �DECK Np SF D= 367731" G'O,VS, PROPOSED GARAGE FLOOR = 292.5 a O n� , TRUC/, C3.• R= 300.00' PPOPnaFn TOP nF For'NnA7n/ = 203 1� PROPOSED --- Ory L= 49.30 PROPOSED FINISHt:D FLOOR = 294.5 HOUSE ' �j D= 092458" APPROXIMATE BASEMENT FLOOR = 285.8 (8' WALLS & WALKOUT) - J FD FL= 284.641 SAN. FZ= 283.0 6 70'0" BITUMINOUS CONCRETE TOP OF FOUNDA77ON TO BE A MINIMUM OF EIGHT (8) INCHES ABOVE THE FINAL EXTERIOR GRADE. 2$ i' " ,- � 22.9' COVERED STOOP '"1�' 1 DRIVEWAY USE GARAGE FLOOR ELEVA77ON TO SET GRADE OF THE HOUSE. ADJUST 0774ER FLOOR ELEVATIONS 292.5 22.9' BASED ON THE ARCHITECTURAL PLANS. HOUSE 0 P 2 0.5 UNDER UGTION 285.5 I 291.7 N , 292 0. 11. PRIOR TO STAR77NG CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL UONSTR ro 140• - REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICA77ON SHALL o 292 ?`96 -� BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER cl) "A' 20' WIDE STREET TREE EASEMENT DOCUMENTS BY ALL OF THE PERMITTING AUTHORITIES IN FAVOR OF THE TOWN OF 293 7 I SOUTH WINDSOR 292.9 ,�- '�' 289.8 ,r C3 C2 12 10' WIDE C.L.& P. CO. EASEMENT SEEDING SCHEDULE - "C TEMPORARY \ AND 10 WIDE YANKEE GAS EASEMENT 6 PAVEMENT ALL DISTURDED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH _ ^g 4 WIDE CONCRETE WALK 4" MINIMUW OF TOPSOIL. SEED AS INDICATED BELOW. CONDITION SOIL ICB #42 ti' ---- _ WITH FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST. �TF=289.49 N 29249 _ 293.52 - PERMANENT VEGETATIVE COVER: ` ,iTFB 289 50 8"0 SAN. SEWER i293 SEEDING DATES: APRIL 1 TO JUNE 15 & SEPTEMBER 1 TO OCTOBER 15 �- SIN. MH #37 OR AT OTHER TIMES, WEATHER PERMITTING P _ / SUE S c9�. -----_ IF=292.ss `. SAN.MH #35 S RoAD��,:� If - - =__`F�--- 1♦ -_ LAWN AREAS: iF=285.21 2�6 - TEMPORARY CUL-DE-SAC USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER: KENTUCKY BLUEGRASS 45% wPj�Rj%1N�� SAN.MH #36 \ CURRENTLY, BLUE SPRU(:E ROAD ENDS WI7N A TEMPORARY CUL-DE-SAC CREEPING RED FESCUE 45% TF= 289.31 BOTH SIDES OF THE TEMPORARY CUL-DE-SAC REVERTS TO THE ABUT77NG PERENNIAL RYEGRASS 10% PROPERTY OWNERS WHEN THE STREET IS EXTENDED. PAVEMENT REMOVAL, APPLY 1-3 LBS./1000 S.F. ENT GRADING, SEEDING, EXTENSION OF CONCRETE SIDE WALKS AND OTHER WORK INSTALL CONSTRUCTION ENTRANCE PAD INCIDENTAL TO REMOVING 77-IE CUL-DE-SAC ARE REQUIRED UPON STREET TEMPORARY VEGETATIVE COVER: PRIOR TO ANY CONSTRUCTFON PROPOSED SANITARY SEWER LATERAL (A MINIMUM OF FEET LONG EXTENSION. THE DEVELOPER IS RESPONSIBLE FOR ALL WORK, DEEDS, ETC. SEEDING DATES: MARCH 1 TO JUNE 15 & AUGUST 1 TO OCTOBER 15 OR AT OTHER TIMES, WEATHER PERMITTING FROM HOUSE TO MAIN LINE LOT AREA TO REVERT TO LOT 56 = 446 SQ.FT. USE THE FOLLOWING SEED OR EQUAL AS APPROVED BY DESIGN 85-6 0 ®26X f (2.09:MINIMUM) ENGINEER - ^ FL AT MA LINE= 280.8t POINT "A" TO POINT "B": N8616'44"E 24.44' IN ANNUAL RYEGRASS 100% POINT B TO POINT 'C": R=300.00' L=48.77' D=09.18'50" APPLY 1 LB./1000 S.F. GRAPHIC SCALE 4�4'F'CONIy� �i 4d pF�CONNF��.� TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS 40 0 40 ao 4 < EOT�.� �����• ,••••A�F'CT�P�• PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. d04��P�y°��. a L Fo%o pG+�� �40'��P���,M' pro:G'' MANNARINO BUILDERS, INC . gi L.S. NO. 9344 IN FEET ) *�3 IMPROVEMENT LOCATION SURVEY THE LOCATIONS OF UNDERGROUND UTILITIES ARE : No. 9344 ; , '�'�br 9 44 ;� � Cll/IL ENGINEERS :� A:" �,,'`�4,', -•' ,"-�<l �0''�',,� '''' DZEN TREE FARM WINDSOR, CONNECTICUT APPROXIMATE AND ALL UTILITIES MAY NOT BE •.�. ;'�: /�ENSE�•�����0 .,��gN......1 ,�yo��p SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR ,;i►'�� ;; 000000�' WILSON M.ALFORD,JR.,P.E.&L.S. SHALL CALL 1-800-922-4455 AND HAVE THE LOT 56 - UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 27 BLUE SPRUCE ROAD SOUTH WINDSOR, CONNECTICUT SCALE: 1 IN. = 40 FT. DATE: JUNE 10, 2014 D:M0806OPP-56 P:M06024 FOLDER:MANNARINO FILE:MANNARINO-DZEN NOTES - 1. AREA OF LOT 56 = 37881 SQ FT. = 0.870 ACRES 31 2. ZONE OF SUBJECT PARCEL IS -RR OPEN SPACE", S\ \ MINIMUM YARD REQUIREMENT FRONT= 40 FEET SIDE = lo FEET REAR = 20 FEET \ 3. BOUNDARY INFORMA77ON TAKEN FROM PLANS EN777LED - "DZEN TREE FARM SUBDIVISION PLAN PREPARED FAR MANNARINO BUILDERS INC. MASKEL ROAD AND BARBER HILL ROAD SOUTH WINDSOIR, COIVNEC77CUT SCALE- 1 IN.- 40 FT. DATE: AUGUST 29, 2007 REVISION DATES TO 6-17-08 SHEETS S1, S2, S3, S4 AND S5 ALFORD ASSOCIATES, INC. CIVIL \ / ENGINEERS WINDSOR, CONNEC77CUT" f4. OWNER: MAP PREPARED BY \ / M/CHAEL AND EUSE 1ZZO ALFORD ASSOCIATES, INC. ' 27 BLUE SPRUCE ROAD 200 PIGEON HILL ROAD / SOUTH WINDSOR, CONNECTICUT 06074 P.O. BOX 4.84 TEL. # (603) 289-9729 w �860) 6B8 n728B cur o6095 5. ELEVA77ANS ARE BASED ON NGVD29, 6. NO ZONING WOLA7701VS WTH RESPECT TO LOCA7701V OF EXISTING HOUSE FOUNDA770N, AS SHOWN. THERE ARE NO ZONING WOLA7701VS W)TH RESPECT TO LOCATION OF PROPOSED POOL AND SHED, IF ERECTED AS SHOWN. Z EXISTING HOUSE - GARAGE FLOOR ELEVA77ON = 292.18 56 FINISHED FLOOR ELEVA77ON - 294.22 Cli BASEMENT FLOOR ELEVATION = 285.61 PROPOSED MIRAR FABRIC FENCE THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH TO BE INSTALLED PRIOR TO ANY �6� / 1 .W SECTIONS 20-300b-1 THROUGH 20 OF THE REGULATIONS OF THE C0IVNEC77CUT CONSTRUCTION STATE AGENCIES-IMIN/MUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE PROPOSED 10*x16' SHED ' �` OF CONNEC77CUT' AS ENDORSED BY THE CONNEC77CUT ASSOaA770N OF LAND IT IS A LIMITED PRCPERTY19OUNDARY SURVEY BASED ON A FLs=278.55 = 57 FLOOR ELEVA770N= 284.5 N SURVEYORS, INC.DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY (LASS A-2 AND IAND VER77CAL CLASS T-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT PROPOSED FENCE PROPOSED POOL AREA LOCA770VV SURVEY. POOL AREA TO BE FENCED PER TOWN AND STATE CODES 2 4 ' FINAL LOCATION OF FENCE AND 14-6, GATES TO BE COORDINATED WITH EXIS77NG ROOF LEADER & j THE HOMEOWNER F007ING DRAIN LINES TO BE PROPOSED RETAINING WALL o 47 LEGEND - RELOCATED AS NECESSARY �o N , (DESIGN BY OTHERS) PROPERTY LINE INFORMATION: REAR DOWN SPOUTS TO �' 47' Cl. R= 55 00' CONNECT INTO EXISTING `� 284.3 EXISTING IMPROVEMENTS: ROOF LEADER LINE 26.1 L= 19.28 '� D= 20�5'14" 4= EXISTING CONTOUR PROPOSED POOL v, o ' C2.' R= 60.00' SURFACE ELEVATION- 284.5 ro "t'x5.s' 16 a L= MOO )( 310.0 EXISTING SPOT GRADE • " � WINDOW DECK 'r�STi�,O D= 367731 PROPOSED HOT TUB 42.9' S.5' I yOvsE W WATER SERVICE (5.5 x7) C3• R= 300100 FD--- FOOTING DRAIN LINE 2'x6.2' VENT 3 6' L= 4&30' EXIST. HOUSE 11.4' 12.6' EM D= 09'24 58" ? - ROOF LEADER LINE F41-5-14) p L= 284.4fc N N - 1nl M SAN. FL= 283.Of N G GAS SERVICE COVERED STOOP- 0 12.1' �2.8' GM 12 0' R 12 0'N 22.1' N jn I,,E,TV TELEPHONE, ELECTRIC AND CABLE TV SERVICES 22,6' 1z.P ^ / IS G HOUSE 1 t 610 SANITARY SEWER LATERAL EXISTING 55 to 1 _ S O GM • GAS METER tBRICK BIT. CONC. i ` OV PAVER DRIVEWA� \ 1 WALK 20' WIDE STREET TREE EASEMENT GAS GALE 11 IN FAVOR OF THE TOWN OF EM • ELECTRIC METER C SOUTH WINDSOR Wv WATER GATE i C3 1 C" C2 TEMPO ` AND 10' WIDE YANKEE GAS EASEMENT 'TRANS WV PAVEMENT \ ® ELECTRIC MAN HALE ~`_.. 4' WIDE CONCRETE WALK X LIGHT POLE o TEL TELEPHONE HNDHOLE Q�KORA,N -� I 8"0 SON, SEWER o TV CABLE TV BOX _ S E SPRLJC - 29z9s7 ❑ TRANS 7RNSFORMER ON CONCRETE PAD SANAH #35 �Ll) oAp ,:� -`� ----+___t---- ♦_ MB [3 MAIL BOX 'IF=285.21 R TEMPORARY CUL-DE-SAC R M��N r � _ AG AIR CMD1770NING UNIT ON CONCRETE PAD SANCURRENTLY, BLUE SPRUCE ROAD ENDS WITH A TEMPORARY CUL-DE-SAC. 7= 2 31 TF 2#4289 BOTH SIDES OF THE TEMPORARY CUL-DE-SAC REVERTS TO THE ABU777NG TF= 289.31 TF=289-49 PROPERTY OWNERS WHEN THE STREET IS EXTENDED. PAVEMENT REMOVAL, CB #41 GRADING, SEEDING, EXTENSION OF CONCRE7F SIDE WALKS AND 07HER WORK PROPOSED IMPROVEMENTS: TF=289,5o INCIDENTAL 7U REMONNG 774E CUL-DE-SAC ARE REQUIRED UPON STREET SANITARY SEWER LATERAL EXTENSION. 774E DEVELOPER IS RESPONSIBLE FOR ALL "K, DEEDS, ETC. 290.0 SPOT GRADE FROM HOUSE TO MAIN LINE LOT AREA TO REVERT TO LOT 56 = 446 SQ.FT. 85'--6.0 0 2.6X t (2.OX MINIMUM) ��� FL AT MAIN UNE= 280.8t POINT "A" TO POINT "B': NB6'16'44"E 24.44' LFUVI CONTOUR POINT "B" TO POINT "C": R=300.00' L=48.77' D=09'18'50" CRADE TO DRAIN GRAPHIC SCALE M"�p"'�►.�� TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS 40 0 40 eoOF,,,,,NEp� ���,,..••-..FC`T� PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ALFD�O/C+G'A%& •,v• M• ALFO MIC HAE L AND ELIS E IZ Z 0 AMM •' 2 L.S. NO. 9344 ( IN FEET ) 2-24-21 ADDED N07F 8 3 ,'"4• �3 ` *: s _+ ,• No,`9 , 4 IMPROVEMENT LOCATION SURVEY ENGINEERS No. 4344 Cl VIL THE LOCATIONS OF UNDERGROUND UTILITIES ARE 10-13-20 ADDED PROPOSED POOL AND GRADES � � f DZEN TREE FARM APPROXIMATE AND ALL UTILITIES MAY NOT BE �-�lcENSE�••' ��` c'-�!cENs�°•'' • WINDSOR, CONNECTICUT S • ,...•�NG�a QA D,S U R���O�'' • SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 11-10-14 ADDED AS-BUILT HOUSE, IMPROVEMENTS, U77U77ES AND GRADES titiy�,",�u�,,r y ,,,,d'`r rs ` WILSON M.ALFORD,JR.,P.E.&L.S. SHALL CALL 1-800-922-4455 AND HAVE THE LOT 56 - UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 27 BLUE SPRUCE ROAD SOUTH WINDSOR, CONNECTICUT SCALE: 1 IN. = 40 FT. DATE: JUNE 10, 2014 D:M0806OPP-56 P:M06024 FOLDER:MANNARINO MANNARINO-DZEN 4/16/2021 dt Town of South Windsor Planning Department 1540 Sullivan Ave. South Windsor, CT 06074 Accessory structure - sheds, decks (small - under 200 sf) 27 BLUE SPRUCE RD South Windsor, CT 6074 By receiving this permit, the recipient gives consent to searches and inspections as required and shall operate in accordance with the regulations of the South Windsor Zoning Regulations. CA 1/2 4/16/2021 i 6 April , 2021 Pamela Oliva, Zoning Enforcement Officer DATE SIGNED ***PERMIT ONLY VALID IF SIGNED BY ZONING OFFICIAL*** 2/2 DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Applicatio TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT `�d APPR 1540 SULLIVAN AVENUE (� Bldg.Permit# l 644-2511 EXT.230 (Date) *iFg rnspecto6 Application must be printed or typed FEE SCHEDULE Location of Job: 2 $041,000=$15.00 Street No. Sqeet Lot No. Over$1,000- $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS S u1 APPLICANT PHONE# C3\\S OWNER C-- C., nd OWNER ADDRESS CA 0 OWNER PHONE r 2g G�—Q Q U y C ESTIMATED COST $ g, U Q y IS THIS A CONTRACT CAST? �ES NO FEE ENCLOSED$ �6 Z d o c TYPE OF JOB: `S�It•C� 1,-N—ew Installation Alteration/Addition Repair Revised 12/22/11 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES NO BUSINESS CURRENT USE AND OCCUPANCY O ASSEMBLY O MERCANTILE O EDUCATIONAL FUTURE USE AND OCCUPANCY O FACTORY O STORAGE ENGINEER'S NAME PHONE O GARAGE O MIXED USE ADDRESS (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION -2-- /2 SIZE OF MAIN DRAIN y NO. OF TOILETS _STYLE ) - � NO. URINALS STYLE NO. OF BATHTUBS�_ NO. OF SHOWERS I NO. OF LAVATORIES NO.OF CONDUCTORS SIZE -:�> NO.OF STACKS�_ SIZE 3 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 C* YES O NO SIZE OF WINDOW 9 u'Z_ IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWE R SEPTIC TANK SIZE OF WATER MAIN 1 � SIZE OF WATER PIPING&RISER 3/A WATER HEATER: TYPE MANUFACTURER 5- -�-� 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. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT 146o31� APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 I�(ooa 3Z0 Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$11000=$15.00 F 7 /�Cy --I SOver$1,000= No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT ;yc APPLICANT ADDRESS S-7 0 LZ:d--S 7-8n 57 So d T/f c<r C t e6n 7 Y APPLICANT'S PHONE# 97 D 3 6,17-Ir OWNER i✓iy�-A IAl 0 A/'/G. -r-, -f ��Vr N St OWNER OWNERADDRESS gibe �y/1��'o -I� U�ls•� 3— OWNER PHONE 7Q Sir O ".W C 7 ESTIMATED COST$ BO IS THIS A CONTRACT COST? V"Yes No - FEE ENCLOSED $ O ° TYPE OF JOB: �S0 •co -ZNew Installation Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? H'YES ONO RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS Cl ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE O FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD Af^-I SIZE OF SERVICE .. Ace SIZE OF MAIN CONDUCTORS T NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES &NO NUMBERS OF LIGHT CIRCUITS_ l NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES S NUMBER OF OUTLETS y0 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 /0 3 7/cP / c �.— CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT /J �� DATE I �'T n► ,',�►trt`tl_N1 D1:CISTON APPLICATION I,OR 1-1VAC PERMIT 1 I'L11�111 : Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT IgDb3jy APPROVE 1540 SULLIVAN AVENUE Bldg. Permit 644-2511 ext. 230 ►0oD3Z0 Uate Building Inspoctor Application must be printed or typed FEE SCHEDULE Location of lob: / / 13/& r C/-C a-- 7;�� $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT ADVANCED Heating & Air Conditioning, Inc. APPLICANT ADDRESS 701 Nutmeg Rd. No._ South Windsor, CT 06074 APPLICANT PHONE ti (860 ) 282-0205 0 W N s F,q OWNER a r<�/a� OWNER ADDRESS 7�® C—�'I C OWNER PHONE t- T:STTMATED COST$ r IS THIS A CONTRACT COST? Yes _No I IT I:N('l.()til-l) 5 �i �i �•. t} O 01 Ic M: SOR-Co t I'PI,ICATION FOR I-IVAC PERMIT (Continued from reverse side) ,( ,) S ENI: TYPE. OF 1UILDING: NG ENTIAL O COMMERCIAL J i:NTILATION Cl INDUSTRIAL J >I'LAM LOW PRESSURE,4itMT LBS. HIGH PRESSURE LIMIT __ LBS 'j I n'DRONIC ARM AIR Cl UNIT RADIANT HEATER 1:\!STING RADIATION ADDITIONAL RADIATION TOTAL RADIATION f)ESIGN TEMP. OUTSIDE m OF INSIDE_Z _°F DIFFERENCE !'(')-I AI_ HEAT LOSS (BTUH)7.4_°F(HEAT LOSS SHEET MUST ACCOMPANY :APPLICATION) 1) .:SC'RIBE ALL HEATING EQUIPMENT(INCLUDING M E& MODEL NO.) c,l<usS liE•:A1'ItiC CAPACITY (INPUT—BTUIi) NET RATIN G OUTPUT—BTUH) 11 I'F: O F F U E 1. J OIL— L'1'ANK LOCA"PION :0 1NSIDEO OUTSIDE• CAPACI"1'Y <S--INPUT LPG TANK CAPACITY ELECTRIC—KW _ :xI1( CONDITIONING � JL5MN "1'1 M1'. OUTSIDE�/ "F INSIDE�a OF DIFFERENCE Z, ^"� COPAL HEAT GAIN (BTUH) ZA," (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) llESCRIBE ALL COOLING F� U� I�ME` INCLUDING MAKE&MODEL NO.) CONNAGE COOLING CAPACITY (BTUH) CS M:SC'RIBE ALI. AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPNIEN 1 TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) ! 'L l(THER DESCRIPTION OF WORK - THE E UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO i�`tPLI' WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN'Tlii: i'::RFORNIANCE OF SUCH WORK. 3614 _ S-1 — CT - - — CONTRACTORS LICENSE NO. I' S l A 1 I. N:�1 URI.OF APPLICANT - t i Lot #56, 27 Blue Spruce Rd. HVAC Load Calculations for Mannarino Builders MLMOLM LYMqM i i RHVACHVAC LOADS i Prepared By: Stephen Smith i Advanced Htg&AC Inc i Friday, June 27, 2014 Rhvac-Residential&Light ConwwwwreJell H1/AC LOads Elko Sofbwe Development,Inc. Advanced Htg 8 A/C Lot#56, 27 Blue Spruce Rd South Windsor,CT 06074 _ _ _ Pap 29 ------ --- -------------- - - 5ystea- _j Roon_� Load Sum-------ma1- 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 1- 1 Family 495 9,293 121 2-6 458 3,950 1,136 180 1.00 180 180 2 Study 120 8,892 116 1-8 455 3,489 812 159 1.05 167 159 3 Great Room 341 10,246 133 2-6 538 4,643 1,164 211 1.25 264 211 4 Dining 208 4,678 61 2-6 554 4,786 1,296 218 1.25 272 218 5 Pantry/lav 104 1,378 18 1-4 60 116 0 5 1.00 5 5 6 Kitchen/laundry 285 9,093 118 1-7 473 2,778 883 126 1.18 149 126 Zone 1 subtotal 1,553 43,580 566 19,762 5,291 899 1,037 899 ---Zone 2--- 7 Bedroom 1 173 6,820 89 1-6 520 2,244 310 102 1.25 128 102 8 Master Suite 595 9,032 117 2-6 588 5,074 892 231 1.20 276 231 9 Bed 2 300 7,679 100 2-6 543 4,686 225 213 1.00 213 213 10 Bed 3 375 5,825 76 1-7 509 2,988 282 136 1.25 170 136 Zone 2 subtotal 1,443 29,356 382 14,992 1,709 682 787 682 System 1 total 2,996 72,936 948 34,754 7,000 1,581 1,824 1,581 System 1 Main Trunk Size: 16x17 in. Velocity: 895 ft./min Loss per 100 ft.: 0.085 in.wg Rooling System Summary Cooling Sensible/Latent Sensible Latent Totel ' Tons Split Btuh Btuh Btuh Net Required: 3.48 83%/ 17% 34,754 7,000 41,754 Recommended: 3.86 75%/25% 34,754 11,585 46,339 Heating System Cooling System Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh I C:\Documents and Settings\Steve Smith\Desktop\My Dropbox\Projects\Mann Lot 8 Frazier FFrrRtkpdune 27, 2014, 10:48 AM 1 � F O R T E ' MEMBER REPORT Level,BASEMENT BEAM i PASSED ,( 3 piece(s) 1 3/4" x 9 1/2" 1.9E Microllam® LVL �ue `'I ' (� Overall Length: 12'5" o003� ,r ur � 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual®Location Allowed Result LDF Load:Combination(Pattern) -- System:Floor Member Reaction(Ibs) 3744 @ 2" 7809(3.50") Passed(48%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 3091 @ 1'V 9476 Passed(33%) 1.00 1.0 D+1.0 L(Ali Spans) Building Use:Residential Moment(Ft-Ibs) 11007 @ 6'2 1/2" 17662 Passed(62%) 1.00 1.0 D+ 1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.325 @ 6'2 1/2" 0.403 Passed(L/446) 1.0 D+1.0 L(All Spans) I Design Methodology:ASO Total Load Defl.(in) 0.433 @ 6'2 1/2" 0.604 Passed(1-/335) 1.0 D+1.0 L(All Spans) Deflection criteria:U.(L/360)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 12'5"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length Loads to Supports(Ibs) Supports Total Available T Required Dead � Total Accessories \ 1-Stud wall-SPF 3.50" 3.50" 1.68" 930 2814 3744 Blocking 2-Stud wall-SPF 3.50" 3.50" 1.68" 930 2814 3744 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 Dead Floor Live Loads Location width (0.90) (L00) Comments 1-Uniform(PSF) 0 to 12'5" 11'4" 12.0 40.0 Residential-Living Areas Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are rot 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.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design bads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 5/28/2014 8:26:24 AM Robert Young Forte v4.1,Design Engine:V5.7.0.245 YoungDesigns LLC (860)9M3509 yngdsns@aol com Page 1 Of 1 r a /►' ♦ !i `. � � Y .` R � ;i r� �p.�,C,� 1• I F O R T E MEMBER REPORT Level,BASEMENT BEAM 1 PASSED 2 piece(s) 1 3/4rr x 9 1/2 1.9E Microllam® LVL Overall Length:12'5" O O _ r 'r ill 1cr a a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Alloyed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 2424 @ 12'3" 8881(3.50") Passed(27%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 2001 @ 1'1" 6318 Passed(32%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 7127 @ 6'2 1/2" 11775 Passed(61%) 1.00 1.0 D+ 1.0 L(All Spans) Building Code:IBC Live Load Dell.(in) 0.316 @ 6'2 1/2" 0.403 Passed(L/459) -- 1.0 D+1.0 L(All Spans) Design Methodology:Aso Total Load Dell.(in) 0.420 @ 6'2 1/2" 0.604 Passed(L/345) 1.0 D+1.0 L(All Spans) Deflection criteria:LL(L/360)and TL(L,/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 12'5"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. eesrinp terpNr, Loads to 8appats'O Supports Total Available Required Dead LiveTotal Accessories 1-Pocket in masonry-concrete 3.50" 3.50" 1.50" 603 1821 2424 None 2-column-SPF _ 3.50" 3.50" 1.50" 603 1821 2424 Mocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Floor Live Loads Location Width (0.90) (1.00) 1 Comments 1-Uniform(PSF) 0 to 12'5" 7'4" 12.0 40.0 1 Residential-Living Areas Weyer aeuser NotesNoteS n SUSTAINABLE FORESTRY INi TIATNE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.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.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 ,lob Notes 6/12/2014 9:19:54 PM Robert Young Forte v4.1,Design Engine:V5.7.0.245 Young Designs LLC (800)908-3509 yngdsnsaaolcom Page 1 of 1 I r ' %� % MEMBER REPORT Level,BASEMENT BEAM 3 PASSED F O R T E 3 piece(s) 1 3/4rr x 11 7/8 1.9E Microllam® LVL Overall Length: 15'7" 0 0 15' ■ 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Fatten) System:Floor Member Reaction(Ibs) 4726 @ 2" 13322(3.50") Passed(35%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 3949 @ 1'3 3/8" 11845 Passed(33%) 1.00 1.0 D+1.0 L(All Spans) Building use:Residential Moment(Ft-Ibs) 17633 @ 7'9 1/2" 26772 Passed(66%) 1.00 1.0 D+1.0 L(All Spans) Building code:1Bc Live Load Defl.(in) 0.422 @ 7'9 1/2" 0.508 Passed(L/434) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.565 @ 79 1/2" 0.762 Passed(L/324) 1.0 D+1.0 L(All Spans) Deflection criteria:LL(1-1360)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 15'7"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. — Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Total Accessories 1-Column-SPF 3.50" 3.50" 1.50" 1194 3532 4726 Blocking 2-Pocket in masonry-concrete 3.50" 3.50" 1.50" 1194 3532 4726 None •Blocking Panels are assumed to tarty no bads applied directly above them and the full bad is applied to the member being designed. Tributary Dead Floor Lhre Loads Location Width (0.90) (1.00) Comments i 1-Uniform(PSF) 0 to 15'7" 11'4" 12.0 40.0 Residential-Living Areas Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.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.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 Noter, 6/12/2014 9:21:31 PM Robert Young Forte v4.1,Design Engine:V5.7.0.245 YoungDeslgns LLC (860)908.3509 yngdsns@aol com Page 1 of 1 MEMBER REPORT Level,BASEMENT BEAM 4 PASSED !� F O R T E 3 piece(s) 1 3/4n x 11 7/8 1.9E Microllam® LVL Overall Length:15'7" 4; 15' All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 4659 @ 2" 13322(3.50") Passed(35%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 3892 @ 1'3 3/8" 11845 Passed(33%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 17381 @ T 9 1/2" 26772 Passed(65%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.416 @ 79 1/2" 0.508 Passed(L/440) 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.557 @ 7 9 1/2" 0.762 Passed(1-1329) 1.0 D+1.0 L(All Spans) Deflection criteria:LL(1./360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 15'7"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Total AccessoriesLive . 1-Column-SPF 3.50" 3.50" 1.50" 1178 3480 4658 Blocking 2-Pocket in masonry-concrete 3.50" 3.50" 1.50" 1178 3480 4658 None •Blocking Panels are assumed to carry no bads applied directly above them and the full bad is applied to the member being designed. Tributary Dead Fluor Live Loads Location Width (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 15'7" 1 1 P 2" 12.0 40.0 Residential-Living Areas Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.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.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable: forestry standards. The product application,input design bads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator .lob Notes 6/12/2014 9:22:42 PM Robert Young Forte v4.1,Design Engine:V5.7.0.245 YoungDesigns LLC (860)908-3509 yngdsns@aol.com Page 1 of 1 r !9I F O R T MEMBER REPORT Level, BASEMENT BEAM 5 PASSED E 2 piece(s) 1 3/4rr x 9 1/2 1.9E Microllam® LVL Overall Length:13'5" wry�fn: K ar 'i B 17 10" All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Resu@ LOF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 2271 @ 1T 3" 8881(3.50") Passed(26%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 1904 @ 1'1" 6318 Passed(30%) 1.00 1.0 D+1.0 L(All Spans) Building use:Residential Moment(Ft-Ibs) 7243 @ 6'8 1/2" 11775 Passed(62%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.371 @ 6'8 1/2" 0.436 Passed(L/423) 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.496 @ 6'8 1/2" 1 0.654 Passed(L/316) 1.0 D+1.0 L(All Spans) Deflection criteria:LL(L/360)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 13'5"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length - Loads to Supports(Ibs) Supports Tout Available Required Dead Li oor Total Accessories 1-Pocket in masonry-concrete 3.50" 3.50" 1.50" 571 1699 2270 None 2-Column-SPF 3.50" 3.50" 1.50" 571 1699 2270 Blocking •Blocking Panels are assumed to carry no bads applied directly above them and the full load is applied to the member being designed. Tributary Dead Floor Livef:' Loads Location width (0.90) (1.00) 1-Unif.r(PSF) 0 to 13'5" 6'4" 12.0 40.0 Residential-Living Areas Weyerhaeuser Notes ; (ZS}SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values �j Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.wooclbywy.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.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 ,lob Notes 6/12/2014 9:23:56 PM Robert Young Forte v4.1,Design Engine:V5.7.0.245 YoungDesigns LLC (860)908-3509 yngdsns(gaol com Page 1 of 1 r /1 F 0 R T E , MEMBER REPORT Level,BREAKFAST NOO BEAM PASSED 3 piece(s) 1 3/4" x 9 1/2" 1.9E Microllam® LVL Overall Length:15'9" D II o 15' � 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location I Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 3173 @ 15'7" 5020(2.25") Passed(63%) -- 1.0 D+ 1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 2769 @ 1'3" 9476 Passed(29%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 11999 @ 7'11 1/2" 17662 Passed(68%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.507 @ 7'11 1/2" 0.508 Passed(L/361) 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Deft.(in) 0.734 @ 7'11 1/2" 1 0.762 Passed(1-1249) 1.0 D+1.0 L(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 15'6 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead Floor Total Accessories i 1-Stud wall-SPF 5.50" 4.25" 1.50" 1015 2268 3283 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 994 2221 3215 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Floor Live Loads Location Width (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 15'9" 9'6" 12.0 30.0 Residential-Sleeping Areas Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.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.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 ,lob Notes 6/12/2014 10:30:51 PM Robert Young Forte v4.1,Design Engine:V5.7.0.245 YoungDesigns LLC (860)908.3509 yngdsnsQad.com Page 1 of 1 F O R T E MEMBER REPORT Level,DECK BEAM PASSEL ig] 2 piece(s) 2 x 10 Southern Pine No. 2 Overall Length:8'3' 4` 0 0 1 � 1 1 a o All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 1530 @ 2" 5933(3.50") Passed(26%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 1136 @ 1'3/4" 3238 Passed(35%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 2907 @ 4'1 1/2" 2853 Passed(102%) 1.00 1.0 D+1.0 L(All Spans) Building Cade:IBC Live Load Defl.(in) 0.089 @ 4'1 1/2" 0.264 Passed(V999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.118 @ 4'1 1/2" 0.396 Passed(L/803) 1.0 D+1.0 L(All Spans) Deflection criteria:LL(L/360)and TL(1J240). Bracing(Lu):All compression edges(top and bottom)must be braced at 6"o/c unless detailed otherwise.Proper attachment and positioning of lateral tracing is required to achieve member stability. Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead F Total Accessories Live 1-Column-SPF 3.50" 3.50" 1.50" 375 1155 1530 Blocking 2-Coumn-SPF 3.50" 3.50" 1.50" 375 1155 1530 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 Dead Floor Live Loads Location Width (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 8'3" 7' 12.0 40.0 Residential-Living Areas Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser ligature for installation details. (www.woodbywy.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 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 ,lob Notes 6/12/2014 8:58:22 PM Robert Young Forte v4.1,Design Engine:V5.7.0.245 YoungDesigns LLC (860)908-3509 yngdsns^a aoi corn Page 1 of 1 � I %y MEMBER REPORT Level,DECK JOIST PASSED �F O R T E 1 piece(s) 2 x 10 Southern Pine No. 2@ 16" OC Overall Length: 14'9" F k 0 " 12' � o a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results actual 0 Location Allowed Result LOF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 421 @ 3 1/2" 1271(1.50") Passed(33%) -- 1.0 D+1.0 L(Alt Spans) Member Type:Joist Shear(Ibs) 369 @ 11'6 1/4" 1619 Passed(23%) 1.00 1.0 D+ 1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 1276 @ 6'4 5/16" 1640 Passed(78%) 1.00 1.0 D+ 1.0 L(Alt Spans) Building Code:IBC Live Load Defl.(in) 0.194 @ 6'4 7/8" 0.408 Passed(1-/757) 1.0 D+1.0 L(Alt Spans) Design Methodology:ASO Total Load Defl.(in) 0.247 @ 6'4 11/16" 1 0.611 Passed(L/593) 1.0 D+1.0 L(Alt Spans) TJ-Pro`"Rating N/A N/A Deflection criteria:LL(1-/360)and TL(L/240). Overhang deflection criteria:LL(21.1360)and TL(21-1240). •Bracing(Lu):All compression edges(top and bottom)must be traced at T 7 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. A 15%increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NOS 2005 methodology. •No composite action between deck and joist was considered in analysis. — Bearing Length Loads to Supports Qbs) -- — Supports Total Available Required Dead F� Total Accessories 1-Hanger on 9 114"SYP ledger 3.50" Hanger' 1.50" 99 342 441 See note' 2-Beam-SPF 5.50" 5.50" 1.50" 137 456 593 Blocking •Blocking Panels are assumed to carry no bads applied directly above them and the full load is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 'See Connector grid below for additional information and/or requirements. Connector:Simpson Strong-Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 1-Top Mount Hanger JB210 2.00" 2-16d common 2-16d common 2-prong Dead Floor Live Loads Location Spacing (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 14'9" 16" 12.0 40.0 Residential-Living Areas Weyerhaeuser Notes SUSTAINABLE FORE57RY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.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.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design bads,dimensions and support information have been provided by Forte Software Operator Forte Software operator Job Notes 6/12/2014 9:00:55 PM Robert Young Forte v4.1,Design Engine:V5.7.0.245 YoungDesigns LLC (860)908-3509 yngdsns@aolcom Page 1 of 1 -- ....---- -- -- _. - .. . - • MEMBER REPORT Level, GARAGE BEAM 1 PASSEI 9■ O R T E 3 piece(s) 1 3/4" x 16" 1.9E Microllam@ LVL Overall Length:21'11" gum am= y } O D i 21 4" — 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. �esl n Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 6427 @ 2" 7809(3.50") Passed(82%) - 1.0 D+ 1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 5474 @ 1'7 1/2" 15960 Passed(34%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 34154 @ 10'11 1/2" 46671 Passed(73%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.658 @ 10'11 1/2" 0.719 Passed(L/394) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.890 @ 10'11 1/2" 1.079 Passed(L/291) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/360)and TL(L/240). Bracing(W):All compression edges(top and bottom)must be braced at 10'2 3/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Total Accessories Live 1-Stud wall-SPF 3.50" 3.50" 2.88" 1679 4749 6428 Blocking 2-Stud wag-SPF 3.50" 3.50" 2.88" 1679 4749 6428 Blocking • Blocking Panels are assumed to carry no bads applied directly above them and the fu8 load Is applied to the member being designed. Tributary Dead Floor Live Loads Location Width (0.90) (1.00) I Comments 1-Uniform(PSF) 0 to 21'11" 10'10" 12.0 40.0 Residential-Living Areas '_Weyerhaeuser Notes (IS)"TAINABLF FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.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 creed 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.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 6/12/2014 10:34:49 PM Robert Young Forte v4.1,Design Engine:V5.7.0.245 YoungDesigns LLC (860)g08-3509 yngdsns,Qaol.com Page 1 of 1 •!1 F O R T E MEMBER REPORT Level, GARAGE BEAM 2 PASSED 3 piece(s) 1 3/4" x 16" 1.9E Microllam® LVL Overall Length: 19'11" { a�ll i, ,,` ' �, 1 � 1 1 1 17 4" Y� All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LOF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 6186 @ 2" 7809(3.50") Passed(79%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 5177 @ 1'7 1/2" 15960 Passed(32%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 29779 @ 9'11 1/2" 46671 Passed(64%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.479 @ 9'11 1/2" 0.653 Passed(L/491) 1.0 D+ 1.0 L(Ail Spans) Design Methodology:ASO Total Load Defl.(in) 0.647 @ 9'11 1/2" 0.979 Passed(L/363) 1.0 D+1.0 L(All Spans) Deflection criteria:LL(L/360)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 12'3 11/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral tracing is required to achieve member stability. --- Bearing Length Loads to Supports(Ibs) , $UPPOrtS Total Available Required Dead Floor Total AcCe soriiei Live ' 1-Stud wall-SPF 3.50" 3.50" 2.77" 1605 4581 6186 Blocking 2-Stud wall-SPF 3.50" 3.50" 2.77" 1605 4581 1 6186 Blocking •Blocking Panels are assumed to carry no bads applied directly above them and the full bad is applied to the member being designed. Tributary Dead 1 Floor Live Loads Location width (0.90) i (1.00) Comments 1-Uniform(PSF) 0 to 19'11" 11'6" 12.0 40.0 Residential-Living Areas Weyerhaeuser Notes 14) SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser e)ressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.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.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 6/12/2014 10:36:05 PM Robert Young Forte v4.1,Design Engine:V5.7.0.245 YoungDesigns LLC (860)908-3509 yngdsns@ad.com Page 1 of 1 • ' F O R T E MEMBER REPORT Level, GREAT ROOM/READING ROOM PASSEL, 2 piece(s) 1 3/4" x 9 1/2" 1.9E Microllam® LVL Overall Length:16'7" D - - - . ". U tsTO" 77, 0 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed ResuR LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 1436 @ 2" 3347(2.25") Passed(43%) -- 1.0 D+ 1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 1262 @ 1'1" 6318 Passed(20%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 5729 @ 8'2 1/2" 11775 Passed(49%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.394 @ 8'2 1/2" 0.536 Passed(L/489) 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.582 @ 8'2 1/2" 0,804 Passed(1-/331) 1.0 D+1.0 L(All Spans) Deflection criteria:LL(L/360)and TL(L/240). •Bracing(Lu):AN compression edges(top and bottom)must be braced at 16'4 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length loads to Supports(Ibs) Supports Total Avallable Required Dead Floor UweTotal Accessories 1-Stud wall-SPF 3.50" 2.25" 1.50" 468 985 1453 1 1/4"Rim Board 2-Stud wall-SPF 5.50" 4.25" 1.50" 478 1005 1483 1 1/4"Rim Board •Rim Board is assumed to carry all bads applied directly above R.bypassing the member being designed. Tributary Dead Floor Live Loads Location Width (0.90) (1.00) comments 1-Uniform(PSF) 0 to 16'7" 4' 12.0 30.0 Residential-Sleeping Areas Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.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.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 6/12/2014 10:32:37 PM Robert Young Forte v4.1,Design Engine:V5.7.0.245 Young Designs LLC 1880)908-3509 yngdsnsaaol com Page 1 of 1 • F O R T E MEMBER REPORT Level. PORCH BEAM PASSED 2 piece(s) 2 x 10 Southern Pine No. 2 Overall Length: 10'11" 0 O i 10 4' � 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results ---- —Actual 0 Location Allowed Result LDF Load,Combination(Pattern) System:Floor Member Reaction(Ibs) 551 @ 2" 5933(3.50") Passed(9%) -- 1.0 D+1.0 Lr(All Spans) Member Type:Drop Beam Shear(Ibs) 444 @ 1'3/4" 4047 Passed(11%) 1.25 1.0 D+1.0 Lr(All Spans) Building Use:Residential Moment(Ft-Ibs) 1415 @ 5'5 1/2" 3566 Passed(40%) 1.25 1.0 D+1.0 Lr(All Spans) Building Code:IBC Live Load Deft.(in) 0.0710 5'5 1/2" 0,353 Passed(L/999+) -- 1.0 D+1.0 Lr(All Spans) Design Methodology:ASD Total Load Deft.(in) 0.103 0 5'5 1/2" 0,529 Passed(L/999+) 1.0 D+1.0 Lr(All Spans) Deflection criteria:LL(L/360)and TL(L/240). - - Bracing(Lu):All compression edges(top and bottom)must be braced at 10'11"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Applicable calculations are based on Nos 2005 meYUwdology. Bearing Length Loads to Supports(Ibs) supports Total Available Required Dead Roof Total Accessories Live 1-Column-SPF 3.50" 3.50" 1.50" 169 382 551 Blocking 2-Column-SPF 3.50" 3.50" 1.50" 169 382 551 Blocking "Blocking Panels are assumed to carry no loads applied directly above them and the full bad is applied to the member being designed. Tributary Dead Roof Live Loads Location Width (0.90) (nonanow 1.I5) Comments 1-Uniform(PSF) 0 to 10'11" 2' 12.0 35.0 Residential-Living Areas Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.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.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design bads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 6/12/2014 10:48:11 PM Robert Young Forte v4.1,Design Engine:V5.7.0.245 YoungDesrgns LLC (860)908.3509 yngdsns@aol.com Page 1 of 1 sal Fb D Z e MEMBER REPORT Level, Roof:Nip/Valley Beam PASSE[ �i/1 ,` Imo, 1 piece(s) 1 3/4" x 11 7/8" 1.9E Microllam® LVL Overall Sloped Length: 18'4 9/16" r" + .. 1 r - + o u 8.49 14'1 11/16" 1 2 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattem) System:Roof Member Reaction(Ibs) 1946 @ 2" 2603(3.50") Passed(75%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 1518 @ 1'1 3/16" 4541 Passed(33%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 5088 @ 6'1 1/4" 10263 Passed(50%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.358 @ 6'10 5/8" 0.571 Passed(L/575) 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.595 @ 6'10 3/4" 0,856 Passed(L/345) 1.0 D+1.0 S(All Spans) Member Pitch:8.49/12 Deflection criteria:U.(L/360)and TL(L/240). • Support uplift limited to Weyerhaeuser maximum uplift value of 1000 Ibs. • Bracing(Lu):All compression edges(top and bottom)must be braced at 8'5 7/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length Loads to Supports(Ibs) + Supports Total Available Required Dead Snow Total Accessories 1-Beveled Plate-SPF 3.50" 3.50" 2.62" 1 766 1180 1946 Blocking 2-Hanger on I1 7/8"SPF beam 3.50" Hangerr 1.50" 394 570 964 See note •Blocking Panels are assumed to carry no bads applied directly above them and the full load is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • See Connector grid below for additional information and/or requirements. Connector:Simpson Strong-Tie Connectors k Support Model Seat Length Top Nails Face Nails Member Nails Accessories 2-Face Mount Hanger LSSU125 3.50" N/A 9-1Od common 7-10d x 1-112 LSTA12 Strap I Tributary I Dead Snow Loads Location Width (0.90) (1.15) Comments 1-Tapered(PLF) 0 to 14'1 I1/16" N/A 122.5 to 0.0 247.5 to M Generated from Roof Geometry Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.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.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 .lob Notes 6/1312014 9:04:41 AM Robert Young Forte v4.1,Design Engine:V5.7.0.245 Young Designs LLC (860)908-3509 yngdsns@aol corn Page 1 of 1 Simpson Strong-Tie 2009 IRC Required Braced-Wall-Line Length Calculations PROJECT INFORMATION NAME:Michael&Elise luo ADDRESS:Lot t156(27)Blue Spruce Rd,South Windsor,CT. WALL DIRECTION:Side To Side SEISMIC DESIGN CATEGORY:B BASIC WIND SPEED:100 mph WIND EXPOSURE CATEGORY:B Wall Line 1-1 wall Line 2-1 c Braced-Wall-Line Location I st of 3-story lst of 3-story Eave to Ridge Height 13 It 13 ft Braced-Wall-Line Spacing 0 00 ft 0 00 ft Wall Height 8 fl 8 ft Bracing Method Cs CS GB Construction Type N/A N/A Gypsum Wall Board on Inside No No Horizontal Joints Blocked Yes Yes Holdown Device Used No No Tabulated Wind Bracing Amount 0 ft 0 ft Exposure Height Factor I I Eave-to-Ridge height Factor 106 106 Wind Wall Height Factor 0.9 09 Number of BWL Factor 1 I Holdown Factor 1 I Blocked Joint Factor I I Gypsum on Inside Factor 1.5 1 5 Wind GB Construction Factor I 1 Required Wind Bracing Amount 0 ft 0 It x -„4.,-.l i..y. �fe Length of Wall Bracing Requued 4 ft 4 ft NOTES I. This wall-bracing evaluation is based on the 2009 International Residential Code.The user is responsible for ensuring that the project fits within the scope of die IRC and complies with the wall-bracing requirements of Sections R602.10,R602.1 I and R602.12 as applicable. 2. One-and two-family dwellings and townhouses in Seismic Design Categories A and B and one-and two-family dwellings in Seismic Design Category C are exempt from the seismic requirements of the IRC.771e length of wall bracing shall be in accordance with die requirements of Table R602.10.1.2(1) based on wind speed,including all applicable adjustment factors. 3. Braced-wall lines using die continuous sheathing(CS)method shall be constructed in accordance with the requirements of Sections R602.10.4 and R602.10.5,as applicable. 4. Braced-wall panels shall be located at each end of braced-wall lines and may begin up to 12.5 feet from the end provided the total combined distance from each end does not exceed 12.5 feet in accordance with Figure R602.10.1.4(2).Comer construction for continuously sheathed methods shall be in accordance with Section R602.10.4.4 or R602.10.5.3,as applicable. 5. Braced-wall panel spacing shall not exceed 25 feet on center in accordance with Section R602.10.1.4. 6. Braced-wall-line spacing shall not exceed 60 feet on center. 7. Interior braced-wall-line spacing is the greater of the distance between two adjacent braced-wall lines in accordance with Figure R602.10.1.4(4). www.strongtie.com/webapps/bracedWall This is page 1 of 2 • Simpson Strong-Tie 8. Refer to die Strong-6f all S camrulls—Trescintnr Desrgn Guide for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-wall panels.Simpson Strong Tic®Wood and Steel Stronb Wall`D shcarwalls may be considered equivalent to the code braced-wall panel construction method WSP with gypsum board applied on the inside. 9. Mixing of intermittent bracing methods within a braced-wall line is permitted only in Seismic Design Categories A and Blind for detached dwellings in Seismic Design Category C.The length of bracing required for the braced-wall line shall be the highest bracing length calculated for each method used within the braced-wall line. 10. horizontal panel joints in braced-wall panels shall be blocked in accordance with Section R602.10.8. WARNINGS 1. The required amount of wall bracing shall not be less than 4 feet in accordance with Section R602.10.1.2. 2. For buildings in SDC DO,DI,and D2 the user must ensure braced wall line spacing greater than 25 feet satisfies the requirements of Section R602.10.1.5. 3. The wall bracing provisions of die IRC may not be used in hurricane prone regions,as defined in Section R202,where the basic wind speed equals or exceeds 100 mph. vv This is a e 2 of 2 wwstrongtie.com/webapps/bracedWall p 9 ©Simpson Strong-Tie 2009 IRC Required Braced-Wall-Line Length Calculations PROJECT INFORMATION NAME:Michael&Elise ILo ADDRESS:Lot#56(27)Blue Spruce Rd,South Windsor,CT. WALL DIRECTION:Front to Back SEISMIC DESIGN CATEGORY:B BASIC WIND SPEED:100 mph WIND EXPOSURE CATEGORY:B Wall Line A-1 wall Line B-1 wall Line C-I wall Line D-1 Wall Line E-1 Braced-Wall-Line Location I st of 2-story 1 st of 2-story I st of 2-story I st of I-story 1 st of I-story Eave to Ridge Height 14 ft 14 ft 13 ft 12 R 12 ft Braced-Wall-Line Spacing 37.00 It 37.00 ft 13.33 ft 13 33 ft 13.17 ft Wall Height 9 ft 9 ft 9 ft ]Oft loft Bracing Method CS CS CS CS CS GB Construction Type N/A N/A N/A N/A N/A Gypsum Wall Board on Inside Yes Yes Yes No No Horizontal Joints Blocked Yes Yes Yes Yes Yes Holdown Device Used No No No No No Tabulated Wind Bracing Amount 13 45 ft 13.45 ft 5 6655 ft 2 9995 ft 2 9755 ft Exposure Height Factor I I I I I Eave-to-Ridge height Factor 1.12 1 12 1.09 1.12 1 12 Wind Wall Height Factor 095 095 095 1 1 Number of B W L Factor 1 6 16 16 16 16 1loldown Factor 1 I 1 I I Blocked Joint Factor I I I I I Gypsum on Inside Factor 1 I 1 1 5 1 5 Wind GB Construction Factor I 1 I I 1 Required Wind Bracing Amount 22.9 ft 22 9 ft 9.39 it 8 06 ft 8 ft Length of Wall Bracing Required 22.9 ft 22 9 ft 9.39 it 8 06 ft S ft NOTES 1. This wall-bracing evaluation is based on the 2009 International Residential Code.The user is responsible for ensuring that the project fits Within the scope of the IRC and complies with the wall-bracing requirements of Sections R602.10,R602.11 and R602.12 as applicable. 2. One-and two-family dwellings and townhouses in Seismic Design Categories A and B and one-and two-family dwellings in Seismic Dcsign Category C are exempt from the seismic requirements of the IRC.The length of wall bracing shall be in accordance with the requirements of Table R602.10.1.2(1) based on wind speed,including all applicable adjustment factors. 3. Braced-wall lines using die continuous sheathing(CS)method shall be constructed in accordance with the requirements of Sections R602.10.4 and R602.10.5,as applicable. 4. Braced-wall panels shall be located at each end of braced-wall lines and may begin up to 12.5 feet from die end provided the total combined distance from each end does not exceed 12.5 feet in accordance with Figure R602.10.1.4(2).Comer construction for continuously sheathed methods shall be in accordance with Section R602.10.4.4 or R602.10.5.3,as applicable. 5. Braced-wall panel spacing shall not exceed 25 feet on center in accordatice with Section R602.10.1.4. 6. Braced-wall-line spacing shall not exceed 60 feet on center. 7. interior braced-wall-line spacing is the greater of the distance between two adjacent braced-Wall lines in accordance with Figure R602.10.1 A(4). www.strongtie.com/webapps/bracedWall This is page 1 of 2 Simpson Strong-Tie 8. Refer to the Desten Guide for pre-cngincered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-wall panels.Simpson Strong-Tie"o Wood and Steel Stronb ®Wall shcanvalls may be considered equivalent to the code braced-wall panel construction method WSP with gypsum board applied on the inside. 9. Mixing of intermittent bracing methods within a braced-wall line is permitted only in Seismic Design Categories A and B and for detached dwc11 ings in Seismic Design Category C.The length of bracing required for the braccd-wall line shall be the highest bracing length calculated for each method used within the braccd-wall line. 10. Horizontal panel joints in braced-wall panels shall be blocked in accordance with Section R602.10.8. WAMNINCS 1. For buildings in SDC DO,DI,and D2 the user must ensure braced wall line spacing greater than 25 feet satisfies the requirements of Section R602.10.1.5. 2. The wall bracing provisions of the IRC may not be used in hurricane prone regions,as defined in Section R202,w here the basic wind speed equals or exceeds 100 mph. www.strongtie.com/webapps/bracedWall This is page 2 of 2 ©Simpson Strong-Tie 2009 IRC Required Braced-Wall-Line Length Calculations PROJECT INFORMATION NAME:Michael&Elise luo ADDRESS:Lot#56(27)Blue Spruce Rd,South Windsor,CT. WALL DIRECTION:Side To Side SEISMIC DESIGN CATEGORY:B BASIC WIND SPEED:100 mph WIND EXPOSURE CATEGORY:B Wall Line 1-2 wall Line 2-1 wall Line 3-1 WWIx. T Braced-Wall-Line Location 2nd of 3-slory I st of 2-story I st of 2-story Eave to Ridge Height 13 ft 12 ft 12 ft Braced-Wall-Line Spacing 7.67 ft 23.00 ft 23.00 ft Wall Height 9 ft loft 9 ft Bracing Method CS CS CS GB Construction Type N/A N/A N/A Gypsum Wall Board on Inside Yes No Yes Horizontal Joints Blocked Yes Yes Yes Holdown Device Used No No No Tabulated Wind Bracing Amount 3 4515 ft 8 9 ft 8.9 ft Exposure Height Factor 1 I I Eave-to-Ridge Height Factor 109 1.06 106 Wind Wall Height Factor 095 1 095 Number of B WL Factor 13 13 1 3 Holdown Factor I 1 I Blocked Joint Factor I I 1 Gypsum on Inside Factor 1 1 5 1 Wind GB Construction Factor 1 1 I Required Wind Bracing Amount 4 65 ft 18 4 ft 11 65 ft Fte t` k •;y. 4 a;n.J & •t... ,. M„ 77-.777 .``>v i � Length of Wall Bracing Required 4.65 ft 18 4 ft 11 65 ft NOTES I. This wall-bracing evaluation is based on the 2009 International Residential Code.The user is responsible for ensuring that the project fits within die scope of Ole IRC and complies with the wall-bracing requirements of Sections R602.10,R602.11 and R602.12 as applicable. 2. One-and two-fvnily dwellings and townlhouscs in Seismic Design Categories A and B and one-and two-family dwellings in Seismic Design Category C are exempt from die seismic requirements of die IRC.The length of wall bracing shall be in accordance with Ole requirements of Table R602.10.1.2(I) based on wind speed,including all applicable adjustment factors. 3. Braced-wall lines using the continuous sheathing(CS)method shall be constructed in accordance With the requirements of Sections R602.10.4 and R602.10.5,as applicable. 4. Braced-wall panels shall be located at each end of braced-wall lines and may begin up to 12.5 feet from die end provided die total combined distance from each end does not exceed 12.5 feet in accordance with Figure R602.10.1.4(2).Comer construction for continuously sheathed methods shall be in accordance with Section R602.10.4.4 or R602.10.5.3,as applicable. 5. Braced-wall panel spacing shall not exceed 25 feet on center in accordance with Section R602.10.1.4. 6. Braced-wall-line spacing shall not exceed 60 feet on center. 7. Interior braced-wall-line spacing is the greater of Ole distance between two adjacent braced-wall lines in accordance with Figure R602.10.1 A(4). www.strongtie.com/webapps/bracedWall This is page 1 of 2 Simpson Strong-Tie S. Refer to ile S'rr one-Mall Shear walls—Prescinlive Design Guide for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-wall panels.Simpson Strong-Tic®Wood and Steel Stronb Wall®shearwalls may be considered equivalent to the code braced-wall panel construction method WSP with gypsum board applied on die inside. 9. Miring of intermittent bracing methods within a braced-wall line is pemrittcd only in Seismic Design Categories A and B and for detached dwellings in Seismic Design Category C.The length of bracing required for die braced-wall line shall be the highest bracing length calculated for each method used within de braced-wall line. 10. 1lorizontal panel joints in braced-wall panels shall be blocked in accordance with Section R602.10.8. WARNINGS 1. For buildings in SDC DO,D1,and D2 the user must ensure braced wall line spacing greater than 25 feet satisfies de requirements of Section R602.10.1.5. 2. The wall bracing provision of the IRC may not be used in hurricane prone regions,as defined in Section R202,where the basic wind speed equals or exceeds 100 mph. www.strongtie.com/webapps/bracedWall This is page 2 of 2 Simpson Strong-Tie 2009 IRC Required Braced-Wall-Line Length Calculations PROJECT INFORMATION NAME:Michael&Elise Izzo ADDRESS:Lot 456(27)Blue Spruce Rd,South Windsor,CT. WALL DIRECnON:Front to Back SEISMIC DESIGN CATEGORY:B BASIC WIND SPEED:100 mph WIND EXPOSURE CATEGORY:B Wall LineA-2 Wall Line B-2 MMEMN MINOR Z Braced-Wall-Line Location 2nd of 2-story 2nd of 2-story Eave to Ridge Height 14 ft 14 ft Braced-Wall-Line Spacing 36.67 ft 36 67 ft Wall Height 8 R 8 ft Bracing Method CS CS GB Construction Type N/A N/A Gypsum Wall Board on Inside Yes Yes Horizontal Joints Blocked Yes Yes Holdown Device Used No No Tabulated Wind Bracing Amount 7 0005 ft 7.0005 R Exposure Height Factor 1 I Eave-to-Ridge Height Factor 1.24 124 Wind Wall Height Factor 09 09 Number of BWL Factor I 1 Holdown Factor 1 1 Blocked Joint Factor 1 1 Gypsum on Inside Factor I 1 Wind GB Construction Factor I I Required Wind Bracing Amount 7.81 ft 7 81 ft Length of Wall Bracing Required 7.81 R 7.81 ft NOTES 1. This wall-bracing evaluation is based on the 2009 International Residential Code.The user is responsible for ensuring that the project fits within the scope of the IRC and complies with die wall-bracing requirements of Sections R602.10,R602.11 and R602.12 as applicable. 2. One-and two-family dwellings and townhouses in Seismic Design Categories A and B and one-and two-family dwellings in Seismic Design Category C are exempt from the seismic requirements of the IRC.The length of Wall bracing shall be in accordance with die requirements of Table R602.10.1.2(1) based on wind speed,including all applicable adjustment factors. 3. Braced-wall lines using the continuous sheathing(CS)method shall be constructed in accordance with the requirements of Sections R602.10.4 and R602.10.5,as applicable. 4. Braced-wall panels shall be located at each end of braced-wall lines and may begin up to 12.5 feet from die end provided die total combined distance front each end does not exceed 12.5 feet in accordance with Figure R602.10.1.4(2).Comer construction for continuously sheathed methods shall be in accordance with Section R602.10.4.4 or R602.10.5.3,as applicable. 5. Braced-wall panel spacing shall not exceed 25 feet on center in accordance with Section R602.10.1.4. 6. Braccd-wall-line spacing shall not exceed 60 feet on center. 7. Interior braced-wall-line spacing is die greater of the distance between two adjacent braced-wall lines in accordance with Figure R602.10.1.4(4). www.strongtie.com/webapps/bracedWall This is page 1 of 2 ©Simpson Strong-Tie 8. Refer to the Sb'ong-Wall AMru•alls!Presclnrive Design Guide for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braccd-wall panels.Simpson Strong-Tic®Wood and Steel Strong-Wall"'shearwalls may be considered equivalent to the code braced-wall panel construction method WSP with gypsum board applied on tlic inside. 9. Mixing of intermittent bracing methods within a braced-wall line is permitted only in Seismic Design Categories A and B and for detached dwellings in Seismic Design Category C.The length of bracing required for die braced-wall line shall be die highest bracing length calculated for each method used within the braccd-wall line. 10. I lorizontal panel joints in braced-wall panels shall be blocked in accordance with Section R602.10.8. WARNINGS 1. For buildings in SDC DO,DI,and D2 the user must ensure braced wall line spacing greater than 25 feet satisfies die requirements of Section R602.10.1.5. 2. The wall bracing provisions of the IRC may not be used in hurricane prone regions,as defined in Section R202,where the basic wind speed equals or exceeds 100 mph. www.strongtie.com/webapps/bracedWall This is page 2 of 2 ©Simpson Strong-Tie 2009 IRC Required Braced-Wall-Line Length Calculations PROJECT INFORMATION NAME:Michael R Elise luo ADDRESS:Lot 456(27)Blue Spruce Rd,South Windsor,CT. WALL DIRECTION:Side To Side SEISMIC DESIGN CATEGORY:B BASIC WIND SPEED:100 inph WIND EXPOSURE CATEGORY:B Wall Line 1-3 Wall Line 2-2 3' Braced-Wall-Line Location 3rd of 3-story 2nd of 2-story Eave to Ridge Height 14 ft 14 ft Braced-Wall-Line Spacing 32 50 ft 32,5011 Wall Height 8 ft 8 ft Bracing Method CS CS GB Construction Type N/A N/A Gypsum Wall Board on Inside Yes Yes Ilorizontal Joints Blocked Yes Yes Holdown Device Used No No Tabulated Wind Bracing Amount 6.375 ft 6 375 ft Exposure Height Factor I 1 Eave-to-Ridge Height Factor 1 24 1.24 Wind Wall Height Factor 09 09 Number of BWL Factor 1 1 Iloldown Factor 1 1 Blocked Joint Factor 1 I Gypsum on Inside Factor 1 1 Wind GB Construction Factor 1 1 Required Wind Bracing Amount 7 11 ft 7.11 It IN Length of Wall Bracing Rcquued 7.11 ft 7 11 ft NOTES 1. This wall-bracing evaluation is based on the 2009 International Residential Code.The user is responsible for ensuring that the project fits Within the scope of the IRC and complies with the wall-bracing requirements of Sections R602.10,R602.1 I and R602.12 as applicable. 2. One-and two-family dwellings and townhouses in Seismic Dcsign Categories A and Q and one-and two-family dwellings in Seismic Design Category C are exempt from the seismic requirements of the IRC.The length of wall bracing shall be in accordance with the requirements of Table R602.10.1.2(1) based on wind speed,including all applicable adjustment factors. 3. Braced-wall lines using the continuous sheathing(CS)method shall be constructed in accordance with the requirements of Sections R602.10.4 and R602.10.5,as applicable. 4. Braced-wall panels shall be located at each end of braced-wall lines and may begin up to 12.5 feet from the end provided die total combined distance from each end does not exceed 12.5 feet in accordance with Figurc R602.10.1.4(2).Comer construction for continuously sheathed methods shall be in accordance with Section R602.10.4.4 or R602.10.5.3,as applicable. 5. Braced-wall panel spacing shall not exceed 25 feet on center in accordance with Section R602.10.1.4. 6. Braced-wall-line spacing shall not exceed 60 feet on center. 7. Interior braced-wall-line spacing is die greater of the distance between two adjacent braced-wall lines in accordance with Figure R602.10.1 A(4). www.strongtie.com/webapps/bracedWall This is page 1 of 2 ®Simpson Strong-Tie 8. Refer to the Presciprive Design Guide for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-wall panels.Simpson Strong-Tic®Wood and Steel Strong Wall®shearwalls may be considered equivalent to the code braced-wall panel construction method WSP with gypsum board applied on the inside. 9. Mixing of intermittent bracing methods within a braced-wall line is permitted only in Seismic Design Categories A and Q and for detached dwellings in Seismic Design Category C.The length of bracing required for the braccd-wall line shall be the highest bracing length calculated for each method used within the braced-wall lux. 10. Horizontal panel joints in braced-wall panels shall be blocked in accordance with Section R602.10.8. WARNINGS 1. For buildings in SDC DO,D1,and D2 the user must ensure braced wall line spacing greater than 25 feet satisfies the requirements of Section R602.10.1.5. 2. The wall bracing provisions of the IRC may not be used in hurricane prone regions,as defined in Section R202,where the basic wind speed equals or exceeds 100 mph. www.strongtie.com/webapps/bracedWall This is page 2 of 2 Date • Mon 6/16/2014 1:15 PM From "rob@mannarinobuilders.com"<rob@mannarinobuilders.com> To yngdsns@aol.com Subject MISC View HTML I Text( Header I Raw Content Bob, There are a few items that need to be cleaned up. They are as follows: Lot#57- Need final plan with Shear wall specs, beam specs and Rescheck with proper insulation in charts. -Change kitchen Window to a 402-2 Lot#56- Need Reschk - Right and Left side elevations are backwards and need to be corrected to sign off with customer. - Change living room side window to a double window 2952-2 and center on wall. -Change 1/2 bath 6'4'dimension to T-4" dimension. Take 12" out of cabinet space. -Add window in reading nook and install 18" from duct work -2952 single Change Pocket Door in mudroom to slide into wall next to refrigerator. The otherway does not allow cabinets to be hung on the wall. - Change bdrm #2 closet door to a 4'0" bypass. - Masterbath shower. They would like the seat on the other side of the shower next to the toilet. Napoleans Plan - I am waiting on him to get back to me. Do not do anything further until you hear from me. I also have a new start that we need to get working on along with pre lims for new project. Please let me know when you can come in. I am out of office on Tuesday afternoon and all day Thursday. Thanky ou Rob M. Mannarino Builders, Inc. Robert Mannarino 400 Chapel Road, unit 3-F South Windsor, Ct. 06074 ph. 860-289-7055 fx. 860-289-7121 email: rob@mannarinobuilders.com SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT ***** BUILDING PERMIT***** ADDRESS_ I l p►' v LOT/UNIT#5(,p Reviewed by AP (Engineering) CONTACT/DEV M&n M'Xi vl e IQ)t,tt`14.t'S rkC . Date Reviewed Approved/ nied PH#%U—ZN— 70SS f Reviewed by (Planning) Date Submitted 2q I I Date Reviewed a`/ /y pprove enied 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 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,epsting&proposed, 1 Or 2ft.interval where appropriate e. Building location with dimensions. Elevations of proposed finish floor,garage floor&centerline 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 - V h. Title block with name&address of preparer, date,appropriate certification,live seal&liv A signature consistent with the Board of c` Registration requirements.(P.E.&L.S.) M.�� S. Sedimentation and erosion control o m 6. Special Planning&Zoning,Inland/Wetlands 0 considerations(Plans on file w/Town Clerk) COMMENTS: s/engineering/molloy/building compliance checklist 5/21/2021 /'OM~ Town of South Windsor Building Department a SOY CV Swimming Pool Permit: SWIM-21-14 APPLICANT NAME: poolsandmore Ilc EMAIL ADDRESS: poolsandmore@yahoo.com ADDRESS: 33 west rd ellington ct 06029 LOCATION ADDRESS: 27 BLUE SPRUCE RD South Windsor CT 6074 OWNER: IZZO MICHAEL& ELISE 27 BLUE SPRUCE ROAD SOUTH WINDSOR CT 6074 DESCRIPTION OF WORK: build and install new 20x40 rectangle inground liner pool April 14, 2021 BUILDING OFFICIAL DATE SIGNED -ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT" PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL- 1/1 t1go" St4 O 710u� �� LL V&U&Ot e 4 �, 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 l�OS°a'c°'� TELEPHONE(860)6442511 July 12, 2021 VIA Email and First-Class Mail Mr. Michael Vengruslas Pools and More LLC 33 West Road Ellington, CT 06029 Re: 27 Blue Spruce Road, South Windsor Dear Mr. Vengruslas: The Town of South Windsor has received complaints regarding the pool Pools and More is installing at 27 Blue Spruce Road. During the recent storm events, an adjacent property was inundated with sediment from your construction site. Based on pictures taken, it appears that the silt fencing identified on the A2/T2 plans had never been installed. As a result, there has been significant deposition of sediment on neighboring property at 155 Frazer Fir Road, potentially rendering a yard drain inoperable. You need to immediately install two rows of silt fence and submit plans to remediate the impacted property. If the grading has changed from the plans submitted on March 5, 2021, you will need to provide the Town with a revised grading plan to address runoff issues at this site. This plan needs to show how drainage will not affect neighboring properties. An As-built plan is required to be submitted as well. Contact me at (860) 644-2511, ext. 251 if you have any questions. Thank you for your prompt attention to these issues. Sincerely, y Pamela A. Oliva, CHO Zoning Enforcement Officer cc: Director of Planning Senior Environmental Planner Town Engineer Chief Building Official Mr. & Mrs. Michael Izzo; 27 Blue Spruce Rd Electric # I lion p 1 2 O APPLICATIff N FOR BUILDING PERMIT Plumbin ­ 9 HVAC#g# u� SDi'uc� �G� [Date: 5LZ7/I(0 Sprinkler# C C Estimated Cost $ 4M.60 FINAL APPROVALS Permit Fee Building COMPLETE RED BOXED AREAS Occupancy Fee $ ,o Engineering Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr.forCO. SIGN ON REVERSE SIDE Total Fee $ 25� TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) The undersigned hereby applies to do work according to the following: Applicant E (j g c ZZ?G Lo ation of Work U Lot No. Applicant's Address Z 7 bl V Q ,SpYUCe �� Tel # (d73 229 A 7 21 Town Sc7u-t" Vjk_n&C,,C Zip 0(oQ'71 Lic.# Owner 3?I Architect Owner's Address Architect's Address Zip Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd Fl. Total New Area Purpose of this permit lrs�n_IbALQY) O�— -fUb )pe A �1 Qx&A q der City Water J Well J Septic System J Sewer J 2 Ins: HO SP Cert. Area Base nt Garage Approved Date 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 r 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 I hereby apply for a Certificate of Occupancy for th work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 04/04/22 Printed by Middleton, Morgan 10 22 31 INSPECTION: 90935 ELECTRIC FINAL PERMIT: STATUS APPLICATION: 201600683 LOC: 27 BLUE SPRUCE ROAD SOUTH WINDSOR PROPERTY ID: 11800027 LOT/SUBDIV: 56 OWNER: IZZO MICHAEL & ELISE CONTRACTOR: IZZO MICHAEL & ELISE REQUEST BY: PROJ DESC: INSTALLATION OF A USED 6FT. X 7FT. HOT TUB BELOW EXISTING WORK ORDER: INSPECTOR: ROSE RESULT: PASS REQUESTED: 11/07/16 PRIORITY: SCHEDULED: 11/17/16 AM COMPLETED: 11/17/16 UNPAID FEES: 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: ELISE ® 1-603-289-9729 ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 11/07/16 ROSE N/A B001 FOOTING 11/07/16 ROSE N/A B002 FOUNDATION 11/07/16 ROSE N/A B003 FRAMING (ROUGH) 11/07/16 ROSE N/A B004 INSULATION 11/07/16 ROSE N/A B005 FIREPLACE / CHIMNEY 11/07/16 ROSE N/A B006 WOOD / GAS STOVE 11/07/16 ROSE N/A B009 OTHER BO10 FINAL Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 1 DO0 Zb HVAC# .� F — I Date: OU I to I it 4 Sprinkler# r"-e- � r`a`� Estimated Cost $ l�f S^,U[ FINAL APPROVALS Permit Fee $_ 30q Building COMPLETE RED BOXED AREAS Occupancy Fee $ /o - Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.for CO. SIGN ON REVERSE SIDE / Total Fee $ / 0 5• TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant Location of Work S Lot No. IS10 Applicant's Address 400 Qbapp� Rd UiNOA 3 - F Tel # %UQ, Mci-70S-S C.0 Town 3 h W.,nnl SG f T' Zip CR9 7 q Lic.# Owner_Mannca nk) 19 - RG Q Architect `i C J% _ Owner's Address 460 00 k I Ra Architect's Address CA i an d1 CT Zip o k g c)1�4 Zip 0 (0 j(D .(`' jC, Sq.Ft. New Area: 1 st FI. 14 Q 3 2nd FI.(o$7 3rd FI. Total New Area 30 Ct 0 ose of this perm Q,yrJ GI1 n=� City Water 0 Well❑ Septic System J Sewer 0 Ins: HO S 9� Area Basement Garage Approved by �- Date (0 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 locatedjinhich this building and i is allowed. Signed I hereby apply for a Certificate of Occ ancy for t work descr ed in this application for the permit. Signed DO NO WRITE LOW THIS LINE INSPECTION COMMENTS Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# Or7 BILAX SPvtAcl- A60J Date: L. Sprinkler# /17001 FINAL APPROVALS Estimated Cost $ OQ Q Building COMPLETE RED BOXED AREAS Permit Fee $ 3(,•6 Engineering Occupancy Fee $ Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr.for CO. SIGN ON REVERSE SIDE t 3�p Total Fee $ TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ IZ The undersigned hereby applies to do work according to the following: Applicant ► Location of Work_ V Lot No. Applicant's Address ` Tel # —3C/1(� Town Zip 666 JO Lic.# 6 37,;Z38 Owner 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 r rNO � tV► City Water J Well :1 Septic System ) Sewer J Ins: HO SA JA Area Basement Garage Approved by Date �'" O 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 whic is building and us is wed. Signed I hereby apply for a Certificate Occupancy f he work d ed in s application for the permit. Signed r� D OT WRITE BELOW T INE INSPECTION COMMENTS 201400235 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 11/20/2014 GIS ID: 11800027 FEE: 10.00 MUNIS APPLICATION# 201400818 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: MANNARINO BUILDERS INC ADDRESS: 27 BLUE SPRUCE ROAD ADDRESS: 400 CHAPEL ROAD UNIT 3F OWNER: MANNARINO BUILDERS INC SOUTH WINDSOR,CT 06074 400 CHAPEL ROAD UNIT 3F SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: NEW HOUSE. 3,090 SQ. FT. 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 1 1/20/2014 11:06 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800126 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 05/02/2018 GIS ID: 11800027 FEE: 54.00 MUNIS APPLICATION# 201800498 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: BCL ELECTRICAL CONTRACTOR ADDRESS: 27 BLUE SPRUCE ROAD ADDRESS: 55 SUTTON PLACE OWNER: IZZO MICHAEL&ELISE BLOOMFIELD,CT 06002 27 BLUE SPRUCE ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: FINISH BASEMENT ADDING 18 RECESSED CANS, 15 RECEPTACLES,2 SWITCHES AND BATHROOM CIRUCIT. r , SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WIT14 THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 5/2/20I8 11:07 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1400386 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 09/05/2014 GIS ID: 11800027 FEE: 120.00 MUNIS APPLICATION# 201400818 BUILDING DESCRIPTION: APPLICANT - LOCATION NAME: IMPERIAL PLUMBING CO.,INC. ADDRESS: 27 BLUE SPRUCE ROAD ADDRESS: 648 SULLIVAN AVENUE OWNER. ..•-MANNARINO BUILDERS INC P.O.BOX 875 a; "" 406 CHAPEL ROAD UNIT 3F SOUTH WINDSOR,CT.06074 SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: DRAINS,VENTS,WATER AND GAS PIPING,FIXTURE 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 9/5/2014 3:55 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 202000237 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 03/06/2020 FEE: GIS ID: 11800027 ZONE: MUN1S APPLICATION# 201800498 THIS IS TO CERTIFY THAT 27 BLUE SPRUCE ROAD UNDER APPLICATION NUMBER 201800498 CONFORMS SUBSTANTIALLY TO THE REQUIREMENTS OF THE CONNECTICUT BASIC BUILDING CODE AND THE ZONING REGULATIONS OF THE TOWN OF SOUTH WINDSOR AND IS HEREBY APPROVED OF OCCUPANCY AS INDICATED BELOW: APPROVED FOR OCCUPANCY BASEMENT FINISHING FOR REC ROOM AND EXTRA LIVING SPACE. NO BATHROOM AND NO BEDROOM. SPECIAL CONDITIONS NOTICE: IF THIS CERTIFICATE IS LOST OR DESTROYED,A DUPLICATE SHOULD BE OBTAINED IMMEDIATELY FROM THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 3/6/2020 11:03 AM ANY CI IANGE OR EXTENSION OF THE IE USE HEREIN APPROVED REQUIRES ANEW CERTIFICATE OF OCCUPANCY 1800160 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 04/23/2018 GIS ID: 11800027 FEE: 360.00 MUNIS APPLICATION# 201800498 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: J C REMODELING LLC. ADDRESS: 27 BLUE SPRUCE ROAD ADDRESS: 173 WOLCOTT STREET;, OWNER: -.__IZZO MICHAEL&ELISE BRISTOL,CT 06010 s" 27 BLUE SPRUCE ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: BASEMENT FINISHING FOR REC ROOM AND EXTRA LIVING SPACE. NO BATHROOM AND NO BEDROOM. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. s y CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 4/23/2018 3:36 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600336 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 06/01/2016 GIS ID: 11800027 FEE: 15.00 MUNIS APPLICATION# 201600683 BUILDING DESCRIPTION: APPLICANT ,, LOCATION NAME: IZZO MICHAEL&ELISE` ADDRESS: 27 BLUE SPRUCE ROAD ADDRESS: 27 BLUE SPRUCE ROAD OWNER: IZZO MICHAEL& ELISE SOUTH WINDSOR,CT 06074 _ 27 BLUE SPRUCE ROAD SOUTH WINDSOR,CT 06074 k DESCRIPTION OF WORK: INSTALLATION OF A USED 6FT.X 7FT.HOT TUB BELOW EXISTING DECK. ; z SPECIAL CONDITIONS: ` ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION_AND PLANS APPROVED BY THE BUILDING DEPARTMENT. r CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 6/1/2016 3:55 PM THE FEE ABOVE INCLUDES A$0.26 PER TI4OUSAND CT STATE EDUCATION SURCHARGE 14000320 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 07/17/2014 GIS ID: 11800027 FEE: 3095.00 MUNIS APPLICATION # 201400818 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: MANNARINO BUILDERS INC ADDRESS: 27 BLUE SPRUCE ROAD ADDRESS: 400 CHAPEL ROAD UNIT 3F OWNER . MANNARINO BUILDERS INC SOUTH WINDSOR,CT 06074 ,� 400 CHAPEL ROAD UNIT 3F SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: NEW HOUSE. 3,090 SQ. 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 7/17/2014 10:21 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800222 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 05/04/2018 GIS ID: 11800027 FEE: 54.00 MUNIS APPLICATION# 201800498 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: TAB'S SHEETMETAL&DUCT CLEANING ADDRESS:' 27 BLUE SPRUCE ROAD ADDRESS: 1022 OLD TURNPIKE ROAD OWNER: IZZO MICHAEL&ELISE PLANTSVILLE,CT 06479 27 BLUE SPRUCE ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: ADD ZONE TO BASEMENT. 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 5/4/20I8 12:03 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1400314 TOWN OF SOUTH WINDSOR, PERMIT NUMBER HVAC PERMIT DATE: 07/23/2014 GIS ID: 11800027 FEE: 225.00 MUNIS APPLICATION# 201400818 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: ADVANCED HEATING&A/C ADDRESS: 27 BLUE SPRUCE ROAD ADDRESS: 701 NUTMEG ROAD NORTH , OWNER:- MANNARINO BUILDERS INC SOUTH WINDSOR,CT 06074 + 400 CHAPEL ROAD UNIT 3F SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: A74001. 3' 90 Q.FT . INSTALL HEATING AND A/C TO 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 7/23/2014 4:29 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1400316 T 0 W N 0 F S 0 U TH W I N D S d-R, -UT PERMIT NUMBER ELECTRICAL PERMIT DATE: 08/15/2014 GIS ID: 11800027 FEE: 135.00 MUNIS APPLICATION# 201400818 '° y BUI ING LU DESCRIPTION: APPLICAN �.; " s LOCATION NAME: T&H ELECTRIC INC. ADDRESS: 27 BE SPRUCE ROAD ADDRESS: 570 FOSTER STREET OWNER: MANNARINO BUILDERS INC SOUTH WINDSOR,CT 06074 400 CHAPEL ROAD UNIT 3F SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: NEW HOUSE. 3,090 SQ. FT.,-1- WIRE NEW SINGLE FAMILY HOME. SPECIAL CONDITIONS: �►, ° _ ' �;�� ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: fp CBUILDING OFFICIAL 8/15/2014 11:32 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600271 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 06/01/2016 GIS ID: 11800027 FEE: 15.00 MUNIS APPLICATION# 201600683 BUILDING DESCRIPTION: APPLICANT,-,., LOCATION NAME: IZZO MICHAEL&El ISE° ADDRESS: 27.BLUE SPRUCE ROAD ADDRESS: 27 BLUE SPRUCE ROAD OWNER: IZZO MICHAEL&ELISE SOUTH WINDSOR,CT 06074 27 BLUE SPRUCE ROAD SOUTH WINDSOR,CT 06074 w d DESCRIPTION OF WORK: INSTALLATION OF WIRING FOR HOT TUB. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. . z CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 6/1/2016 3:56 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE