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HomeMy WebLinkAbout161 CORNERSTONE DR 1300273 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 06/13/2013 GIS ID:23800161 FEE: 30.00 MUNIS APPLICATION# 201300786 wl BUILDING DESCRIPTION: o wl APPLICANT LOCATION N� '4CA�ES�ONEDR NAME: ROCK-VERN ELECTRIC,INC. 4, ADDRESS; I ADDRESS: 24 TOLLAND STAGF,46'AD' f-Z"r ".'.',OWNER`:' J,—MA�IUEL CHRISLAN F&WARDE J TOLLAND,CT 06084; P`161 CORNERSTONE DR 'SOUTIJ WINDSOR,CT 06074 DESCRIPTION OF WORK: INST LLING�X,HAND WASH-SINK O'UTSIDE.'r.N,,PATIO PICNIC AREA. RUN HOrAND COLD FROM 9ASEMENTT0 SINK:`' OUTDOOR PAT16 KITCHEN A20 VOLT POWER~AND LOW VOLTAGE LIGHTING. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITI-1,11-18 APPLICATION AND,'PLANS APPROVED BY THE BUILDING DEPARTMENT. �K CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 6/13/2013 3:14 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1300245 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT 2 DATE: 06/12/2013 GIS ID:23800161 FEE: 0.00 MUNIS APPLICATION# 201300786 y BUILDING DESCRIPTION: APPLICANTS °' LOCATION NAME: JRJ GAS CONNECTION,LLCM- ADDRESS: 161 CORNERSTONE DR ADDRESS: 33 FURNACE HOLLOW-ROAD_` OWNER::�� MANUEL CHRISLAN F&WARDE J STAFFORD SPRINGS,CT 060'76"_ 161 CORNERSTONE DR "'_..SOUTH WINDSOR,CT 06074 S y DESCRIPTION OF WORK: RUI GASLINES.HOOK UP FIREPIT&BBQ GRILL.ADDRESS CHANGE.FEES PAID UNDER,APPLICATION NUMBER 201300767.�' SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS"APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: " OCCUPANCY GROUP: BUILDING OFFICIAL 6/12/2013 11:36 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1300252 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT 3 DATE: 06/13/2013 GIS ID:23800161 s: .,. ' ° FEE: 45.00 MUNIS APPLICATION# 201300786 F.'�`i'7 �,, " h-4 � BUILDING DESCRIPTION: / �' �,, .� �'•� APPLICANTS Y ,., �' > �r:. LOCATION NAME: GREG LANZ PLUMBING&HEATING CO. 161 CORNERSTONE DR ADDRESS: 27 LAKEVIEW TERRACE) � P`a f �OWNER: �M�NUEL CHRISLAN F&WARDE J STAFFORD SPRINGS,CI`06076.*? .. r. ` • '`'J 16I CORNERSTONE DR .> HSOtJTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALLING`A.HAND.WASH SINK OUTSIDE INTATIO PICNIC AREA. RUN HOT,AND COLD FROM.BASEMENT,TO SINK:' .1 r SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORD ' CE'WITH"THEAPPLICAT_ION'AND'PI`ANS,APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: i ,. rF r ,,' �„• OCCUPANCY GROUP: °k� BUILDING OFFICIAL 6/13/2013 3:13 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE Electric# �` � APPLICATION FOR BUILDING PERMIT Plumbing# 161 Cornerstone Drive Date: qj SO HVAC # Sprinkler# 8 Q p S 1 n FINAL APPROVALS —_ -- ------- _--- Estimated Cost $ � �j �— I Permit Fee $ j Building COMPLETE RED BOXED AREAS Occupancy Fee $ /G Engine7e� TYPE OR PRINT ONLY Eng. Insp. Fee $ Affida 110- SIGN ON REVERSE SIDE_ � 1 $ / Appr. for n. D A T..17f� _ Total Fee_ _ _ TO THE BUIL DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigl�M� cry applies to do work according to the following: Applicant t d Location of Work /(a I Cot v< "t- Lot No. Applicant's Mdress N1 dj,;icR. Z-{. Tel.# �O 6d�} -fd�& Town Zip 4X�i�-F Lic.# Jq�rG b SO.Zy fat Owner Architect Owner's Addre t A­K66jo2 pr Architect's Address Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area J-3/9 Purpose of this permit City WaterlY Well❑ Septic System❑ SewerLS--' Ins: HO S P-,:�Ce�rt Area Basement Garage Approved by Date . i` b Use Groua�--Construction Type Revised W02 I I -33 i hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked.and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building a its a is allowed. Signed I hereby apply for a Certificate O cup cy for the work des be n t pplication for the permit Signed � DO WRITE BELOW THIS LINE INSPECTION COMMENTS PERMIT ri nccn PER: PP 17-176 AND DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT �2 APPR VED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 EXT.230 I_(Date) I mg nspetor) +,4C6� W CX S C� \Q,✓i Q� 4 C d 1'1 r—c. m �.� 6 Z ti n must be printed or�� App ca o p typed FEE SCHEDULE Loca ' n of Job: i I �► Le rSt� �r $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 J G"t t iS �n�eGfi DID L-L - APPLICANT ADDRESS 6Zr7 APPLICANT PHONE-# CO cUO ` 1 —9 7 Z!5 ja Ifrk -� �VrN SF,q OWNER �, l ,,am'I,Y,'-�S'[0-*) 1 n`� l- �tY1lIP '� < OWNER ADDRESS l L M \ sp� W,6,A,Sty CT CxoO r74- O `SS OWNER PHONE C 7 L7 I �) �D 99 74D C ESTIMATED COST $ IoC� IS THIS A CONTRACT COST? YES NO 4 x FEE ENCLOSED$ SI TYPE OF JOB: l�SOR•C0 _New Installation C� Alteration/Addition Repair 1 ZjG 0-]�5 tP� Revised 12/22/11 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A O RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES ❑ NO O 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 SIZE OF MAIN DRAIN NO. OF TOILETS STYLE NO. URINALS STYLE NO. OF BATHTUBS NO. OF SHOWERS NO. OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO. OF CATCH BASINS NO. OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW O YES O NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK VA b4u-� 4- k 01*- up 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. 4i6 , D 3 f 3 8T 1 6.2 (3-1 CT . CONTRACTORS LICENSE NO. STATE SIGNATURE OF APPLICANT DATE 06/91 JRJ Gas Connection, LLC 33 Furnace Nollow Road Stafford Springs, CT 06076 (960) 477-0707 (960) 9614726 Fax (860)961-g724 Call (960) q66-43gq Jrjgas a@cox.net IC a�A I Designate (name of authorized person) ey(Vi,e. -1 Q (A As my authorized agent. This work is to be performed in (Name of Town du- WIVIds)K, p (N ) This work is to be performed at (street address) t w D1/WS�Y►,2 D` ' Our anticipated start date is (expected start date) I, Gerald R. Johnston , am the licensed contractor. My license number is HTG 0393899 (type) GI This request is pursuant to Connecticut Statute, sec. 20-338b. Signature of licenijd contractor DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# pphereby: TOWN OF SOUTH WINDSOR I ?�2�Z Application is BUILDING DEPARTMENT APPROVEEIL 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 EXT.230 (Date) (Building Inspector) Application must be printed or typed FEE SCHEDULE ' � I CoY��C L L9pation Job: "J-e/ $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 e. /-zw 5- Co. APPLICANT ADDRESS v;2? Z-1 CGY'*, S � C-f 060 7.6 APPLICANT PHONE# /8360 ,— 6 1 — 56 0� OW N S f OWNER WQmi.-Alf 14 CAn 0" A% OWNER ADDRESS Z, / �_Orh P'�-S�'�— Dr, OF OWNER PHONE G C ESTIMATED COST $ oZ 3 00s IS THIS A CONTRACT COST? YES NO FEE ENCLOSED$ TYPE OF JOB: SO R•Co New 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 O BUSINESS O ASSEMBLY CURRENT USE AND OCCUPANCY O MERCANTILE O EDUCATIONAL FUTURE USE AND OCCUPANCY CI FACTORY O STORAGE ENGINEER'S NAME PHONE O GARAGE O MIXED USE ADDRESS (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO. OF TOILETS STYLE NO.URINALS STYLE NO. OF BATHTUBS NO. OF SHOWERS NO. OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO. OF CATCH BASINS NO. OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW O YES O NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING& RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK tea- c ✓1 r`C ,� ac. v t/ t Co/U �o�+ 8-v C,,� r tu t? c 7040 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. ono 1/59y r / - l C CONTRACTORS LICENSE NO. TYPE ,- ST/ATE SIGNATURE OF APPLICANT DATE e S L/0 3 APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT 3oci 73 APP ov ,D 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Building I ector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Lf\J Over$1,000= F;Tenant Street Lot No. $15.00 per$1,000 or any fraction thereof ignation Apt.No. APPLICANT — APPLI T ADDRESS APPLICANT'S PH OWNER �0 N S fq< OWNER ADDRESS OWNER PHONE — ESTIMATED COST$ D U IS THIS A CONTRACT COST? es No FEE ENCLOSED$ TYPE OF JOB: 020/S SOR-co� New Installation :2'Alteration/Addition/Repair J9t3607n Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? O YES ❑ NO RESIDENTIAL CURRENT USE AND OCCUPANCY BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY 0 EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD ?VC 1,10JUl ZO(Al , SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS _ NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK On r' ". �VA 20 Q!�)��Qwe_r L014 AA E 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 ILL �SS9 CONTRACTORS LICENSE TYPE STATE J SIGNATURE OF APPLICANT DATE__ L ( �!, DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 ��p Date Building Inspector Application must be printed or typed Location of Job: FEE SCHEDULE $0-$1,000=$13.00 Street No. Street Lot No. Over$1,000= $13.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT I APPLICANT ADDRESS APPLICANT ONE# N SF4 OWNER C� OWNER ADDRESS O OWNER PHONE S C,3� J "�1 ,�� — a O � ot C h ESTIMATED COST$ l N-) IS THIS A CONTRACT COST? ❑Yes ❑ No 0 FEE ENCLOSED$ i 00 SOR.coj1� TYPE OF JOB: a ❑ New Installation 11 Alteration/Addition/Repair Revised 5101 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑NO RESIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ENGINEER'S NAME PHONE ❑FACTORY ❑STORAGE ADDRESS ❑GARAGE ❑MIXED USE CITY STATE ZIP TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. ` DESCRIPTION OF WORK 1 V ► 1 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. q9 p- - ' CA-' CONTRACTORS LICENSE N TYPE gSTATE SIGNATURE OF APPLICANT DATE i RECEIVED SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT ***** FOR C OF O***** SOUTH WINDSOR PLANNING DEK. ADDRESS 1 Q�l s�l�P / 7 LOT/UNIT#0 Reviewed by h Z (Engineering) CONTACT/DEV_MMW L0 D Date Reviewed ' I 5� sued Denied PH# Reviewed by (Planning) Date Submitted Date Reviewed i j Approv / Date Reviewed /2 oved/ nied (Health) As required in the Zoning and/or Subdivision Regulations, no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A 1. Approved building permit plan 2. Finish grading per approved building permit plan 3. Site work; i.e.trees,shrubs, dumpsters, required parking 4. Utility location; a. sanitary sewer/septic systems b. foundation drain C. electrical &telephone r/ d. water —�� e. -ath 64,5 5. Sewer connection charge paid ✓ _ , �� 6. Appropriate certification 7. Bonding I 8. Planning &Zoning/ Inland Wetlands Considerations a. Lighting b. Signage Freestanding Wall C. �lF�ee e iin''lieu of pen Space Q COMMENTS: �2 3S C' � �- C C% -4z + 4- �S��i ��h0 �-P c1 s/engineering/molloy/site compliance cheddist 5 f s V 1 Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 161 Cornerstone Drive Date: 3 HVAC # Sprinkler FINAL APP _ 8 0.0 5 5 6 — Estimated Cost $ ' c,�o — Building --- — - ---- --- Permit Fee $ — Engineering COMPLETE RED BOXED AREAS Occupancy Fee $ Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr. for CO. I SIGN ON REVERSE SIDE Total Fee,,,, � TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additionat C]�ost) $ The undersigned hereby applies to do work according to the following: Applicant M Q-,y\ w i-I w 3� UCIA_gLocation of Work Lot No. =�-- Applicant's Addresslog; L n ( _ Tel.# Town f % Zip 0 G c 74 Lic.# / C) A Owner �� E n.r Architect Owner's Address Architect's Address Zip — Zip Sq. Ft. New Area: 1 st FI. 2nd FI. A A. Total New Area Purpose of this permit J t .:r, S611` City Water Well❑ Septic System❑ Sewed Ins: HO P t. Area Basement Garage Approved by Date 10 C t Use%roup Construction Type Revised 8102�n 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 whi_qh this building and it5crallowed Signed I hereby apply for a Certificate of Occupancy for the work d ribed in this sapplication for the permit. Signed L— if DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Inspection / Approval Date By Appl Code Description Due whom Code Comment ------------------------------------------------------------------------------- 94-21164-B 2,000 B10 FINAL 08/15/94 JFF A Total Est Value 2,000 n Dwelling 5,396 271,149 00 Basement 2, , 00 907 13 _ Garage 907 13,608 608 00 Smoke Det 7 525 00 BOLA Value 3 �,258 88 J � Difference 31818,258 88 (-`�J e eo -- ooe - 000 ��rYda 691 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF USE S DATE: 12/22/08 ° GIS ID:23800161 �° ��� � FEE: 10.00 MUNIS APPLICATION# 200801387 �"; t ' ' ` '� >, z ' RIL S�NQDESCRIPTION: .. s10CATION APPLICANT N . . 34:...�`_,,.. Yw�' I3RF .NAME: CAFD # KERSTONE DR I6 �' ` � = N ` ADDRESS: 50 GRAHAM PLACE $ VI tEMt. `Ci RI STOPHER J SOUTHINGTON CTI09 �� ;,�' ., X5§3 CT 06095 DESCRIPTION OF WORK: INS �3Li AIIiFP„ A � ENTIIG;e=fie' x „�x`x"k. ..,�ae.�y.�ri�:a% :'.Ynt �rn�^��;xc,�;"°�y°'�x°�.:a�'°S': „a:`.t:...•r'� `` �� SPECIAL CONDITIONS: � � a 'S,C rt•�5.^a,'.�:�'y`�°� <�d.;:�°� �i .gypw:r'Y� /b'}# �. ALL WORK TO BE DONE IN ACCORDAIv E«W'1*I-[ THI,�A 1�CATI N. � P¢'ANS APPROVED BY THE BUILDING DEPARTMENT. !J .� CONSTRUCTION TYPE: , a� OCCUPANCY GROUP: 4"UILINFFIC AL 12/22/2008 3:00 PM THE FEE ABOVE INCLUDES A$0.16 PER T14OUSAND CT STATE EDUCATION SURCHARGE 691 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF USE DATE: 12/22/08 GIS ID:23800161 FEE: 10.00 MUNIS APPLICATION# 200801387 �40 r(X BUILDING DESCRIPTION: An APPLICANT' " . LOCATION NAME: CAFD 4. AD1tES:"" 3b1.COINERSTONE DR , y ADDRESS: 50 GRAHAM PLAC =' <'yw4 _ -°y '%�">4 �FNER;:..F:..�,<,'F.lA CHRISTOPHER J SOUTHINGTON,CQ�9 a.� am `.'. .P S L �r ��.: `a pY' �'" �. '�� BOA x 83 SOR,CT 06095 DESCRIPTION OF WORK: IN L :(SN k`RE oft LENT6ruYIG� '�y xT , SPECIAL CONDITIONS: 5 ALL WORK TO BE DONE IN ACCORI74 xW .�iR?�%��D:s�L NS:?APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: "` A BUILDING OFFICIAL 12/22/2008 3:00 PM THE FEE ABOVE INCLUDES A$0.16 PER THOUSAND CT STATE EDUCATION SURCHARGE 691 TOWN OF SOUTH WI•NDSOR, CT PERMIT NUMBER CERTIFICATE OF USE DATE: 12/22/08 V ° GIS ID:23800161 FEE: 10.00 MUNIS APPLICATION# 200801387X,X.A ,X. U L ING DESCRIPTION: APPLICANTS LOCATION NAME: CAFD ADDRE ^ ' 01-CORNERSTONE DR ADDRESS: 50 GRAHAM PLAC e '•,,. �:, �:.IEI`�' I.IAIRISTOPHER J SOUTHINGTON,CT 0648 '$O)t,CT 06095 DESCRIPTION OF WORK: IN AL1 4;GAS::fIR�PL�t��' I�i3VENI`iI`TIC,>'`• ,,// � ��°'.•' �•off. �s;.:.��:,='�•. I.r :tt,; F`y/bl Y � R:.H aw'� K` �'Wti'Jl.[a' f '.'.s •.?�N` !.. SPECIAL CONDITIONS: ' , ,[ : 5\ fir,/`•�. ..,: '�a � ALL WORK TO BE DONE IN ACCORII I C LV �A' ,�6., .1014 AND4 A , VPROVED BY THE BUILDING DEPARTMENT, CONSTRUCTION TYPE: , ; OCCUPANCY GROUP: '� * BUILDING OFFICIAL 12/22/2008 3:00 PM THE FEE ABOVE INCLUDES A$0.16 PER THOUSAND CT STATE EDUCATION SURCHARGE DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Application is by: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT RO 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Q Date ui g Inspector Application must be printed or typed FEE SCHEDULE Location of Job: FTenant y2,I U ,e— $0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT ,/I C 7 c.IC GU (_t:F;ST� APPLICANT ADDRESS l`/d Y 1,?,4-1-^JT— ERS% C t— C7 (C IF APPLICANT PHONE# E-,�-7 —C5-0 7 OW N SF OWNER q� OWNER ADDRESS / Y� //f�`7I. �✓¢ !� f /jJ ^j c-Kk=STit/1 e C r b OWNER PHONE �G C = ESTIMATED COST$ -5 GV C • cl 6 a IS THIS A CONTRACT COST? _Yes _No �r o ( FEE ENCLOSED$ TYPE OF JOB: 'Ji SCR CO New Installation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: ❑HEATING ❑RESIDENTIAL ❑A/C ❑COMMERCIAL ❑VENTILATION ❑INDUSTRIAL HEATING ❑STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC ❑WARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) °F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) /Q d L -Ee�i'Si-> -�� GROSS HEATING CAPACITY(INPUT—BTUH) NET RATING(OUTPUT—BTUH) TYPE OF FUEL ❑OIL--GPM OIL TANK LOCATION :❑INSIDE❑OUTSIDE CAPACITY ❑GAS—INPUT LPG TANK CAPACITY ELECTRIC—KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK 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, NTG. 03 5�©o7,7 c T' CONTRACTORS LICENSE NO. TYPE cam, STATE SIGNATURE OF APPLICANT DATE / ' le;' - O w� j ycl*tel�z �i - 39 007 a DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Application is hereby: TOWN OF SOUTH W INDSOR BUILDING DEPARTMENToa3 S APPROVED 1540 SULLIVAN AVENUE Bldg.Permit#I 644-2511 ext. 230 Date Building In r Application must be printed or typed FEE SCHEDULE Location of Job: [6 1420['' Z�xz ;" 1 -7 $0-$1,000=$15.00 Street No. Ttreet Lot No. Over$1,000= $15.00 per$1,000 _ or any fraction thereof Tenant Designation Apt. No. APPLICANTq+ APPLICANT ADDRESS 7 B / ��lL �'Je�L�- /y a APPLICANT PHONE#1 Z 72— O Z- 6 S� a w N s Fq OWNER .� �Lt9 r' _�l.0 l�e f- 5 < OWNER ADDRESS ADO O .4N [— OWNER PHONE --- - -- --—- C ESTIMATED COST .� � IS THIS A CONTRACT COST? X Yes _No FEE F.NCI,OSFD S. f/V�S . . .��� 'IYPI�(N. JOB #$ 539$ OR C �� • APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: A-HEATING (RESIDENTIAL fgA/C ❑ COMMERCIAL VENTILATION ❑ INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑ HYDRONIC ❑ WARM AIR ❑ UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION - TOTAL RADIATION DESIGN TEMP. OUTSIDE O °F INSIDE Z-°F DIFFERENCE J�°I TOTAL HEAT LOSS (BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY .APPLICATION) /79/ 3 5-;-2 DESCRIBE ALL HEATING EQUIPMEN (INCLUDING MAKE&MODEL NO.) GROSS HEATING CAPACITY(INPUT—BTUH) NET RATING(OUTPUT—BTUH) -2-53�1 TYPE OF FUEL ❑ OIL—GPM OIL TANK LOCATION :❑ INSIDE❑ OUTSIDE CAPACITY ki-6AS—INPUT 0 LPG TANK CAPACITY ELECTRIC—KW AIR CONDITIONING DESIGN TEMP. OUTSIDE OF INSIDE 70 OF DIFFERENCE �i _°I TOTAL HEAT GAIN(BTUH)/,Zo7&k(HEAT GAIN SHEET MUST ACCOMPANY APPL ATIO DESCRIBE ALL COOLING EQUIPMENT(INCLUDIN MAKE&MODEL NO.) c-ell�� �( ,e06,o s� eo "3 eq TONNAGE 1i COOLING CAPACITY(BTUH) 1,2 B C9 N'E.NTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMEN-I , TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FUR I'HER DESCRIPTION OF WORK ?'IIE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRII3Lb A-.N , . COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. ------ - 3036 s c CONTRACTORS LICENSE NO. P STATI: SIGNATURE OFAPPLICANT ATE I Lot #17 Cornerstone HVAC Load Calculations for Mannarino Builders sit RHVACREKSIDSN`IYAL HVAC LOADS Prepared By: i Steve Smith Advanced Heating&AC Inc Saturday,July 19,2008 L Rhvec-Residential S Light ConwnereiN FIVAC Loads ENts Software Development,Inc. Advanced Htg&A/C Lot#17 Cornerstone i South Windsor,CT 06074 ,.a . Page 66, System 9 Room Load Summary Run Run Clg Clg Clg Zone Clg Air: FROOM - Area . Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys. ame SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Family 285 5,130 67 1-5 602 1,806 304 82 1.00 82 82 2 Billiard 1,147 12,924 168 2-6 559 4,828 976 220 1.05 231 220 3 Bar 288 900 12 1-5 483 1,447 0 66 1.00 66 66 4 Wine Cellar/lav 169 1,345 17 1-4 186 356 0 16 1.00 16 16 5 Guest Bedroom 224 2,168 28 1-4 338 648 120 29 1.00 29 29 Zone 1 subtotal 2,113 22,467 292 9,085 1,400 413 424 413 ---Zone 2--- 6 Exercise Flat 224 13,552 176 3-7 468 8,250 1,141 375 1.05 394 375 7 Exercise Vaulted 96 9,055 118 3-6 480 6,210 672 282 1.35 381 282 Zone 2 subtotal 320 22,607 294 14,460 1,813 658 775 658 System 1 total 2,433 45,074 586 23,545 3,213 1,071 1,200 1,071 System 1 Main Trunk Size: 14x16 in. Velocity: 767 ft./min Loss per 100 ft..- 0.073 in.wg poling efts ent ensl Tons Slit - - Btuh -~ Btu Net Required: 2.23 88%/ 12% 23,545 3,213 26,758 Recommended: 2.62 75%/25% 23,545 7,848 31,393 Onent Data __. Heating System Cooling System Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh i f r Rhvac-Residential&Light Commercial HVAC Load* Elko Software Development,Inc. Advanced Htg&A/C Lot#17 Cornerstone South Windsor,CT 06074 Page 72, System 2 Room Load Summary Htg Run Run Clg Clg Cig Zone Clg Aid Room . Are Sens Nom Duct Duct Sens Lat Nom Adj Adj No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM ---Zone 1--- 16 Master Suite 1,080 21,947 285 4-6 505 8,715 1,760 396 1.25 496 396 Zone 1 subtotal 1,080 21,947 285 8,715 1,760 396 496 396 --Zone 2--- 17 Play Room 2nd FI 220 8,458 110 1-7 454 2,666 660 121 1.00 121 121 18 Lav/clos/mech 250 4,036 52 1-5 496 1,486 220 68 1.25 84 68 19 Bed 2 288 5,309 69 1-6 472 2,038 440 93 1.25 116 93 20 Upper Foyer 384 6,258 81 2-6 455 3,926 484 179 1.25 223 179 21 Bedroom 3 243 5,017 65 1-5 634 1,900 440 86 1.00 86 86 22 Lays/clos 140 1,186 15 1-4 229 439 88 20 1.00 20 20 23 Bedroom 4 236 4,567 59 1-5 538 1,612 440 73 1.00 73 73 24 Lav/clos 112 1,623 21 1-4 287 550 88 25 1.00 25 25 25 Bedroom 5 224 6,510 85 1-6 541 2,337 440 106 1.00 106 106 Zone 2 subtotal 2,097 42,964 558 16,954 3,300 771 856 771 --Zone 3--- 26 Future Loft 480 11,968 156 2-7 488 5,739 352 261 1.00 261 261 Zone 3 subtotal 480 11,968 156 5,739 352 261 261 261 System 2 total 3,657 76,879 999 31,408 5,412 1,429 1,612 1,429 System 2 Main Trunk Size: 16x17 in. Velocity: 808 ft./min Loss per 100 ft.-. 0.070 in.wg ry Cooling Sensible/Latent Sensible Latent To Tons S IIP�t Btuh Btuh Bt Net Required: 3.07 85%/ 15% 31,408 5,412 36,820 Recommended: 3.49 75%/25% 31,408 10,469 41,877 Heating System Cooling System Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh Rhvac-Residential t Light Commercial HVAC Loads Elite Software Devebpmeat,Inc. Advanced Htg&A/C Lot#17 Cornerstone Si outh Windsor,CT 06074 1W Page 67 System 3 Room Load Summary Htg Run Run Cig Clg Clg Zone Clg Ai Room - Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sy ro Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CF ---Zone 1--- 8 Dining 304 6,226 81 1-7 460 2,703 370 123 1.25 154 123 9 Foyer 304 3,484 45 1-5 489 1,467 197 67 1.00 67 67 10 Office 304 5,461 71 1-6 559 2,411 370 110 1.25 137 110 Zone 1 subtotal 912 15,171 197 6,581 937 299 357 299 -Zone 2--- 11 Play Room 196 6,376 83 1-7 524 3,081 407 140 1.25 175 140 12 Laundry/mud 253 3,671 48 1-4 665 1,276 1,060 58 1.00 58 58 13 Kitchen/dinette 536 7,980 104 4-6 517 8,935 537 406 1.05 427 406 14 Family 429 8,213 107 2-7 491 5,767 555 262 1.05 275 262 15 Sun Room 168 15,994 208 4-6 576 9,937 1,092 452 1.00 452_ 452 Zone 2 subtotal 1,582 42,234 549 28,996 3,651 1,319 1,387 1,319 System 3 total 2,494 57,405 746 35,577 4,588 1,618 1,745 1,618 System 3 Main Trunk Size: 18x19 in. Velocity: 742 ft./min Loss per 100 ft.: 0.052 in.wg --- ry Cooling Sensible/Latent Sensible Latent To Tons Split Btuh _Btuh Net Required: 3.35 89%/11% 35,577 4,588 40,166 Recommended: 3.95 75%/25% 35,577 11,859 47,436 Am Heating System Cooling System Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh 1 Revised 4/01//2002 DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: 900007 BUILDING DEPARTMENT APPRO D - 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: FTenant 61$0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT APPLICANT ADDRESS APPLICANT PHONE# —2—(& - O W N $£ OWNER ���r h C► n () �� U t S q� OWNER ADDRESS \ y2 o OWNER PHONE — O C = ESTIMATED COST$ �. U U y V r � IS THIS A CONTRACTXST? -i/Yes _No FEE ENCLOSED$ Z U r/VOS OiJ�� TYPE OF JOB: 15Q�q 0qx R C ✓New Installation Alteration/Addition/Repair APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL BUILDING PERMIT APPLICATION? ElYES)l NO BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ❑ FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑ MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION G /z SIZE OF MAIN DRAIN 'A I1 NO.OF TOILETS�_STYLE NO. URINALS STYLE NO.OF BATHTUBS 2 NO.OF SHOWERS Z NO.OF LAVATORIES NO. OF CONDUCTORS 2 SIZE -3 NO.OF STACKS 2 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 RIES bNO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR ) 1v 0 L c vN�4 SIZE OF DUCTS (�SEWR OR SEPTIC TANK SIZE OF WATER MAIN (' SIZE OF WATER PIPING&RISER WATER HEATER: TYPE C,o S MANUFACTURER'e� DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM'l HE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 2U �� A $ q CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT (� DATE DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# J� 644-2511 ext. 230 Date Building In Application must be printed or typed Location of Job: FEE SCHEDULE $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT rig- h APPLICANT ADDRESS ,�'� •fT� 'S� JbiL C O do-7 N APPLICANT PHONE# 96 �1 y O W N S OWNER / i9�e/n�/�rr s i✓O e'IG.D — .-� C OWNER ADDRESS y4 0 C�i9.��-� /10 !/ir/i7" 3 T a6o mil .. OWNER PHONE Q C O - o�c�c1 '70.5 S C ESTIMATED COST$Z/. 00c) IS THIS A CONTRACT COST. —Yes V-No FEE ENCLOSED$ TYPE O�FJ�OB: CAS S d`SOR'C0 V/New Installation / —Alteration/Addition/Repair Revised 4/011/2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? YES ❑ NO RESIDENTIAL ❑ BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FU 11 JRE USE AND OCCUPANCY -3i.16Cl e �hz,.,/Ly ❑ EDUCATIONAL ❑ INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑ MDMD USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE H G a SIZE OF MAIN CONDUCTORS ti I O NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES WINO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS 2 NUMBER OF SWITCHES NUMBER OF OUTLETS 5 NUMBER OF LIGHT FIXTURES 0 _NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS Z SEPARATE BEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. /&P) .3 719 4 - C ? CONTRACTORS LICENSE NO. TYPE STATE Q SIGNATURE OF APPLICANT DATE 8 o Q • JOB KAHN & BAYER SHEET NO. r OF I 48 Purnell Place /� 2 MANCHESTER, CT 06040 CALCULATED BY ` DATE (860) 646-4440 FAX (860) 646-9518 CHECKED BY DATE SCALE ...._.......r..._....._s............._.._....... --i-..._.. .........._ ...._._.......... _..... _ _.... _ _._ ._... _ I } i ..... I �._. _..... 1 T _...i............;.........__�.......-...... � i : ..i. i.. ....._.....5 i i __...{.._...._...........y... .....T........... 3'..._......`'.._...,._�...__....j.. .......... I ... ........... } i #;} ._._ _. ....._...!_..............._.._... ........... ...:............ _.........._._....i.._. ._ . _........_t ...... ................ ......... ...................... ._. ........._...1 _ .._,... r. .� ' } .............}....... .............}............ . a, ;..... 1..._...._ ..... 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I ..... ~Y.. µ ' .._. ......j............3..........._i_...........1......_.....'......__...'.........._.............i......._...+.............[...._..._:........ .... -..... ... .......... p ... ....�._ ........ -... . ..1.. ... ... i.....__...............I -.......}._....._..}......_...I �. —}. i.... No 1 641 I i I ............. _. i.—__�._.._. } SSION AL i ; ■ ' Floor Joists Under Rear Bath TJ•Bearrit 6 30 Serial Number.7002002450 14" TJI®230 @ 16" O/C User 3/31/2008 12 32 29 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel EngneVerson 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED 20, LOADS: Product Diagram is Conceptual: Analysis is for a Joist Member. Primary Load Group Residential-Living Areas(psf):40.0 Live at 100%duration,10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 480 240 17'8" - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.25" 585/159/0/745 End,Rim 1 Ply 1 1/4"x 14"0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 3.50" 961/347/0/1309 End,TJI Blocking 1 Ply 14"TJI®230 DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) -1295 -1289 1945 Passed(66%) Fit.end Span 1 under Floor loading Vertical Reaction(Ibs) 1295 1295 1460 Passed(89%) Bearing 2 under Floor loading Moment(Ft-Lbs) 4007 4007 4755 Passed(84%) MID Span 1 under Floor loading Live Load Defl(In) 0.442 0.500 Passed(U531) MID Span 1 under Floor loading Total Load Defl(in) 0.574 0.979 Passed(U410) MID Span 1 under Floor loading TJPro 38 30 Passed Span 1 -Deflection Criteria:STANDARD(LL:0.500",TL:U240). -Deflection analysis is based on composite action with single layer of 19/32"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracmg(Lu):All compression edges(top and bottom)must be braced at 3'10"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32"Panels(20"Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program. Comparison Value:1.53 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevelO. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevelO product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLeveO technical representative for product availability. -THIS ANALYSIS FOR ilevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel®Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Mannarino Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com Copyright d 2007 by iLevele. Federal Way, WA. TJI® and TJ-Beam® are registered trademarks of iLevele. e-I Joist-.Pro- and TJ-Pro`s are trademarks of iLevele. C ,Program files\Tres Joist\TJ-Beam\Beams 2008\mannarino-flj2.sms ■ Floor Joists Under Sitting Room TJ-EearrG 6 30 Senal Number:7002002450 14" TJ I®230 @ 16" O/C User 2 417200813905PIA THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version-63014 CONTROLS FOR THE APPLICATION AND LOADS LISTED F_ ; 1 20' Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group Residential Living Areas(psf):30.0 Live at 100%duration, 10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(plf) Floor(1.00) 181.1 90.6 13'10" - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UplifVTotal 1 Stud wall 3.50" 2.25" 473/170/0/644 End,Rim 1 Ply 1 1/4"x 14"0.8E TJ-Strand Rim BoardG 2 Stud wall 3.50" 2.25" 568/217/0/785 End,Rim 1 Ply 1 1/4"x 14"0.8E TJ-Strand Rim BoardG DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) -774 -770 1945 Passed(40%) Rt.end Span 1 under Floor loading Vertical Reaction(Ibs) 774 774 1157 Passed(67%) Bearing 2 under Floor loading Moment(Ft-Lbs) 3750 3750 4755 Passed(79%) MID Span 1 under Floor loading Live Load Defi(in) 0.375 0.500 Passed(U626) MID Span 1 under Floor loading Total Load Dell(in) 0.518 0.979 Passed(U454) MID Span 1 under Floor loading TJPro 38 30 Passed Span 1 -Deflection Criteria:STANDARD(LL:0.500",TL:L/240). -Deflection analysis is based on composite action with single layer of 19/32"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 3'11"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32"Panels(20"Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.53 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel&. iLevel&warrants the sizing of its products by this software will be accomplished in accordance with iLeveK9 product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel&Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Mannarino Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com Copyright C '0:7 by iLevel®. Federal Way. WA. 7:1V and TJ Bean* are registered trademarks of iLevel®. e l Joist'".Pro- and TJ-Pro"' are trademarks of iLevel®. C Program Fi:es-Trus Joist\TJ-Beam\Beams 2008\mannarino-flj6.sms .. Floor Joists Under Playroom Ti-Bearre 6 30 Sena]Number:7002002450 9 1/2" TJ I® 110 @ 16" O/C User 2 3131/2008 2 47.29 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version 6 30 14 CONTROLS FOR THE APPLICATION AND LOADS LISTED ;n 12- Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group Residential-Living Areas(psf):40.0 Live at 100%duration,10.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.25" 320/80/0/400 End,Rim 1 Ply 1 1/4"x 9 1/2"0.8E TJ-Strand Rim Board@ 2 Stud wall 3.50" 2,25" 320/80/0/400 End,Rim 1 Ply 1 1/4"x 9 1/2"0.8E TJ-Strand Rim Board@ DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 386 -381 1220 Passed(31%) Rt.end Span 1 under Floor loading Vertical Reaction(Ibs) 386 386 1018 Passed(38%) Bearing 2 under Floor loading Moment(Ft-Lbs) 1118 1118 2380 Passed(47%) MID Span 1 under Floor loading Live Load Deft(]n) 0.139 0.386 Passed(U999+) MID Span 1 under Floor loading Total Load Dell(in) 0,174 0.579 Passed(U800) MID Span 1 under Floor loading TJPro 46 30 Passed Span 1 -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Deflection analysis is based on composite action with single layer of 19132"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 3'10"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19132"Panels(20"Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.22 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability, -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel@ Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Mannanno Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724.5522 gianna@homedesigningservice.com 1aP7r_ght c :rr7 by LLevelS, Federal Way, WA. TJIx anal T: Sew* are registered trademarks of iLevel®. e-: Jcist-,Pro- and TJ-Pro" are trademarks of iLevel®. - .Pr gram F3:es TrLs Joist\TJ-Beam\Beams 2008\mannarino-fl33.sms ■ Floor Joists Under Kitchen Ti-BearrO 6 30 Senal Number.7002002450 14" TJ I@ 230 @ 16" O/C User.2 4i1P2008 11 02 49AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pape 1 Engine version-6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED a: ;a 20' LOADS: Product Diagram is Conceptual. Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psi):40.0 Live at 100%duration, 10.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.25" 533/133/0/667 End,Rim 1 Ply 1 1/4"x 14"0.8E TJ-Strand Rim Board(D 2 Stud wall 3.50" 2.25" 533/133/0/667 End,Rim 1 Ply 1 1/4"x 14"0.8E TJ-Strand Rim Board® DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 653 -647 1945 Passed(33%) Rt.end Span 1 under Floor loading Vertical Reaction(Ibs) 653 653 1157 Passed(56%) Bearing 2 under Floor loading Moment(Ft-Lbs) 3196 3196 4755 Passed(67%) MID Span 1 under Floor loading Live Load Dell(in) 0.359 0.500 Passed(U655) MID Span 1 under Floor loading Total Load Defl(in) 0.448 0.979 Passed(U524) MID Span 1 under Floor loading TJPro 38 30 Passed Span 1 -Deflection Criteria:STANDARD(LL:0.500",TL:U240). -Deflection analysis is based on composite action with single layer of 19/32"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 4'3"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32"Panels(20"Span Rating) decking. The controlling span is supported by walls. Additional considerations for this ratinginclude:Ceiling-None. been performed by the program. Comparison Value:1 9 o e. A structural analysis of the deck has not P .53 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevelO product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel®Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Mannarino Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724.5522 gianna C homedesigningservice.com Ccpyright O 2007 by tLevel®. Federal Way, WA. TJI® and Ti-Beamv are registered trademarks of iLevelm. e I J:1st, Pro- and TJ-Prod are trademarks of iLevel®. C .Program Files•.Trus Joist\TJ-Beam\Beams 2008\mannarino-fljd.sms Floor Joists Under Dining Room TJ-Bearn®6 30 Senai Number:7002002450 14" TJI@ 110 @ 16" O/C User 2 411/2008 11:04.53 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED LOADS: Product Diagram is Conceptual. Analysis is for a Joist Member, Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 10.0 Dead SUPPORTS: Input Bearing vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplitt/Total 1 Stud wall 3.50" 2.25" 413/103/0/517 End,Rim 1 Ply 1 1/4"x 14"0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 2.25" 413/103/0/517 End,Rim 1 Ply 1 1/4"x 14.0.8E TJ-Strand Rim Board® DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 503 -497 1860 Passed(27%) Rt.end Span 1 under Floor loading Vertical Reaction(Ibs) 503 503 1018 Passed(49%) Bearing 2 under Floor loading Moment(Ft-Lbs) 1896 1896 3565 Passed(53%) MID Span 1 under Floor loading Live Load Defl(in) 0.164 0.500 Passed(U999+) MID Span 1 under Floor loading Total Load Dell(in) 0.204 0.754 Passed(U885) MID Span 1 under Floor loading TJPro 49 30 Passed Span 1 -Deflection Criteria:STANDARD(LL:0.500",TL:U240). -Deflection analysis is based on composite action with single layer of 19/32"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 3'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32"Panels(20"Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program. Comparison Value:1.38 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input stated dimensions have been provided by the software user. This output has not been reviewed by an iLevelO Associate. design loads,and -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLeveK9 Custom product t listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Mannanno Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com Copyright C Z007 by iLevel®, Federal Way, WA, T_I& and TJ Beam& are registered trademarks of iLevel®. e-I Joisc'".Pro"' and TJ-Pro"' are trademarks of iLevele. Program Files.Trus Joist\TJ-Beam\Beams 2008\mennarino-flj5.sms ■ ' Bedroom#5 Beam TJ•BeamZ)630 serial Number.7002002450 3 PCS of 1 3/4" x 18" 1.9E MicrollamO LVL User 2 3131/200834210PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED o: T o Y4' Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:8'10" Primary Load Group Residential-Living Areas(psf):20.0 Live at 100%duration, 10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Tapered(plf) Snow(1.15) 285.9 To 45.0 95.3 To 15.0 0 To 17' Adds To Uniform(plf) Floor(1.00) 510.0 240.4 17'To 24' Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length L!ve/Dead/UpliftITotal 1 Stud wall 3.50" 3.13" 4690/2299/0/6990 L1 1 Ply 1 114"x 18"1.3E TimberStrand®LSL 2 Stud wall 3.50" 4.03" 5932/3067/0/9000 L1 1 Ply 1 1/4"x 18"1.3E TimberStrand®LSL -Bearing length requirement exceeds input at support(s)2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) -8826 -6388 17955 Passed(36%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 39848 39848 66849 Passed(60%) MID Span 1 under Snow loading Live Load Dell(in) 0.597 0.789 Passed(U476) MID Span 1 under Snow loading Total Load Dell(in) 0.902 1.183 Passed(U315) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced a19'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLeveO product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevelO technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel@ Custom product listed above. -Note:See iLeveO Specifier's/Builder's Guide for multiple ply connection. Operator Notes: Supports roof and ceiling loads. PROJECT INFORMATION: OPERATOR INFORMATION: Mannanno Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. - Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com Copyright O :OC7 by ILevel®, Federal Way, WA. microllam® is a registered trademark of iLevely. C :rogram F.Ies'.Trus Joist\TJ-Beam\Beams 2008\mannarino-bed#5.sms ■ ' Bedroom#5 Post Ti•Bean-M630 Serial Number:7002002450 3 1/2" x 5 1/4" 1.8E Parallam® PSL User.2 Y31120083.50:01 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.30,14 CONTROLS FOR THE APPLICATION AND LOADS LISTED BOTTOM OF MEMBER TOP OF MEMBER Product Diagram is Conceptual. LOADS: Analysis is for a Column Member. Vertical Loads: Class Live Dead Eccentricity T Eccentricity W Comment Floor(1.00) 5932lbs 3067 0 0 DESIGN CONTROLS: Design Control Result Location Combined Bending and Compression 0.52 1 Passed(52.2%) Load Combination:1.0 Dead+1.0 Floor Ud ratio 27.4 50 Passed(54.9%) ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevei®. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLeveI@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevelO Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel@ Custom product listed above. -Required bearing length for supported member was not analyzed. -Capacity shown has been reduced to allow for some limited eccentricity. Capacity is based on the worst case of the following eccentric conditions:8.33%of column thickness(1 st dimension)or 16.66%of column width -Columns shown must be one solid piece,i.e.no nail laminating. -Calculations are based on NDS'97 using material with a low(<11%)coefficient of variation in MOE. Analysis is suitable for use in the United States. PROJECT INFORMATION: OPERATOR INFORMATION: Mannanno Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com Copyright ® 2007 by iLevel®, Federal Way, WA. Parallam is a registered trademark of iLevele. C •Program Files\Trus Joist\TJ-Beam\Beams 2008\msnnarino-bed15-post•sms n ' Bedroom Hdr. Ti-BearrT 6 30 Senal Number 7002002450 2 PCS of 1 3/4" x 9 1/4" 1.9E Mlcrollam® LVL User.2 3/31/2008125435PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Verson 6 30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 ;2 5110.0-� Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:8'10" Primary Load Group-Residential-Living Areas(psf):20.0 Live at 100%duration,10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 540.0 254.6 0 To 5'10" Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Upliff/Total 1 Stud wall 3.50" 2.10" 2090/1026/013117 L1 1 Ply 1 3/4"x 9 1/4"1.9E MicrollamO LVL 2 Stud wall 3.50" 2.10" 2090/1026/0/3117 Lt 1 Ply 1 3/4"x 9 1/4"1.9E MicrollamO LVL DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 2938 -1981 7074 Passed(28%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 4040 4040 12884 Passed(31%) MID Span 1 under Snow loading Live Load Defl(in) 0.044 0.183 Passed(U999+) MID Span 1 under Snow loading Total Load Defl(in) 0.065 0.275 Passed(U999+) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 5'10"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevelO. iLevelO warrants the sizing of its products by this software will be accomplished in accordance with iLevelO product design criteria and code accepted design values. The specific product application,Input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevelO Associate. -Not all products are readily available. Check with your supplier or iLevelO technical representative for product availability. -THIS ANALYSIS FOR iLevelO PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel®Custom product listed above. -Note:See iLevelO Specifier's/Builder's Guide for multiple ply connection. Operator Notes: One piece.Do not splice PROJECT INFORMATION: OPERATOR INFORMATION: Mannanno Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com COP,right 0 :007 by iLevely. Federal way, WA. microllamw is a registered trademark of il,evel®. C Program Fiies%Trus JoiSL\TJ-Beam\Beams 2008\mannarino-bed-hdr.sms ■ Master Bath Beam 1 3/4" x 11 1/4" 1.9E Microllam@ LVL TJ•BearrvD 6 30 Sena]Number.7002002450 User.2 3131/2008 107.35 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Q 2 Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:7'6" Primary Load Group Residential-Living Areas(psf):20.0 Live at 100%duration,10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Urnform(plf) Floor(1.00) 30.0 45.0 0 To 13'10" Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.84" 12451868/0/2113 L1 1 Ply 1 3/4"x 11 1/4"1.9E Microllam@ LVL 2 Stud wall 3.50" 2.84" 1245 1868/0/2113 L1 1 Ply 1 3/4"x 11 1/4"1.9E Microllam@ LVL DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 2062 -1737 3741 Passed(46%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 6958 6958 8069 Passed(86%) MID Span 1 under Floor loading Live Load Deft(in) 0.366 0.450 Passed U44( 2) MID Span 1 under Floor loading Total Load Deft in ( ) 0.621 0.675 Passed(U261) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:L/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 4'2"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an!Level@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the!Level@ Custom product listed above. Operator Notes: Supporting Ceiling&False Rafters PROJECT INFORMATION: OPERATOR INFORMATION: Mannarino Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com Copyright C 2007 by iLevel®. Federal Way. WA. microllmn8 :s a registered trademark of iLevele. C:%Program Files\True Joist\TJ-Beam\Beams 2008\mannarino-Mstr.bath2.sms Master Bath Hdr. TJ-BearnO630 Sena]Number7002002450 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 User.2 3131/2008 2 32.24 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page Engine Version:6 30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED 6--3'10--—d Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:8" Primary Load Group-Residential-Living Areas(psf):1.0 Live at 100%duration, 1.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 1245 868 2'10" SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" 298/221 /0/518 By Others None 2 Stud wall 3.50" 1.50" 950/675/0/1625 By Others None DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) -1624 -1445 3330 Passed(43%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 1350 1350 3430 Passed(39%) MID Span 1 under Floor loading Live Load Deft(in) 0.004 0.117 Passed(U999+) MID Span 1 under Floor loading Total Load Defl(in) 0.007 0.175 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 3'10"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NOS for applicability of increase. -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLeveKD. iLevelO warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevelO Associate, -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the solid sawn lumber material listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Mannarino Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724.5522 gianna @ homedesigningservice.com Copyright o 2007 by iLevel®, Federal Way, WA. c PrCgr&l FileS.Trus Joiat\TJ-Beam\Beams 2008\mannarino-Mstr-bathl.sm9 ■ Master Bedroom TJ-BearnO630Senal Number 7002002450 2 PCs of 1 3/4" x 9 1/4" 1.9E Microllam® LVL User Engine Version: 2PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version:6.30 14 CONTROLS FOR THE APPLICATION AND LOADS LISTED e 12.2" LOADS: Product Diagram is conceptual. Analysis is for a Drop Beam Member. Tributary Load Width:18' Primary Load Group Residential-Living Areas(psf):20.0 Live at 100%duration,10.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplitt/Total 1 Stud wall 3.50" 2.24" 2190/1149/0/3339 L1 1 Ply 1 3/4"x 9 1/4"1.9E Microllam®LVL 2 Stud wall 3.50" 2.24" 2190/1149/0/3339 L1 1 Ply 1 3/4"x 9 1/4"1.9E MicrollamO LVL DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 3248 2756 6151 Passed(45%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 9608 9608 11204 Passed(86%) MID Span 1 under Floor loading Live Load Dell(in) 0.386 0.394 Passed(U368) MID Span 1 under Floor loading Total Load Deft(in) 0.588 0.592 Passed(U241) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'11"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevei®warrants the sizing of its products by this software will be accomplished in accordance with iLeveKD product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevelp technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel@ Custom product listed above. -Note:See iLevel®Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Mannanno Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com COP/right O 2007 by iLevelO, Federal Way, WA. Kicrollam® is a registered trademark of iLevelO. C:%Program Files\Trus Joist%TJ-Beam\Beams 2008\mannarino-mstr-bed.sms ■ iSitting Room Beam 2 TJ-Bearrip 6 30 Serial Number 7002002450 Pcs of 1 3/4" x 14" 1.9E Microllam® LVL User.2 4/10/200851241 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6 30 14 CONTROLS FOR THE APPLICATION AND LOADS LISTED o 1 g' Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1'4" Primary Load Group Residential-Living Areas(psi):20.0 Live at 100%duration,10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 1245 868 2' Pomt(lbs) Floor(1.00) 2190 1149 3" - Tapered(plf) Snow(1.15) 300.8 To 45.0 141.8 To 21.2 0 To 18' Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 5.77" 5493/3086/0/8579 L1 1 Ply 1 3/4"x 14"1.9E Microllam®LVL 2 Stud wall 3.50" 1.62" 1535/881/0/2416 L1 1 Ply 1 3/4"x 14"1.9E Microllam®LVL -Bearing length requirement exceeds input at support(s)1.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 5158 4539 10707 Passed(42%) Lt.end Span 1 under Snow loading Moment(Ft-Lbs) 14329 14329 27897 Passed(51%) MID Span 1 under Snow loading Live Load Dell(in) 0.361 0.589 Passed(U588) MID Span 1 under Snow loading Total Load Defl(in) 0.564 0.883 Passed(U376) MID Span 1 under Snow loading -Deflection Criteria:STANDAR DILL:U360,TL:U240). Bracing(Lu):All compression edges(top and bottom)must be braced at 11'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevelO. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevelO product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel®Custom product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Mannanno Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724.5522 gianna@homedesigningservice.com Copyright o 2007 by iLevelO. Federal Way, WA. Microllam is a registered trademark of iLevele. C %Program Files\Trus Joist\TJ-Beam\Beams 2008\mannarino-sitting.sms ■ ' Sitting Room Post TJ-BearrlD630 Serial Number7002002450 3 1/2" x 5 1/4" 1.8E Parallam® PSL User 2 4/312008 10 26 41 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version.63014 CONTROLS FOR THE APPLICATION AND LOADS LISTED BOTTOM OF MEMBER TOP OF MEMBER Product Diagram is Conceptual. LOADS: Analysis is for a Column Member. Vertical Loads: Class Live Dead Eccentricity T Eccentricity W Comment Floor(1.00) 5281lbs 2939 0 0 5-1C13 -��,� DESIGN CONTROLS: - Design Control Result Location Combined Bending and Compression 0.45 1 Passed(45%) Load Combination:1.0 Dead+ 1.0 Floor Ud ratio 27.4 50 Passed(54.9%) ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLeveKD. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevelO Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. .THIS ANALYSIS FOR il-evel(g)PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLeveI8 Custom product listed above. -Required bearing length for supported member was not analyzed. -Capacity shown has been reduced to allow for some limited eccentricity. Capacity is based on the worst case of the following eccentric conditions:8.33%of column thickness(1st dimension)or 16.66%of column width -Columns shown must be one solid piece,i.e.no nail laminating. -Calculations are based on NDS'97 using material with a low(<11%)coefficient of variation in MOE. Analysis is suitable for use in the United States. PROJECT INFORMATION: OPERATOR INFORMATION: Mannanno Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com Copyright C 2007 by iLevel®. Federal Way. WA. Parallan* is a registered trademark of aLevel®. C .Program F::es\Trus Joist\TJ-Beam\Beams 2008\mannarino-sitting-post.sms ■ Sitting Room Post TJ•Beam0630SenalNumber 7002002450 3 1/2" x 5 1/4" 1.8E Parallam® PSL User 2 Pagel 4/10/2008 Version. 8PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED BOTTOM OF MEMBER TOP OF MEMBER 8 -0 Product Diagram is Conceptual. LOADS: Analysis is for a Column Member. Vertical Loads: Class Live Dead Eccentricity T Eccentricity W Comment Floor(1.00) 5493 Ibs 3086 0 0 DESIGN CONTROLS: Design Control Result Location Combined Bending and Compression 0.48 1 Passed(48.2%) Load Combination:1.0 Dead+ 1.0 Floor Lid ratio 27.4 50 Passed(54.9%) ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevelD product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLeveI0 Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR ILevelO PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel@ Custom product listed above. -Required bearing length for supported member was not analyzed. -Capacity shown has been reduced to allow for some limited eccentricity. Capacity is based on the worst case of the following eccentric conditions:8 33%of column thickness(1st dimension)or 16.66%of column width -Columns shown must be one solid piece,i.e.no nail laminating. -Calculations are based on NDS'97 using material with a low(<11%)coefficient of variation in MOE. Analysis is suitable for use in the United States. PROJECT INFORMATION: OPERATOR INFORMATION: Mannarino Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724.5522 gianna@homedesigningservice.com :OP;r-gF.t b :007 by iLevelB. Federal Way, WA. Fara:'am6 :s a registered trademark of iLevelm. 7rogram Files,Trus Joist%TJ-Beam\Beams 2008\mannarino-sitting-post.sms Vrz JFront Porch Beam Ti-BearrO6.30 Senal Number 7002002450 2 Pcs of 1 1/2" x 7 1/4" 1.6E Solid Sawn Douglas Fir #2 User 2 0844355PM Engme Page 1 Engine Vernon:6 30.14 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED F_ L a; ;a c 8-4„-- Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:4'6" Primary Load Group Residential-Living Areas(psf):10.0 Live at 100%duration,10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 165.0 59.6 0 To 8'4" Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UpliWTotal 1 Stud wall 3.50" 1.50" 875/457/0/1332 By Others None 2 Stud wall 3.50" 1.50" 875/457/0/1332 By Others None DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 1279 -1046 3002 Passed(35%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 2558 2558 2645 Passed(97%) MID Span 1 under Snow loading Live Load Defl(in) 0.127 0.267 Passed(U756) MID Span 1 under Snow loading Total Load Defl(in) 0.193 0.400 Passed(U497) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 8'4"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing Is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevelO. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or!Level0 technical representative for product availability. -THIS ANALYSIS FOR iLevelO PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the solid sawn lumber material listed above. -Note:See ILevelt Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Mannarino Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com =o;yr:gh: b 7-007 by rLevelO, Federal Way, WA. Progr&r Fr1es.Trus Joist\TJ-Beam\Beams 2008\mannarino-front porch.sms ■ Dining Room Bay Hdr. 2 Pcs of 1 3/411 x 14" 1.9E Microllam® LVL TJ•Beartri4 6 30 Serial Number:7002002450 User.2 313112008 4 04.21 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version.6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED o 1 11.4" _ Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:9' Primary Load Group-Residential•Living Areas(psf):20.0 Live at 100%duration,10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(pif) Snow(1.15) 540.0 254.6 0 To 11'4" Adds To Uniform(plf) Floor(1.00) 277.5 92.5 0 To 11'4" Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 5.52" 5653/2554/018206 L1 1 Ply 1 3/4"x 14"1.9E Microllam®LVL 2 Stud wall 3.50" 5.52" 5653/2554/0/8206 L1 1 Ply 1 3/4"x 14"1.9E Microllam®LVL -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 7965 -6094 10707 Passed(57%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 21903 21903 27897 Passed(79%) MID Span 1 under Snow loading Live Load Dell(in) 0.253 0.367 Passed(U521) MID Span 1 under Snow loading Total Load Dell(in) 0.368 0.550 Passed(U359) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 6'4"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevelD product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel(D Associate. -Not all products are readily available. Check with your supplier or iLeveKD technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel®Custom product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Mannanno Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd, Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com Gop�*right O :C07 by iLevele, Federal Way. WA. M:crollaro is a registered trademark of iLevele. Program Files\TLus Joist\TJ-Beam\Beams 2008\mannarino-DR.sms ■ I Playroom Beam TJ-Beam®6 30 Serial Number 7002002450 3 Pcs of 1 3/4" x 16" 1.9E Microllam® LVL User 2 Pagel 3131!Engin 0082on.'63M THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED a; ;o 0 44' Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:17' Primary Load Group-Residential-Living Areas(psf):20.0 Live at 100%duration,10.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.87" 4080/2318/0/6398 L1 1 Ply 1 3/4"x 16"1.9E Microllam®LVL 2 Stud wall 3.50" 2,87" 4080/2318/0/6398 L1 1 Ply 1 3/4"x 16"1.9E Microllam@ LVL DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 6310 -5532 15960 Passed(35%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 37331 37331 46671 Passed(80%) MID Span 1 under Floor loading Live Load Dell(in) 0.739 0.789 Passed(U384) MID Span 1 under Floor loading Total Load Defl(in) 1.159 1.183 Passed(U245) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:L/360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 8'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLeveK9 technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel@ Custom product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. Operator Notes: One piece.Do not splice PROJECT INFORMATION: OPERATOR INFORMATION: Mannanno Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com opyr-gh: O 7007 by iLevelg. Federal Way. WA. mirrolla.,Q is a registered trademark of iLevele. .. Program Frles\Trus Joist\TJ•Beam\seams 2008\mannarino-playroom.sms ■ Playroom Beam Supporting Cantilever TJ•Bearnp630 serial Number:7002002450 2 Pcs of 1 3/4" x 14" 1.9E Microllam® LVL User 2 4/12008105633AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pape 1 Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:14'2" 1 ;2 6 4'8" a 9'6" Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:7'6" Primary Load Group Residential-Living Areas(psf):60.0 Live at 100%duration,20.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Unlform(plf) Snow(1.15) 255.0 120.2 0 To 14'2" Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/rotal 1 Wood column 3.50" 4.02" 7520/3026/0/10546 L5 None 2 Stud wall 3.50" 2.82" 3195/993/0/4188 Li 1 Ply 1 3/4"x 14"1.9E Microllam®LVL -Bearing length requirement exceeds input at support(s)1.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 5788 4490 10707 Passed(42%) Lt.end Span 1 under Snow loading Moment(Ft-Lbs) -11450 -11450 27897 Passed(41%) Left OH under Snow ALTERNATE span loading Live Load Defl(In) 0.168 0.321 Passed(2U688) Left OH under Snow ALTERNATE span loading Total Load Defl(in) 0.194 0.481 Passed(21J594) Left OH under Snow ALTERNATE span loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 14'2"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the(Level®Custom product listed above. -Note:See iLevelD Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Mannanno Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com Ccpyrignt o 2C07 by iLevel®. Federal Way. WA. microllam® is a registered trademark of iLevel®. :-Program rxies\Trus Joist\TJ-Beam\Beams 2008\mannarino-playroom2.sms ■ Garage Beam(Front) TJ-BearnS630 Sena)Number 7002002450 3 Pcs of 1 3/4" x i r 1.9E Microllam® LVL User.2 3/31/2008 3 23 51 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED o. T ° 24' Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:11'9" Primary Load Group Residential-Living Areas(psi):40.0 Live at 100%duration, 10.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.30" 5640/1723/0/7363 L1 1 Ply 1 1/4"x 18"1.3E TimberStrand®LSL 2 Stud wall 3.50" 3.30" 5640/1723/0/7363 Lt 1 PI 1 1/4"x 1 B"1.3E TimberStran Y dC�LSL DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 7261 -6264 17955 Passed(35%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 42961 42961 58130 Passed(74%) MID Span 1 under Floor loading Live Load Defl(in) 0.727 0.789 Passed(U391) MID Span 1 under Floor loading Total Load Defl(in) 0.949 1.183 Passed(U299) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 8'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevei®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLeveM technical representative for product availability. -THIS ANALYSIS FOR iLeveKD PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel®Custom product listed above. -Note:See iLeveG Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Mannarino Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com .'opyr:gh: b :007 by lLevel®, Federal Way, WA. M.:crcllamT is a registered trademark of iLevele. .program Files%Trus Joist\TJ-Beam\Beams 2008\mannarino-gar2.sma ■ r.mTrrn / Garage Beam(Middle) Ti-BearrKM 6 30 Serial Number 7002002450 3 Pcs of 1 3/411 x 18" 1.9E Microllam® LVL User.2 3131/2008 3.25:35 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED a; ,o 24' Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:11' Primary Load Group-Residential Living Areas(psf):35.0 Live at 100%duration,10.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Stud wall 3.50" 2.80" 4620/1633/0/6253 L1 1 Ply 1 1/4"x 18"1.3E TimberStrann LSL 2 Stud wall 3.50" 2.80" 4620/1633/0/6253 L1 1 Ply 1 1/4"x 18"1.3E TimberStrandO LSL DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 6166 -5320 17955 Passed(30%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 36484 36484 58130 Passed(63%) MID Span 1 under Floor loading Live Load Defl(in) 0.595 0.789 Passed(U477) MID Span 1 under Floor loading Total Load Defl(m) 0.806 1.183 Passed(U353) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:L/360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 10'10"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevelO, iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel8 product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLeveKD PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel@ Custom product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Mannarino Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com C�Pyr+ght 0 :007 by iLeve]C. Federal Way. WA. xicrcllam® is a registered trademark of iLevel®. C %Program Files\Trus Joist\TJ-Beam\Beams 2008\mannarino-9ar3.sm3 ■ ' Garage Beam(Rear) TJ-BearrO630 Sena[Number.7002002450 3 PCS of 1 3/4" x 16" 1.9E Microllam® LVL User 2 3/311200834445PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:6.3014 CONTROLS FOR THE APPLICATION AND LOADS LISTED : 24' Product Diagram is conceptual. LOADS: Analysis is for a Drop Beam Member, Tributary Load Width:4' Primary Load Group-Residential-Living Areas(psf):20.0 Live at 100%duration,10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(pif) Snow(1.15) 120.0 44.7 0 To 24' Adds To workshop roof Uniform(plf) Floor(1.00) 155.0 51.7 0 To 16' Adds To bedroom floor Uniform(plf) Floor(1.00) 206.7 51.7 16'To 24' Adds To bath floor SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.80" 4327/1915/0/6242 L7 1 Ply 1 3/4"x 16"1.9E MicrollamO LVL 2 Stud wall 3.50" 2.92" 4607/1915/0/6522 L1 1 Ply 1 3/4"x 16"1.9E Microllam®LVL DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) -6427 -5602 18354 Passed(31%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 36827 36827 53672 Passed(69%) MID Span 1 under Snow loading Live Load Defl(in) 0.799 0.789 Passed(U355) MID Span 1 under Snow loading Total Load Def!(in) 1.146 1.183 Passed(U248) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevelO. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLeveO Associate. -Not all products are readily available. Check with your supplier or iLevelO technical representative for product availability. -THIS ANALYSIS FOR iLevelO PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLeveM Custom product listed above. -Note:See iLeveKD Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Mannarino Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 glanna@homedesigningservice.com Copyright a 2007 by lLevel®. Federal way. WA. m a,crollarr® is a registered trademark of iLevel®. C..Program Fr1es\Trus Joist\TJ-Beam\seams 2008\mannarino-gar6.sms ■ Garage Post TJ•Bea r�6 30 Senal Number 7002002450User 2 5 1/4" x 5 1/4" 1.8E Para l lam® PS L Pagel 3/31/2 008 3 56 36.3M THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN EnginCONTROLS FOR THE APPLICATION AND LOADS LISTED BOTTOM OF MEMBER TOP OF MEMBER 0 Product Diagram is Conceptual. LOADS: Analysis Is for a Column Member. Vertical Loads: Class Live Dead Eccentricity T Eccentricity W Comment Floor(1.00) 5932lbs 3067 0 0 Floor(1.00) 4607lbs 1915 0 0 DESIGN CONTROLS: Design Control Result Location Combined Bending and Compression 0.57 1 Passed(57.1%) Load Combination:1.0 Dead+1.0 Floor Ud ratio 22.9 50 Passed(45.7%) ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by!LeveKCD. iLevelO warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user, This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the!Level®Custom product listed above. -Required bearing length for supported member was not analyzed. -Capacity shown has been reduced to allow for some limited eccentricity. Capacity is based on the worst case of the following eccentric conditions:8.33%of column thickness(1 st dimension)or 16.66%of column width -Columns shown must be one solid piece,i.e.no nail laminating. -Calculations are based on NDS'97 using material with a low(<11%)coefficient of variation in MOE. Analysis is suitable for use in the United States. PROJECT INFORMATION: OPERATOR INFORMATION: Mannanno Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna @homed esign i ngs ervice.com copyright a :007 by iLevel®. Federal Way. WA. Paral!amU is a registered trademark of iLevele. ,:-%Program Files Trus Joist\TJ-seam\Beams, 2008\manner ino-gar-post.sms ■ 1ran I Garage Door Hdr. TJ•BearrO630Senat Number 7002002450 3 PCs of 1 3/4" x 9 1/4" 1.9E Microllam® LVL User:2 3131/2008 3 21:29 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Verson:6 3010 CONTROLS FOR THE APPLICATION AND LOADS LISTED a. ;a Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:8" Primary Load Group-Residential-Living Areas(psi):1.0 Live at 100%duration,1.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 4080 2318 4' SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.70" 2377/1416/0/3793 L1 1 Ply 1 3/4"x 9 1/4"1.9E MicrollamO LVL 2 Stud wall 3.50" 1.50" 1709/1036/0/2746 L1 1 Ply 1 3/4"x 9 1/4"1.9E Microllam®LVL DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 3790 3777 9227 Passed(41%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 14420 14420 16806 Passed(86%) MID Span 1 under Floor loading Live Load Defl(in) 0.186 0.306 Passed(U591) MID Span 1 under Floor loading Total Load Def!(in) 0.296 0.458 Passed(U372) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLeveM. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevelO technical representative for product availability. -THIS ANALYSIS FOR iLevelO PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel®Custom product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Mannanno Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd, Windsor,CT 06095 Phone (860)724.5522 gianna@homedesigningservice.com Copyright ® :C07 by iLevel®, Federal Way, WA. M:crollamac is a registered trademark of iLevele. C.'Frogram FllestTrus Joist\TJ•Beam\Beams 2008\mannarino-garl.sms ■ Laundry Beam 2 PCs of 1 3/4" x 14" 1.9E Microllam® LVL TJ•l3earr,®6 30 Serial Number:7002002450 User 2 3/31/2008 5 06 12 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version:6.30 14 CONTROLS FOR THE APPLICATION AND LOADS LISTED 12' Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:10' Primary Load Group•Residential•Living Areas(psf):30.0 Live at 100%duration,10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 540.0 254.6 0 To 3'9" Adds To bed clg. Uniform(plf) Floor(1.00) 540.0 254.6 9'9"To 12' Adds To bed clg. Point(lbs) Floor(1.00) 2090 1026 3'9" window hdr. Uniform(plf) Floor(1.00) 176.7 88.3 0 To 3'9" Adds To roof Uniform(pit) Floor(1.00) 176.7 88.3 9'9"To 12' Adds To roof Point(lbs) Floor(1.00) 2090 1026 9'9" window hdr. Uniform(plf) Floor(1.00) 20.0 10.0 0 To 12' Adds To cant.clg. Uniform(plf) Snow(1.15) 30.0 11.2 0 To 12' Adds To cant.roof SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UplifVTotal 1 Stud wall 3.50" 6.19" 6348/2863/0/9211 L1 1 Ply 1 3/4"x 14"1.9E Microllam®LVL 2 Stud wall 3.50" 6.18" 6332/2863/0/9195 L1 1 Ply 1 3/4"x 14"1.9E Microllam®LVL -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 8954 6823 9310 Passed(73%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 22265 21797 24258 Passed(90%) MID Span 1 under Floor loading Live Load Deft(in) 0.293 0.389 Passed(U478) MID Span 1 under Snow loading Total Load Deft(in) 0.425 0.583 Passed(U330) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 4'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevelO. iLevel(Dwarrants the sizing of its products by this software will be accomplished in accordance with iLeve!®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevelO Associate. -Not all products are readily available. Check with your supplier or iLeveKD technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLeveKD Custom product listed above. -Note:See iLevel®Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Mannarino Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724.5522 gianna@homedesigningservice.com Copyright 9 2007 by iLevels, Federal Way. WA. nicrollaiai is a registered trademark of iLevele. Program Ft1es*.Trus Joist\TJ Beam\Beams 2008\mannarino-laundry.sms ■ Kitchen Window Hdr. Ti-BeanxS 6 30 Serial Number.7002002450 3 PCs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 User 2 4n/2008 9 16 19AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine version 6 30 14 CONTROLS FOR THE APPLICATION AND LOADS LISTED 0 Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:10' Primary Load Group Residential-Living Areas(psf):40.0 Live at 100%duration,10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 176.7 88.3 0 To 6 2" Adds To Uniforrn(plf) Snow(1.15) 540.0 254.6 0 To 6'2" Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.53" 3443/1396/0/4839 By Others None 2 Stud wall 3.50" 2.53" 3443/1396/0/4839 By Others None DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 4578 -3172 5744 Passed(55%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 6676 6676 6804 Passed(98%) MID Span 1 under Snow loading Live Load Dell(in) 0.061 0.194 Passed(U999+) MID Span 1 under Snow loading Total Load Defl(in) 0.086 0.292 Passed(U813) MID Span 1 under Snow loading -Deflection Criteria:STANDAR DILL:U360,TL:U240). -Allowable moment was increased for repetitive member usage. Bracing(Lu):All compression edges(top and bottom)must be braced at 6'2"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLeveKD. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevelO product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the solid sawn lumber material listed above. -Note:See iLevelO Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Mannanno Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724.5522 gianna@homedesigningservice.com :cp�,rig.".t O Z007 by iLevele. Federal Way, WA. ...Program Files`.Trus Joist\TJ-Beam\Bealns 2008\mannarino-kitchen.sms ■ Dinette Beam 2 PCs of 1 3/4" x 14" 1.9E Microllam® LVL TJ•Beamp 6 30 serial Number 7002002450 User 2 31312008202.17PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:6.30,14 CONTROLS FOR THE APPLICATION AND LOADS LISTED - F-T L Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1'4" Primary Load Group Residential-Living Areas(psf):30.0 Live at 100%duration,10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 2190 1149 2'2" - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detall Other Width Length Llve/Dead/Uplitt/Total 1 Stud wall 3.50" 2.45" 2357/1294/0/3651 Lt 1 Ply 1 3/4"x 14"1.9E Microllam®LVL 2 Stud wall 3.50" 1.50" 620/383/0/1003 L1 1 Ply 1 3/4"x 14"1.9E MicrollamO LVL DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 3640 3554 9310 Passed(38%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 7355 7355 24258 Passed(30%) MID Span 1 under Floor loading Live Load Deft(in) 0.209 0.644 Passed(U999+) MID Span 1 under Floor loading Total Load Defl(in) 0.332 0.967 Passed(U699) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 19'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevelO. il-evelO warrants the sizing of its products by this software will be accomplished in accordance with iLevelO product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevelO Associate. -Not all products are readily available. Check with your supplier or iLevelO technical representative for product availability. -THIS ANALYSIS FOR iLevelO PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the tLevelO Custom product listed above. -Note:See iLevelO Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Mannanno Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com Copyright O Z007 by tLevel®, Federal Way, WA. Micro:lan* is a registered trademark of iLevels. C­Program Files,Trus Joist\TJ-Beam\Beams 2008%m nnarino-dinette.sms Dinette Hdr. TJ-BearrO630 serial Number.70020024SO 3 Pcs of 1 3/4" x 9 1/4" 1.9E Microllam® LVL User 2 4/1/2008 9 22 47AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Vernon 6 30 14 CONTROLS FOR THE APPLICATION AND LOADS LISTED JL Fill ;a 6-8-4" Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:10' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Polnt(lbs) Floor(1.00) 2090 1026 2'8" Unlform(pif) Floor(1.00) 176.7 88.3 2'8"To 8'4" Adds To Unlform(plf) Snow(1.15) 540.0 254.6 2'8"To 8'4" Adds To Polnt(lbs) Floor(1.00) 620 383 6'4" SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.92" 4601/1914/0/6515 L1 1 Ply 1 3/4"x 9 1/4"1.9E Microllam@ LVL 2 Stud wall 3.50" 3.53" 5504/2383/0/7887 L1 1 Ply 1 3/4"x 9 1/4"1.9E Microllam@ LVL DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) -7625 -6216 10611 Passed(59%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 15778 15778 19327 Passed(82%) MID Span 1 under Snow loading Live Load Dell(m) 0.221 0.267 Passed(U435) MID Span 1 under Snow loading Total Load Defl(In) 0.316 0.400 Passed(U303) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 8'4"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing Is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. ilevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or!Level@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevei®Custom product listed above. -Note:See(Level@ Speclfier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Mannanno Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com oryrigh: O 2007 by iLeveiv. Federal Way. WA. ..-.r,llaang is a registered trademark of iLevele. Program Fiies,Trus Joist\TJ-Beam\Beams 2008\mannarino-dinette-hdr.sms Y ' Family Room Beam 3 PCs of 1 3/4" x 14" 1.9E Microllam® LVL User 2 TJ-l3ean,2)6 30 Senat Number 7002002450 Paget EnflneVesion 6.30.14 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED F_ _A_ o ;a 19' 8" Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1'4" Primary Load Group Residential-Living Areas(psf):30.0 Live at 100%duration,10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 5493 3086 17'8" Point(lbs) Floor(1.00) 950 675 17'8" SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" 1004/687/0/1692 L1 1 Ply 1 3/4"x 14"1.9E Microllam@ LVL 2 Stud wall 3.50" 4.46" 6225/3735/0/9960 L1 1 Ply 1 3/4"x 14"1.9E Microllam@ LVL -Bearing length requirement exceeds input at support(s)2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) -9948 -9853 13965 Passed(71%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 18115 18115 36387 Passed(50%) MID Span 1 under Floor loading Live Load Dell(in) 0.280 0.644 Passed(U830) MID Span 1 under Floor loading Total Load Defl(in) 0.457 0.967 Passed(U507) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):Ail compression edges(top and bottom)must be braced at 18'10"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or!Level@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel@ Custom product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Mannanno Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com Copyright C :007 by iLevel®, Federal Way, WA. -.-..."3 A -s a registered trademark of iLevel®. Program F.1e9'Trus Joist\TJ-Beam\Beams 2008\mannarino-fr.sms ■ M Floor Joists Under Front Bedrooms TJ-Beam 6.30 Senal Number:7002002450 14° TJ IO 110 Cam? 16" O/C user:2 3/31/2008 12:33.18 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.30,14 CONTROLS FOR THE APPLICATION AND LOADS LISTED a: :o Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):30.0 Live at 100%duration,10.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UplitVTotal 1 Stud wall 3.50" 3.50" 320/107/0/427 End,TJI Blocking 1 Ply 14"TJIO 110 2 Stud wall 3.50" 3.50" 320/107/0/427 End,TJI Blocking 1 Ply 14"TJI®110 DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 416 -411 1860 Passed(22%) Rt.end Span 1 under Floor loading Vertical Reaction(Ibs) 416 416 1350 Passed(31%) Bearing 2 under Floor loading Moment(Ft-Lbs) 1619 1619 3565 Passed(45%) MID Span 1 under Floor loading Live Load Defl(in) 0.138 0.500 Passed(U999+) MID Span 1 under Floor loading Total Load Deft(in) 0.185 0.779 Passed(U999+) MID Span 1 under Floor loading TJPro 47 30 Passed Span 1 -Deflection Criteria:STANDARD(LL:0.500",TL:U240). -Deflection analysis is based on composite action with single layer of 19/32"Panel 9 Y s(20`Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 4'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32"Panels(20"Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program. Comparison Value:1.38 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. tLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLeveKsl Associate. -Not all products are readily available. Check with your supplier or iLeveKD technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel®Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Mannarino Builders,Inc. G!anna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna@homL-designingservice.com Copyright O 2007 by iLevelO, Federal Way, WA. TJIO and TJ-Bean& are registered trademarks of iLevels. e-I Joist_,Pro" and Ti-pro- are trademarks of iLevele. C:�Program Piles\Trus Joist\TJ-Beam\Beams 2008\mannarino-fiii.sms ■ Family Room Post 5 1/4" x 5 1/4" 1.8E Parallam® PSL TJ•l3earr,®6 30 Serval Number 7002002450 User 2 4/10200851641 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:63014 CONTROLS FOR THE APPLICATION AND LOADS LISTED BOTTOM OF MEMBER TOP OF MEMBER 0 10, Product Diagram is Conceptual. LOADS: Analysis is for a Column Member, Vertical Loads: Class Live Dead Eccentricity T Eccentricity W Comment Floor(1.00) 6225 Ibs 3735 0 0 DESIGN CONTROLS: Design Control Result Location Combined Bending and Compression 0.27 1 Passed(27.1%) Load Combination:1.0 Dead+1.0 Floor Ud ratio 22.9 50 Passed(45.7%) ADDITIONAL NOTES- -IMPORTANT! The analysis presented is output from software developed by iLevelO. !Level®warrants the sizing of its products by this software will be accomplished in accordance with iLevelO product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevelO Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevelO Custom product listed above. -Required bearing length for supported member was not analyzed. -Capacity shown has been reduced to allow for some limited eccentricity. Capacity is based on the worst case of the following eccentric conditions:8.330/a of column thickness(1 st dimension)or 16.66%of column width -Columns shown must be one solid piece,i.e.no nail laminating. -Calculations are based on NDS'97 using material with a low(<t 1%)coefficient of variation in MOE. Analysis is suitable for use in the United States. PROJECT INFORMATION: OPERATOR INFORMATION: Mannarino Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com o�yrighc 0 ::07 by ilevel®, Federal Way, WA. Para-ta :s a registered trademark of iLevels. Program Files%Trus Joist\TJ•Beam\Beams 2008\mannarino-fr-post.sms ■ Family Room Hdr. Ti-Beam 6 30 Senai Number 7002002450 2 PCs of 1 3/4" x 9 1/4" 1.9E Microllam® LVL User 2 411 r2008 9 31.24 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:6 30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:10' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 2090 1026 4'5" Uniform(plf) Floor(1.00) 176.7 88.3 4'5"To 5'6" Adds To Uniform(plf) Snow(1.15) 540.0 254.6 4'5"To 5'6" Adds To Uniform(plf) Floor(1.00) 545.6 90.9 0 To 5'6" Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.55" 3029/759/0/3789 L1 1 Ply 1 3/4"x 9 1/4"1.9E Microllam®LVL 2 Stud wall 3.50" 4.55" 5038/1737/0/6775 Lt 1 Ply 1 3/4"x 9 1/4"1.9E Microllam&LVL -Bearing length requirement exceeds input at support(s)2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) -6407 -4465 6151 Passed(73%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 5651 5514 11204 Passed(49%) MID Span 1 under Floor loading Live Load Dell(in) 0.065 0.172 Passed(U958) MID Span 1 under Snow loading Total Load De11(in) 0.084 0.258 Passed(L 742) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 5'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel&. iLevei&warrants the sizing of its products by this software will be accomplished in accordance with iLevel&product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel&Associate. -Not all products are readily available. Check with your supplier or 11-evel&technical representative for product availability. -THIS ANALYSIS FOR iLevei&PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel&Custom product listed above. -Note:See iLevel&Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Mannarino Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com =oFyr:gh: O :007 by iLevel®. Federal Way, WA. M.Crollam& is a registered trademark of iLevel®. C Program Fales%Trus Joist\TJ-Beam\Beams 2008\mannarino-fr-hdr.sms ■ ' Family Room Hdr. 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir# TJ•Bearrc*9 6 30 Serial Number 7002002450 � 2 User 2 a1r1008 9 37 34 AM Pagel 4/l/20Engine 893736.30.1a THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 :a 5-$-- Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:10' Primary Load Group-Residential-Living Areas(psi):40.0 Live at 100%duration,10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 130.0 65.0 0 To 5'8" Adds To Uniform(plf) Snow(1.15) 255.0 120.2 0 To 5'8" Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.39" 2224/827/0/3051 By Others None 2 Stud wall 3.50" 2.39" 2224/827/0/3051 By Others None DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 2871 -1907 3830 Passed(50%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 3829 3829 3944 Passed(97%) MID Span 1 under Snow loading Live Load Defl(m) 0.045 0.178 Passed(U999+) MID Span 1 under Snow loading Total Load Dell(in) 0.062 0.267 Passed(U999+) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 5'8"c/o unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevelO product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an ILeveM Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevelD PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the solid sawn lumber material listed above. -Note:See iLevel®Specifier's/Builder's Guide for multiple ply connection. Operator Notes: Sunroom Door Hdr. PROJECT INFORMATION: OPERATOR INFORMATION: Mannanno Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna @homedesigningservice.com ;'cpyriq*t v :pool by iLevel®, Federal Way, WA. C—Program Files—rus Joist\TJ-Beam\Beams 2008\mannarino-Er-hdr2.sms ■ Sunroom Ridge Beam Ti-Searnp630SenaiNu"er7002DO2450 1 3/4" x 11 1/4" 1.9E Microllam® LVL User 2 4/9/2008 3 03 30 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engme Vernon 6 30 14 CONTROLS FOR THE APPLICATION AND LOADS LISTED F_ o;F1 .a o1 2'4,. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:V Primary Load Group Residential-Living Areas(psf):1.0 Live at 100%duration,1.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 217.5 153.8 0 To 12'4" Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.14" 1347/988/0/2336 L1 1 Ply 1 3/4"x 11 1/4"1.9E Microllam®LVL 2 Stud wall 3.50" 3.14" 1347/988/0/2336 L1 1 Ply 1 3/4"x 11 1/4"1.9E Microllam(D LVL DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 2272 -1870 4302 Passed(43%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 6817 6817 9279 Passed(73%) MID Span 1 under Snow loading Live Load Defl(in) 0.283 0.400 Passed(L/510) MID Span 1 under Snow loading Total Load Dell(in) 0.490 0.600 Passed(L/294) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:L/360,TL:V240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 5'5"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevelO. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevelO Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR ileveKD PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel®Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Mannanno Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com ==pyr:ght O 2007 by aLevel®, Federal Way, WA. M:crc:la.�n& :s a registered trademark or iLevel4). Fr-,gran Fi:es.Trus Joist\T.t-Beam\Beams 2008\mannarino-sunroom.sms ■ Sunroom Hdr. TJ-Bearro6.30SenalNumber:7002002450 3 PCs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir#2 User,2 Pagel EngneVerso s3.1a THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 8-4" Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group Residential-Living Areas(psf):1.0 Live at 100%duration,1.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Polnt(lbs) Floor(1.00) 1347 988 4'2" - SUPPORTS: In put Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" 678/539/0/1217 By Others None 2 Stud wall 3.50" 1.50" 678/539/0/1217 By Others None DES(GN CO NTROLS: Maximum Design Control Result Location Shear(Ibs) 1215 -1204 4995 Passed(24%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 4765 4765 5916 Passed(81%) MID Span 1 under Floor loading Live Load Dell(in) 0.052 0.267 Passed(U999+) MID Span 1 under Floor loading Total Load Deft(In) 0.093 0.400 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria:STANDAR DILL:U360JUU240). -Allowable moment was increased for repetitive member usage. -Bracing(Lu):All compression edges(top and bottom)must be braced at 8'4"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES. -IMPORTANT! The analysis presented is output from software developed by iLevel®, iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLeveKD product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel©Associate. -Not all products are readily available. Check with your supplier or(Level®technical representative for product availability. -THIS ANALYSIS FOR iLeveM PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the solid sawn lumber material listed above. -Note:See iLevelO Speclfier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Mannanno Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724.5522 gianna@homedesigningservice.com -=r;right O 2007 by iLeveld, Federal Way, WA. •;rogr=. F:les\Trus Joist\TJ-Beam\Seems 2008\mannarino-sunrooml.sms ■ Exercise Room Hdr. TJ.Beam!630SenaiNumber 7002002450 2 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir#2 User 2 4/9/2008 3 09 47PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page Engine Version 6 30 14 CONTROLS FOR THE APPLICATION AND LOADS LISTED a; ;o Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):1.0 Live at 100%duration,1.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 678 539 1'4" - Point(lbs) Floor(1.00) 678 539 9'8" SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" 684/581/0/1264 By Others None 2 Stud wall 3.50" 1.50" 684/581/0/1264 By Others None DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 1263 -1255 3330 Passed(38%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 1542 1542 3430 Passed(45%) MID Span 1 under Floor loading Live Load Defl(in) 0.061 0,356 Passed(U999+) MID Span 1 under Floor loading Total Load Defl(in) 0.116 0.533 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria:STANDAR DILL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 1 V o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NOS for applicability of increase. -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevelO. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevelO product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or!Level®technical representative for product availability. -THIS ANALYSIS FOR iLevelO PRODUCTS ONLY[ PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NOS methodology. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the solid sawn lumber material listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Mannanno Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com C.G�riq*.c O ::C7 oy iLevel®. Federal Way, WA. irogra.:. F.:es.rr•,:s Joist ITJ•Beam\Seams 2008\mannarino-exercise1.sms ■ ' Exercise Room Beam TJ-Beamp630 serial Number7002002450 4 PCs of 1 3/4" x 14" 1.9E Microllam® LVL User 4/9/2008 3 12 41 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version.6 30 14 CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 1. 1 ;1 0 14' Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:10' Primary Load Group Residential-Living Areas(psf):40.0 Live at 100%duration,10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 2224 827 5" - FR hdr. Point(lbs) Floor(1.00) 2224 827 6' - FR hdr. Unlform(plf) Floor(1.00) 130.0 65.0 6'To 14' Adds To 2nd fir.clg. Unlform(plf) Floor(1.00) 350.0 100.0 6'To 14' Adds To closet/bath floor Tapered(plf) Snow(1.15) 217.5 To 0.0 102.5 To 0.0 0 To 14' Adds To main roof Point(lbs) Floor(1.00) 1347 988 7'3" - sunroom ridge SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 4.20" 9005/3503/0/12508 L1 1 Ply 1 3/4"x 14'1.9E MicrollamO LVL 2 Stud wall 3.50" 3.60" 7752/2956/0/10708 L1 1 Ply 1 3/4"x 14"1.9E Microllam(D LVL -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 12367 -8489 18620 Passed(46%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 42636 40130 48517 Passed(83%) MID Span 1 under Floor loading Live Load Defl(in) 0.354 0.456 Passed(U463) MID Span 1 under Snow loading Total Load Deft(In) 0.497 0.683 Passed(U330) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 1 V 8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLeveI0 warrants the sizing of its products by this software will be accomplished in accordance with iLevelO product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLeveKD Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLeveO PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel@ Custom product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Mannarino Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com r=Lyr.9nt O :r07 by :Leve1S, Federal way, WA. :s a registered trademark of iLevele. .r.gram F:Ses,Trus Jo35t\TJ Beam\Beams 2008\mannarino-exercisel.sms tExercise Room Beam TJ•Beam®630Senal Number 7002002450 3 PCs of 1 3/4" x 18" 1.9E Microll=0 LVL User 2 Pagel EngineVersion.63014 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:7' Primary Load Group Residential Living Areas(psf):40.0 Live at 100%duration,10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(pif) Snow(1.15) 108.8 76.9 0 To 16'8" Adds To sunroom roof Urnform(plf) Snow(1.15) 90.0 50.3 0 To 16'8" Adds To exercise roof Point(lbs) Floor(1.00) 9005 3503 4'5" - Tapered(plf) Snow(1.15) 70.0 To 0.0 33.0 To 0.0 0 To 4'5" Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UplifVTotal 1 Stud wall 3.50" 6.86" 10794/4519/0/15313 L1 1 Ply 1 1/4"x 18"1.3E TimberStrand®LSL 2 Stud wall 3.50" 4.09" 6346/2778/0/9124 L1 1 Ply 1 1/4"x 18"1.3E TimberStrand(D LSL -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 15180 12566 17955 Passed(70%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 57575 52321 58130 Passed(90%) MID Span 1 under Floor loading Live Load Dell(in) 0.415 0.544 Passed(U473) MID Span 1 under Snow loading Total Load Deft(in) 0.590 0.817 Passed(U332) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 4'3"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability, ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevelO Associate. -Not all products are readily available. Check with your supplier or iLeveO technical representative for product availability. -THIS ANALYSIS FOR iLeveKD PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel0 Custom product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Mannanno Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com Cc; right 6 2007 by iLevel®, Federal Way, WA. M! Crslla�,* is a registered trademark of iLevele. C .Program Files\Trus Joist\TJ•Beam\Beams 2008\msnnarino-exereise2.sms ■ rZ ' I Basement Be am In Storage TJ-Beane630SenalNumber.7002002450 1 3/4" x 14" 1.9E Microllam® LVL User 2 4/1/200811*0737AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Vernon:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED F_ a;F1 �F21 Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:9'6" Primary Load Group-Residential-Living Areas(psi):40.0 Live at 100%duration,10.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.67" 2153/577/0/2730 L1 1 Ply 1 3/4"x 14"1.9E Microllam®LVL 2 Stud wall 3.50" 3.67" 2153/577/0/2730 L1 1 Ply 1 3/4"x 14"1.9E Microllam®LVL -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 2650 -2027 4655 Passed(44%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 7287 7287 12129 Passed(60%) MID Span 1 under Floor loading Live Load Defl(in) 0.193 0.367 Passed(U684) MID Span 1 under Floor loading Total Load Defl(in) 0.245 0.550 Passed(U539) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360JUL/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 6'4"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevelO technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevelO Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Mannarino Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna @ homedesigningservice.com Copyright b 2^07 by iLevel®. Federal Way, WA. •..-..::a.-" :s a registered trademark of rLevelm. Program Files\Trus Josst\TJ-Beam\Beams 2008\mannarino-bsmt-storage.sms ■ Basement Beam In Closets TJ-Bearr@J 6 30 Serial Number 7002002450 2 PCs of 1 3/4" x 9 1/4" 1.9E Microllam® LVL User 2 4112008111353AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version.6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED a: ;o Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:9'4" Primary Load Group-Residential-Living Areas(pso:40.0 Live at 100%duration,10.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" 1322/362/0/1684 L1 1 Ply 1 3/4"x 9 1/4"1.9E Microllam®LVL 2 Stud wall 3.50" 1.50" 1322/362/0/1684 L1 1 Ply 1 3/4"x 9 114"1.9E Microllam@ LVL DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 1605 -1179 6151 Passed(19%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 2709 2709 11204 Passed(24%) MID Span 1 under Floor loading Live Load Dell(in) 0.048 0.225 Passed(U999+) MID Span 1 under Floor loading Total Load Defl(in) 0.061 0.338 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'1"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLeve@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel@ Custom product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Mannarino Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724.5522 gianna@homedesigningservice.com Copyright 8 :007 by iLevel®, Federal Way, WA. Microllalr® is a registered trademark of iLevelo. Pr.gra.T F:les'Trus J01st\TJ Beam\Beams 2008\mannarino-bsmt-closet.sm3 1 IVII Basement Beam @ Bar(Left) TJ-Beamp 6 30$anal Number 7002002450 2 Pcs of 1 31411 x 14" 1.9E Microllam® LVL User* 2 4/112008 11.17 1 SAM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Vernon:6 30 14 CONTROLS FOR THE APPLICATION AND LOADS LISTED ;�2 o g Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member, Tributary Load Width:8' Primary Load Group Residential-Living Areas(psf):20.0 Live at 100%duration,10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Urnform(plf) Snow(1.15) 240.0 113.1 0 To 16' Adds To SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/rotal 1 Stud wall 3.50" 3.26" 3200/1653/0/4853 L1 1 Ply 1 3/4"x 14"1.9E Microllam®LVL 2 Stud wall 3.50" 3.26" 3200/1653/0/4853 L1 1 Ply 1 3/4"x 14"1.9E Microllam(D LVL DESIGN CONTROLS: Maximum Design Control Result Location Shear(lbs) 4752 -3968 10707 Passed(37%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 18612 18612 27897 Passed(67%) MID Span 1 under Snow loading Live Load Dell(in) 0.387 0.522 Passed(U486) MID Span 1 under Snow loading Total Load Dell(m) 0.587 0.783 Passed(U320) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 8'4"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevelCk)Associate. -Not all products are readily available. Check with your supplier or il-evel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel®Custom product listed above. -Note:See iLevelS Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Mannanno Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com �C;7r=9r' C :. ' b, revel®. Federal Way. WA. isra registered trademark of iLevel®. r:ograT F.les-rrus JOist\TJ•Beam\Beams 2008\mannarino-b3mt-bar.sms er ,' ~ n Basement Dbl.Joist 0 Bar(right) 14" TJI@ 110, 2 plies @ 16" o/c TJ-Beam@!6 30 Serial Number:7002002450 User:2 42/200894445AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED L4 Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):90.0 Live at 100%duration,30.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Tapered(plf) Snow(1.15) 241.1 To 45.0 113.6 To 21.2 0 To 13'6" Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 2003/832/0/2835 End,TJI Blocking 1 Ply 14"TJI®110 2 Stud wall 3.50" 3.50" 1548/618/0/2166 End,TJI Blocking 1 Ply 14"TJIO 110 DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 2728 2686 4278 Passed(63%) Lt.end Span 1 under Snow loading Vertical Reaction(Ibs) 2728 2728 3105 Passed(88%) Bearing 1 under Snow loading Moment(Ft-Lbs) 7958 7958 8199 Passed(97%) MID Span 1 under Snow loading Live Load Defl(in) 0.256 0.436 Passed(U613) MID Span 1 under Snow loading Total Load Defl(in) 0.361 0.654 Passed(U435) MID Span 1 under Snow loading TJPro 63 30 Passed Span -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Deflection analysis is based on composite action with single layer of 19/32"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'7"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32"Panels(20"Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program. Comparison Value:2.25 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevelO PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel®Custom product listed above. -Note:See iLevelO Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Mannanno Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com Copyright 0 :007 by iLevel®, Federal Way. WA. TJ14) and ^J.9ea.Q are registered trademarks of iLevel®. e I Jo ista,Pro- and TJ•Pro� are trademarks of iLevel®. .Program F.:es\Trus Joist`.TJ-Beam\Beams 2008\mannarino-bsmt-bar2.sms ■ 1 Basement Beam @ Bar(rear) TJ-BearrO630 Serial NUmber7002002450 3 PCs of 1 3/4" x 18" 1.9E Microll=(D LVL User.2 4/1/200811 31.59AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version.6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED 15,101, Product Diagram is conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 18' Primary Load Group Residential-Living Areas(psf):70.0 Live at 100%duration,20.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 2357 1294 3'8" - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Llve/Dead/Uplitt/Total 1 Stud wall 3.50" 7.11" 11800/4058/0/15858 L1 1 Ply 1 1/4"x 18"1.3E TimberStrand@ LSL 2 Stud wall 3.50" 6.21" 10507/3349/0/13856 L1 1 Ply 1 1/4"x 18"1.3E TimberStrand@ LSL -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware Is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 15584 12909 17955 Passed(72%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 56030 56030 58130 Passed(96%) MID Span 1 under Floor loading Live Load Defl(in) 0.433 0.517 Passed(U430) MID Span 1 under Floor loading Total Load Dell(in) 0.577 0,775 Passed(L/323) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'11"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability, ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevelO. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel@ Custom product listed above. -Note:See iLevel@ Spec ifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Mannarino Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com t -C:7 by iLevel®, Federal Way, WA. ...---::an* :s a registered trademark of iLevel®. Program F:les%Trus Joist\TJ-Beam\8eams 2008\mannarino-bsmt-bar3.sm3 Basement Beam @ Bath 7J-Bearr4rj6.30SenalNumber7oo2o02450 2 Pcs of 1 3/4" x 9 1/4" 1.9E Microllam® LVL User 2 4/1/200811.36.19AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version 630.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED i a 7,4" Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 17' Primary Load Group Residential Living Areas(psf):80.0 Live at 100%duration,20.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 4.21" 4987/127910/6266 L1 1 Ply 1 3/4"x 9 1/4"1.9E Microllam®LVL 2 Stud wall 3.50" 4.21" 4987/1279/0/6266 L1 1 Ply 1 3/4"x 9 1/4"1.9E Microllam@ LVL -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 5981 -4450 6151 Passed(72%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 10467 10467 11204 Passed(93%) MID Span 1 under Floor loading Live Load Defi(in) 0.199 0.233 Passed(U423) MID Span 1 under Floor loading Total Load Defl(in) 0.250 0.350 Passed(U336) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 6'3"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLeveK9 PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLeveKD Custom product listed above. -Note:See iLevelO Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Mannarino Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com Copyr_gnr O 2007 by &Level®, Federal way, wA. iti=:r:i lama: is a registered trademark of iLevel®. -:',Program F&les\Trus Jo&st\TJ-Beam\beams 2008\mannarino-bsmt-bath.sms ~ Basement Beam @ Billiard Area(front) TJ•BeamE 6 30 Serial Number:7002002450 3 PCs of 1 3/4" x 18" 1.9E Microllam® LVL User 2 41112008 12 09 32 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED of .a 15'8" Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 18' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 722.0 260.0 0 To 15'8" Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UplittlTotal 1 Stud wall 3.50" 6.70" 11296/3651/0/14947 L1 1 Ply 1 1/4"x 18"1.3E TlmberStrand®LSL 2 Stud wall 3.50" 6.70" 11296/3651/0/14947 L1 1 Ply 1 1/4"x 18"1.3E TimberStrancKD LSL -Bearing length requirement exceeds input at support(s) 1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 14629 11528 17955 Passed(64%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 56077 56077 58130 Passed(96%) MID Span 1 under Floor loading Live Load Defl(in) 0.424 0.511 Passed(U434) MID Span 1 under Floor loading Total Load Dell(in) 0.561 0.767 Passed(U328) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'11"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevei®, iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative P ve for product availability. .THIS ANAL YSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel®Custom product listed above. -Note:See iLeveKD Specifier's/Builder's Guide for multiple I p e ply connection, PROJECT INFORMATION: OPERATOR INFORMATION: Mannarino Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com :cpyrtght O '<007 by rLevel®. Federal Way, WA. K crollaaw is a registered trademark of iLevel®. Program Files\Trus JoistNTJ-Beam\Beams 2008\mannarino-bsmt-billiard.sms • °' 1 1 Basement Beam 0 Lav TJ-6earrAD 6 30 Senal Number.7002002450 2 Pcs of 1 3/4" x 11 1/4" 1"9E Microliam® LVL User..2 4n/200812.21.08PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pape 1 Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED a: :o .. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 18' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 722.0 260.0 0 To 8' Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 5.09" 5768/1804/0/7572 L1 1 Ply 1 3/4"x 11 1/4"1.9E MicroilamO LVL 2 Stud wall 3.50" 5.09" 5768/1804/0/7572 Lt 1 Ply 1 3/4"x 11 1/4"1.9E Microllam®LVL -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 7256 -5245 7481 Passed(70%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 13907 13907 16137 Passed(86%) MID Span 1 under Floor loading Live Load Defl(in) 0.175 0.256 Passed(U527) MID Span 1 under Floor loading Total Load Deft(in) 0.229 0.383 Passed(U401) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'8'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by!Level®. ilevelO warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLeveO technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel®Custom product listed above. -Note:See iLevel&Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Mannarino Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com Copyright O 2007 by 1Levels, Federal Way, WA. nicrollam9 is a registered trademark of iLevels. C•\Program Files\Trus Joist\TJ-Beam\Beams 2008\mannarino-bsmt-lay.sms ■ Basement Door Hdr. TJ-Bearr�6.30'SenalNumber.�002002450 3 Pcs of 1 3/4" x 9 1/4" 1.9E Microllam® LVL User..2 4/1200812.11:41 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Verswn:6.30.ta CONTROLS FOR THE APPLICATION AND LOADS LISTED a; .a c GIG..--� Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:17' Primary Load Group-Residential Living Areas(psf):40.0 Live at 100%duration,10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 2090 1026 5'5" - bedroom hdr. Pomt(lbs) Floor(1.00) 3443 1396 3'6" - dinette hdr. Uniform(pif) Floor(1.00) 176.7 88.3 3'6"To 5'S" Adds To Uniform(plf) Snow(1.15) 540.0 254.6 3'6"To 5'S" Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.74" 4520/1590/0/6110 L1 1 Ply 1 314"x 9 1/4"1.9E Microllam®LVL 2 Stud wall 3.50" 4.25" 6806/2682/0/9488 L1 1 Ply 1 3/4"x 9 1/4"1.9E Microllam@ LVL -Bearing length requirement exceeds input at support(s)2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) -9344 -7850 9227 Passed(85%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 15091 14042 16806 Passed(84%) MID Span 1 under Floor loading Live Load Dell(in) 0.129 0.206 Passed(U573) MID Span 1 under Snow loading Total Load Defl(in) 0.178 0.308 Passed(U415) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 6'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability, ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@, iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel@ Custom product listed above. -Note:See(Level@ Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Mannarino Builders,Inc. Gianna Bradford Home Designing Service,Ltd. 25 Meadow Rd. Windsor,CT 06095 Phone (860)724-5522 gianna@homedesigningservice.com CDP•-::ght o :007 by iLevel®, Federal Way, WA. Mi:rol:a.� :s a registered trademark of Aevele. C..Program Files\Trus Joist\TJ-Beam\Beams 2008\mannar ino-bamt-door hdr.sms CREScheck Software Version 4.0.1 NJ( Compliance Certificate Project Title: 9541-CL-L Report Date:04/10/08 Data filename:C:\My Files\HDS Files\REScheck\Checks\9541-CL-L Mannarino-opt.rck Energy Code: 2003 IECC Location: South Windsor,Connecticut Construction Type: Single Family Glazing Area Percentage: 19% Heating Degree Days: 6155 Construction Site: Owner/Agent: Designer/Contractor: Lot#17 Comer Dr. Robert Mannarino Shane Cochran South Windsor,CT 06074 Mannarino Builders Inc. Home Designing Service 400 Chapel Rd.Unit F 25 Meadow Rd. South Windsor,CT 06074 Windsor,CT 06095 860.289.7055 860.724.5522 shane 0 homedesigningse rvice.com Compliance: r . • .. Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter LI-Factor Ceiling 1:Flat Ceiling or Scissor Truss: 257 30.0 0.0 9 Ceiling 2:Flat Ceiling or Scissor Truss: 3095 38.0 0.0 93 Ceiling 3:Cathedral Ceiling(no attic): 70 30.0 0.0 2 Skylight:FS104:Other: 17 0.480 8 Wall 1:Wood Frame,16"o.c.: 1172 19.0 0.0 70 Wall 2:Wood Frame,16"o.c.: 2730 19.0 0.0 164 Wall 3:Wood Frame,16"o.c.: 2371 19.0 0.0 69 Window:604-3:Other: 24 0.350 8 Window:2032:Other: 22 0.350 8 Window:2952E:Other: 50 0.350 17 Window:3052:Other: 103 0.350 36 Window:2952E-2:Other: 253 0.350 89 Window:2952E-3:Other: 189 0.350 66 Window:2952E-4:Other: 66 0.350 23 Window:DTR3016:Other: 30 0.350 11 Window:ET6J:Other: 9 0.310 3 Window:EHR6475J:Other: 34 0.310 10 Window:30 ANGLE BAY:Other: 30 0.350 11 Window:5068 FD:Other: 136 0.350 47 Window:6068 FD:Other. 41 0.350 14 Window:9068 FD:Other. 61 0.350 21 Window:12"TRANSOM 1:Other: 6 0.310 2 Window:12"TRANSOM 2:Other: 17 0.310 5 Window:12"TRANSOM 3:Other: 17 0.310 5 Window:12"TRANSOM 4:Other: 12 0.310 4 Window:16"TRANSOM 1:Other: 8 0.310 2 Window:16"TRANSOM 2:Other: 8 0.310 2 Window:16"TRANSOM 3:Other: 23 0.310 7 Window: 16"TRANSOM 4:Other: 13 0.310 4 Window:12"Side Lite:Other: 13 0.350 5 Window:14"Side Lite:Other: 16 0.350 5 9541-CL-L Page 1 of 7 Door:3-0X6-8:Solid: 20 0.250 5 Door:2-84-8:Solid: 18 0.250 4 Basement Wall 1:Solid Concrete or Masonry: 1391 13.0 0.0 103 Wall height:11.0' Depth below grade:10.0' Insulation depth:4.0' Floor 2:All-Wood Joist/Truss,Over Unconditioned Space: 276 19.0 0.0 13 Floor 3:All-Wood Joist/Truss,Over Unconditioned Space: 816 19.0 0.0 38 Furnace 1:Forced Hot Air:80 AFUE Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 4.0.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date 9541-CL-L Page 2 of 7 REScheck Software Version 4.0.1 Inspection Checklist Date:04/10/08 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments:First Floor ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments:Second Floor ❑ Ceiling 3:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments:Sloped Ceilings Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments:Basement ❑ Wall 2:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments:First Floor ❑ Wall 3:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments:Second Floor Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,11.0'ht/10.0'bg/4.0'insul,R-13.0 cavity insulation Comments: Windows: ❑ Window:604-3:Other,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:2032:Other,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:2952E:Other,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:3052:Other,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:2952E-2:Other,U-factor.0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:2952E-3:Other,U-factor.0.350 9541-CL-L Page 3 of 7 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:2952E-4:Other,U-factor:0.350 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ Window:DTR3016:Other,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:ET6J:Other,U-factor:0.310 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ Window:EHR6475J:Other,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:30 ANGLE BAY:Other,U-factor:0.350 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ Window:5068 FD:Other,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:6068 FD:Other,U-factor:0.350 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ Window:9068 FD:Other,U-factor:0.350 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ Window:12"TRANSOM 1:Other,U-factor 0.310 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ Window:12"TRANSOM 2:Other,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:12"TRANSOM 3:Other,U-factor.0.310 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ Window:12'TRANSOM 4:Other,U-factor:0.310 9541-CL-L Page 4 of 7 I For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?_Yes No Comments: ❑ Window:16"TRANSOM 1:Other,U-factor.0.310 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break?_Yes No Comments: ❑ Window:16"TRANSOM 2:Other,U-factor.0.310 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break?_Yes No Comments: ❑ Window:16"TRANSOM 3:Other,U-factor.0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:16"TRANSOM 4:Other,U-factor:0.310 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ Window:12"Side Lite:Other,U-factor:0.350 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ Window:14"Side Lite:Other,U-factor:0.350 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: Skylights: ❑ Skylight:FS104:Other,U-factor:0.480 Vanes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door:3-OX6-8:Solid,U-factor:0.250 Comments: ❑ Door:2-8x6-8:Solid,U-factor:0.250 Comments: Floors: ❑ Floor 2:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments:First Floor ❑ Floor 3:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments:Second Floor Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:80 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. 9541-CL-L Page 5 of 7 i l] Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5'clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Skylights: ❑ Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19. Vapor Retarder: Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: 0 Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. L] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Ei Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: El Supply ducts in unconditioned attics or outside the building are insulated to R-8. ❑ Return ducts in unconditioned attics or outside the building are insulated to R-4. ❑ Supply ducts in unconditioned spaces are insulated to R-8. l] Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Where exterior walls are used as plenums,the wall is insulated to R-8. Duct Construction: l] Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened. ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric, or tapes.Tapes and mastics are rated UL 181 A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). The HVAC system provides a means for balancing air and water systems. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Service Water Heating: Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: ❑ Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depietable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. 9541-CL-L Page 6 of 7 - Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2.Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 106-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems stems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) 9541-CL-L Page 7 of 7 0/009 III SITE COMPLIANCE CHECKLIST RECEIVED V' TOWN OF SOUTH WIN DSOR,CONNECTICUT 1 ***** BUILDING PERMIT***** 1 4 2� APR �08 ADDRESS LOT/UNIT# Reviewed by 0 (En IOR PLANNiN6 DEFT. CONTACT/DEI/ Date Revi ewed _ ed/Denied PH# Reviewed by (Planning) Date Submitted Date Review '1 l` I In accordance with the Zoning and/or Subdivision Regulations,prior to the building of any structure 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 I"=40'scale a. Subdivision reference,abutting properties,etc- b. Easements of record C. Lot description,bearings,building lines, / distances,area,etc. •/ d. Contours,existing&proposed, 1 Or 2ft interval where appropriate —� e. Building location with dimensions. Elevations of Proposed finish floor,garage floor&centedine / of road at driveway ✓ f. Elevations of gravity drainage systems,sanitary &foundation drain at the house and the street g. Tentative utility location(gas,water,electric, septic system,etc. h. Title block with name&address of preparer, date,appropriate certification,live seal&five signature consistent with the Board of Registration requirements.(P.E.&LS.) S. Sedimentation and erosion control 6. Special Planning&Zoning,Inland/Wetlands considerations(Plans on file w/Town Clerk) COMMENTS: ciC n s/engineering/molloy/building compliance ehecdist I M�N APPLICATION FOR BUILDING PERMIT Electric# Plumbing# 161 Cornerstone Drive Date: �C,C HVAC # 9 Sprinkler# -------- 800504------ FINALAP ------] Estimated Cost $_ �0��?� Building - — - ----- - - -i Permit Fee $ `1) Engineering COMPLETE RED BOXED AREAS Occupancy Fee $ < Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $ APP . for CO. ► SIGN ON REVERSE SIDE -- -- - - -- -- - Total Fee TO THE BUI ING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant C-A T 0 Location of Work &r vier 5--no- 1'r i v Q.- _Lot No._LZ Applicant's Address—SO CT— Tel.# 26o-0,1-c(N3 Town S o,.-t-L\"V\(AA,.,. 1 c_ Ili Zip O 6-tom► Lic.# S5 7 3 k6 Owner Architect Owner's Address Ltoo 0- �21� 2cc, nit 3-!Architect's Address V­ v��s�� T.; Zip 06c?`'I Zip- Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit �S e r e City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO SP Cert. Area Basement Garage Approved by Date r 1-17-OYUse GrouFU&-, Construction Type Revised 8102 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 pr per istance from all street lines,side yard lines,and required distances from all other zones and is locatedZtbg an use is alL4wed. SigneI hereby apply for a Certificate ow d M peu L Signe DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Electric# APPLICATION FOR BUILDING PERMIT Plumbing# HVAC # 161 Cornerstone Drive Date: �}') I — Sprinkler# g p FINAL V - -- Estimated Cost $ V F000- SIGN PLETE RED BOXED AREAS Permit Fee $ Building _Engineering j Occupancy Fee $ / $� g TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit ON REVERSE SIDE Appr. for CO -UTotal Fee $ TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant MCI h he,J i h�, -a,.)Ck rSi Z,1 c. Location of Work sMti a Dki i3 ra Lot No.�_ Applicant's Address 40n C"pQSL`RA Qtt -. 3- F Tel.# Town S 4A- l.J tiJ_s-r �'i- Zip oZ,s0 70- Lic.# 61,04 8' Owner Ty/,"l As- (_1ikV"__ Architect 11v44,W Owner's Address Architect's Address)S' h'I LY Zip — CiPjZk9c12 Zip 0605 Sq. Ft. New Area: 1st FI. J 4 7 K 2nd FI. E 5 f- 3rd A. - — Total New Area S-3 S 6 -F Purpose of this permit Wew )qv 41 City Watep-� W Septic Systemo Sewero Ins: HO SP Cert. Area BasemenL Garage Approved by Date.__Z&r Use Grou Construction Type Revised 6102 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 wPich this building and its u is Ilowed.,_ Signed I hereby apply for a Certificate o/Occu ancy for the work descri i this application for the permit. ,,7 61 Signed Ak-= DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS 0 S � r � -z14.5 mm � NN bON M,rC m.- co cii it ` 4 l D cn� H 1Z cn CD u 4cIE•• me �/. 8 9 �►O.c `� Lr o m m;u cn z OD 4-c+2` �11 CD N. OD w �T4rt� 5�1�- f1, ru N , r-. G. 00 264•� 2• CT) •a 5 4 m _4'-0 d ¢rit' -:��KK=aax a��;R�wctb CBw� 'T'u, ,r�t,c�.t Sb�1► rU r)n1 ro i � i c��� ��� I „ no ,IJ '�•-J . ,i'a,�l�- �� ,, -' �1,.-�.� .] J J R,� —"r' 1 --{i r'-�'� .J�'T �, ,,I 1�, ✓ ''-_�L-- ��'�„_ — , -Jo i - - - - - - - - - - - - - - - - - bl - - - - - - - - - - - - - - - - - - - - " " = ��' - - - , r V JGdo _ - ��,� �`� M r r r r•r r r r r D` ao do op 1�: r; �p ;. R.. `T' 1• �. +R}e —'h�h^4-�9.'��C�• 9�f` ���•'•. ��� y^ �;'.- oisoo8 STORM MH #1 \ \ TF=265.8 \ ,, NO TES - 1. AREA OF LOT 17 = 84,184 SQ.FT. = 1.933 ACRES. 2. ZONE OF SUBJECT PARCEL IS RR". LOT IS WITHIN A SUBDIVISION DEVELOPED AS T \`\ N AN "OPEN SPACE SUBDIVISION". 5 68 b9`15" E f MINIMUM YARD REQUIREMENTS.253.'¢0' \ FRONT = 50 FEET ( SIDE = 10 FEET 1 ` REAR = 50 FEET T \ I \ IN IN J. BOUNDARY INFORMATION TAKEN FROM PLANS ENTITLED - zIN I "CUTLER RIDGE II OPEN SPACE SUBDIVISION - RR ZONE PREPARED FOR MANNARINO BUILDERS, IN INC., SUBDIVISION PLAN, 940 AVERY STREET, SOUTH WINDSOR, CONNEC77CUT, SHEET 11,12 do 13, FT.`` SCALE: 1 IN.=40 , DATE. OCTOBER 16, 1998, REVISION DATES TO 7-29-99, ALFOP0 ASSOCIATES, INC., CIVIL ENG j INEERS WINDSOR, CONNEC77CUT". D7 f C1i Iv ', � fr' ; ', 4. APPLICANT MAP PREPARED BY- MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC. V \ 40 MANNARINO. PIGEON HILL ROAD 0 CHAPEL ROAD, SU17E 3-F P.O. BOX484 10' WIDE GRAVEL ACCESS ROAD m \ 1 ` SOUTH WINDSOR, CONNEC77CUT 06074 WNDSOR, CONNEC77CUT 06095 TEL. 1 (860) 289-7055 TEL. IA (860) 688-7288 IN IN \� ; 5. ELEVA77ONS ARE BASED ON M.D.C. DATUM. \ 6. NO ZONING VIOLATIONS WITH RESPECT TO LOCA77ON OF HOUSE AND PO0L, IF ERECTED AS SHOWN. ' - 50' REAR YARD ` ` IN INZ CONTRACTOR SHALL VERIFY LOCATION AND ELEVA77ON OF EXIS77NG U77LI77ES. PRIOR TO ESTABLISHING FINAL GRADE OF PROPOSED F0077NGS AND FOUNDA770N. CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL MEASURES FOR,STOCKPILED MATERIAL AND AT TOPS OF SLOPES DURING FOUNDA77ON EXCAVATION. IRA FABRIC t 1 \ SILT FENCE AND/OR TEMPORARY VEGETA77ON IF PILES ARE-TO REMAIN IN PLACE FOR EXTENDED PERIODS OF 71ME. \�� ( 260.0 \ 268.5IN CD 8. DURING CONSTRUCTION, MIRAF7 FABRIC CHECK DAMS ALONG SWALES MAY BE REQUIRED BY TOWN STAFF• 2�O + o f\j \` 9. LEGEND - - '273.o w I / \ ; ` MTH TELEPHONE NAND HOLE EXIS77NG CONTOUR WATER GATF IN cn N \ x 3f0.0 EXIS77NG SPOT GRADE Gv CJ' m 260.0 0 \ N GAS GA7F CD \ \ �3f0 PROPOSED CONTOUR IN IN PLAY FIELD c n { PROPOSED SPOT GRADE 3f0.0 Co \ GRADE TO DRAIN ( SURFACE WATER IS TO BE DIRECTED AWAY FROM THE HOUSE AND GARAGE \ v \ PROPOSED WATER SERVICE FD PROPOSED 610 F0077NG DRAIN LINE \\s T- PROPOSED TELEPHONE SERVICE TO CONNECT TO EXIST. IN STREET l \ \ ` E PROPOSED ELECTRIC SERVICE TO CONNECT TO EXIST. IN STREET ! PROPOSED E CLEA ; 8 N s �� - - -- S -_._PROPOSED 610 SANITARY SEWER LATERAL t EDG 'OF RING •A - - - ry,- `_ - -~1� - _- _. __ _ - - --- - - - ---- - - + l�/Raft F_dRR1Q FE�/�E=_T !'.P! l y -- A-9__-.�4Z'€D ?R!OR TO 4N.�. COlJSTR�IGTI[M! dN.� -- - - - - _ _-- - - l"`` OPEN SPACE DEEDED TO THE SHALL REMAIN IN PLACE UN71L DISTURB - - - - - - \ \ ` ED AREA IS STABILIZED - ` -- OP +279.8 + -_� ` 1 TOWN OF SOUTH WINDSOR 10. PROPOSED HOUSE - \ \ , IN , PROPOSED GARGE FLOOR 274.0 PROPOSED TOPA E S OF FOUNDATION = 275.0 ` 279.2`. ` .- O 1` PROPOSED FINISHED FLOOR = 276.0 \ \ WALKOUT BASEMENT FLOOR = 264.3 \ t, TOP OF FOUNDA7ION TO BE A MINIMUM OF EIGHT (8) INCHES ABOVE THE FINAL EXTERIOR GRADE. / 1 USE GARAGE FLOOR ELEVA77ON TO SET GRADE OF THE HOUSE. ADJU ST OTHER FLOOR ELEVA77ONS BASED AN THE ARCH17ECTURAL PLANS (J N� ,t �J 13• N6, N 11. PRIOR TO STAR77NG CONSTRUC770N, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL EXISTING HOUSE I O ) I 2) o ; REQUIRED PERY17S AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUC770N OR FABRICATION SHALL BEGIN '`, 2. ate, - - UN77L THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND 07HER DOCUMENTS BY \ �. '' \ ALL OF THE PERMIT77NG AUTHORI77ES ; 2815 �. 287.0 + { , \�s SEE POOL`,PLANS ', 00 �..\ FOR'DETAILS AND DIMENSIONS ko i POOL, AREA TO BE FENCED SEEDING SCHEDULE CONSTRUCTION ENTRANCE PAD- 'e4.s 2� \ o �?� �s (BY OTHEk,3) NOT To SCALE + � r\\10PER TOWN AND STATE CODES cr, CO o� ' O, ��P� �'o�" �� I ALL DSTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH CORNERSTONE DRIVE -- / Mq \ EzO � .4' MINIMUM OF TOPSOIL SEED AS INDICATED BELOW. CONDITION SOIL 0 0_ -- 4' WITH FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST. i - 1 60 O \\�-�,Q� \,g - � ate. � .� � r r '', r 000ao �` % o 0 0 0 0 cf� 6� N�.�� O ` 1 ', `, ; '` PERMANENT VEGETATIVE COVER: SEEDING DATES: APRIL 1 TO JUNE 15 do SEPTEMBER 1 TO 06TOSER 15 - 273.5 Q q�,y T �G �h W L6 l sr <�L 60 f\ `` OR AT OTHER TIMES, WEATHER PERMITTING o 0 0 0 0 0 �� o. < ; N C. O 4by �9� s \, 4��`, �'� ! LAWN AREAS: o 0 0 0 0 Ti 2 F , to O -0 02 t USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER: o 0 0 0 0 ' _ c' KENTUCKY BLUEGRASS 45% / ------- 28O_- --- ` (��+j �o ��� <\\am y0 ` \� O` a6 \ CREEPING RED FESCUE 45% o 0 0 0 0 PERENNIAL RYEGRASS 10% 0 0 0 0 0 w I APPLY 1=3 LBS./1000 S.F. -TM -� m O 2�,y< j G�� \ \ �`6,� �, acr FD FL= 254.0 t 278.83 279. 6' 00� RODENT SCREEN TO BE` ' o 0 0 0 0 y2 r \ �J INSTALLED AT ; ; ; TEMPORARY VEGETATIVE COVER: PLAN 4" MINIMUM CONN. \N�\N \ FOOTING DRItIN OUTLET SEEDING DATES: MARCH 1 TO JUNE 15 do AUGUST 1 TO OCTOBER 15 DOT 2" STONE N QRP j i , OR AT OTHER TIMES, WEATHER PERMITTING a /lr N FILTER FABRIC + TH O FpO�� 1 ; USE THE FOLLOWING SEED OR EQUAL AS APPROVED BY DESIGN 278.19 .9 1 / i ; ENGINEER - WIDTH". 10' MIN. 278.06ANNUAL YEGASS m 278 1 1 I APPLY 1 RB./1000 S.F. 100% SECTION 2�8 '` �� 91.6 i NOTES 1. THE PURPOSE OF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE THE IMENT ONTO EXISTING TRACKING Z BEFORE CONSTRUCTION ENTRANEINS A PAVEMENT.INSTALLATION, AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER CB #26 Q p �6 \ 1' ; ; UNDESIRABLE MATERIAL TF=277.45 o 1,, ;t 1, 3. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL ; i 1 PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO EXISTING PAVEMENT. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR T CONSERVA TI ON I ADDITIONAL LENGTH AS CONDITIONS REQUIRE. EASEMEAIT -- - - - - - INSTALL CONSTRUCTION ENTRANCE PAD 00 PRIOR TO ANY CONSTRUCTION 1 \ IN \ CB #26A \\ �, TF=277.2 ` I 6' 1 ^ \\ N 6140'44" W CORNERSTONE DRIVE r�>> 24.40' I ; GRAPHIC SCALE R=55.00' L=�7.65' �� I ; oIN/ 20 0 10 20 40 S0 D=5Z51 36" j i cv 1 Q i SANITARY SEWEW LATERAL ; I Q FL= ,2620 N, .co I �1 I i l ( IN FEET ) ' ' ! = SANITARY SEWER!L A 7ERAL I inch 20 ft;FROM � ; ; 28 HOUSE TO MAIN LINE i ---------------- N 12.4879 16 E 72'-j 670 ® 2.19;(2 09 MINIMUM) �. (ALONG LOT I ; I ,;1 THE LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE AND ALL - 1000 (ALONG ES I r• 1 \� U77LI77ES MAY NOT BE SHOWN. PRIOR TO CONS7RUC770N, CONTRACTOR SHALL �� I �� S s'� I; ;' ; i CALL 1-800-922-4455 AND HAVE U77LI77ES MARKED ON THE GROUND. 186. 44 E �' J jL � 2.57'; 09 8 I j SAN.MIi 12 _ _ I ;29. ,_. ��;\. N 614 / U y TF=277,95 10' I� -j I I 44� W TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS j iANITP`�' 2i7.as+ ; 10, SANITARY SEyyER _ \32,81' MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. r ' ! 270. / I ` SAN.MH 13 --_._ __ i L.S. NO. 9344 11 278.03+ , C;f �2 8.83' r TF=272.5 26�+.24 V�D�t,NCaVNE ENGINEERS 10' WIDE ACCESS ROAD WILSON M. ALFORD,JR.,P.E.&L.S. 860-688-7288 20'x20" CRUSHED STONE AREA -( (� j ; , TF=246.0f DATE REVISION / FOR PARKING i SCALE: 1 IN: - 20 FT. DATE: MARCH 25, 2008 r i 1 4' WIDE CONCRETE WAL/C N '� P CONIy 8 0' / G` 273.1 N ; ' _ �,A �i 0 p 00mv, �.. c6#24 / 1�1 ----250 -- 0�9'0��iN �% � o ...LF � PREPARED FOR ! SANITARY SEWER O 1 . I A �p�• �4 ,.� A o ..�Q .• >a �� ma �� 7F=27s.1 j ° `,�- MANNARINO BUILDERS INC. EASEMENT TO THE ♦ P R 10' WIDE C.L.&-P CO. EASEMENT ; TOWN OF SOU7N WINbSOR +g���oa fD' ♦OIq Jr, . �N �� 77�_ % AND STREET TREE EASEMENT ; ; ALONG LOT 17• THIS SURVEY AND MAP, HAS BEEN PREPARED IN ACCORDANCE W77f SECTIONS : �V ? 3 �`L = ' j 20-300b-1 THROUGH 20-300b-20 OF THE REGULATIONS OF COVNEC77CUT '' 3 i' wt�• I �*-4 _ __ _ _ 2s7.1 N s14o44" :* ��- ° .*i 4 IMPROVEMENT LOCATION SURVEY '� W STATE AGENCIES- MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE No. 9344 • Na 9344 • 16 STATE' OF CONNECT7CU7"' AS ENDORSED BY THE CONNEC77CUT AS'SOCIAT70N � � ♦� � = � ♦♦` OF LAND SURVEYORS INC.. IT IS A LIMITED PROPERTY BOUNDAR: SURVEYa. '���0♦ �• - �ICENS���'' � ♦♦ e / •z• of ceNs�. \a •.. .........�y�,o CUTLER RIDGE lI , �� BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY •'�.;�s/oyaL . ��dd►' '�•.�D�`UR I►�,►d► CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCI.77ON SURVEY. •��..,uu► LOT 17 - i / NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 61 CORNERSTONE DRIVE SOUTH WINDSOR, CONNECTICUT P: M98069 D: M99156-17 FOLDER: MANNARINO FILE: MANNARINO-CUTLER 11 STORM MH #1 TF=265.8 �\ NO TES - 0 D 1. AREA OF LOT 17 = 84,184 SQ.FT• = 1.933 ACRES 2. ZONE OF SUBJECT PARCEL IS "RR". LOT IS WITHIN A SUBDIVISION DEVELOPED AS r� » i AN OPEN SPACE SUBDIVISION"' S 68 0, 15 E + N MINIMUM YARD REQUIREMENTS.• 0' WO FRONT--` 1 � ; 50 FEET ' ` I SIDE' - 10 FEET 1 REAR 50 FEET I J. BOUNDARY INFORMATION TAKEN FROM PLANS EN777LED - "CUTLER RIDGE lI OPEN SPACE SUBDIVISION - RR ZONE PREPARED FOR MANNARINO BUILDERS, ' INC., SUBDIVISION PLAN, 940 AVERY STREET, SOUTH IONDSOR, CONNECTICUT, SHEET 11,12 & 13, Z I SCALE. 1 IN.=40 FT., DATE OCTOBER 16, i998, REVISION DALES TO 7-29-99, ALFORD ASSOCIATES, y 1 I 1 INC., CIVIL ENGINEERS, W NDSOR, CONNECTICUT-. ' of tv 1 ,7 i �, 1 4. APPLICANT- 00 v T MAP PREPARED BY ` r MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC. N3('•A ; % ROBERT MANNARINO 200 PIGEON HILL ROAD 400 CHAPEL ROAD, SU17F 3-F P.O. BOX 484 10' W]DE GRAVEL ACCESS ROAD ' SOUTH WINDSOR, CONNEC77CUT 06074 WTNDSOR, CONNECTICUT 06095 ,,� TEL. 1 (860) 289-7055 TFL. # (860) 688-7288 IN 5. ELEVATIONS ARE BASED ON M.D.C. DATUM. 50' REAR YARD 6. NO ZONING VIOLATIONS WTH RESPECT TO LOCATION OF HOUSE AND POOL, IF ERECTED AS SHOWN. ' - Z CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO ESTABLISHING FINAL I GRADE OF PROPOSED FOOTINGS AND FOUNDATION. CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL MEASURES FOR STOCKPILED MA7ERIAL AND AT TOPS OF SLOPES DURING FOUNDATION EXCAVA770N. MIRAFI FABRIC 260.0 E. �I 1 \ SILT FENCE AND/OR TEMPORARY VEGETA77ON IF PILES ARE TO REMAIN IN PLACE FOR EXTENDED PERIODS OF TIM 26s 5 N� C + ' O ` 8. DURING CONSTRUCTION, MIRAF7 FABRIC CHECK DAMS ALONG SWALES MAYBE REQUIRED BY TOWN STAFF. + f�j \ 9. LEGEND - 2� 273.0 TH 111 ` TELEPHONE HAND HOLE WV q O ; 310 EXISTING CONTOUR WA TER GA7F Gv cn 260.0 ; o x 310.0 EXIS77NG SPOT GRADE GAS GATE 1 O PROPOSED CONTOUR PLAY FIELD IN 1 A 310.0 PROPOSED SPOT GRADE GRADE TO DRAIN SURFACE WATER IS TO BE DIRECTED AWAY FROM THE HOUSE AND GARAGE N Ul , ro ', , `1 Nl py PROPOSED WA TER SERVICE w �260.0 + FD PROPOSED 6"0 FOOTING DRAIN LINE X ' + T PROPOSED TELEPHONE SERVICE TO CONNECT TO EXIST. IN STREET rn r' E PROPOSED ELECTRIC SERVICE TO CONNECT TO EXIST. IN STREET I O PROPOSED -� 1 EDGE OF CLEARING S PROPOSED 6"0 SANITARY SEWER LATERAL o ��r r�n T 018 \ OPEN SPACE „E» PR , COPJSTRUC:,ON r,n' ^' - - M/RAFr FABRIC FENCE - TO BE PLA C ANY ^••• OPEN SPACE DEEDED TO THE SHALL REMAIN IN PLACE UN77L DISTURBED AREA IS STABILIZED +27ss + \ �• ` ry TOWN OF SOUTH WINDSOR o• �'p 10. PROPOSED HOUSE - PROPOSED GARAGE FLOOR = 274.0 N� V PROPOSED TOP OF FOUNDATION = 2 75.0 PROPOSED FINISHED FLOOR = 276.0 o IN 279.2', '1 WALKOUT BASEMENT FLOOR = 264.3 IN % '1 TOP OF FOUNDA7ON TO BE A MINIMUM OF EIGHT (8) INCHES ABOVE THE FINAL EXTERIOR GRADE USE GARAGE FLOOR ELEVATION TO SET GRADE OF THE HOUSE. ADJUST 07HER FLOOR O tea, ELEVATIONS BASED ON THE ARCH17FC7URAL PLANS. N I N N O . s� , 11. PRIOR TO STAR77NG CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL USE 0 7`3 REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN EXISTING HO ` Q O ; ,', UNTIL THE CONTRACTOR HAS RECEIVED AND 7740ROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS BY 2�2 O ON '• ; 1 I ALL OF THE PERMIT77NG AU7HOR177ES. Na, � I o 1 ".2.5 IN , \ , 287.0 +\ v 1 , `s SEE POOL`,PLANS i l .�� FOR DETAILS AND DIMENSIONS , a R oINPOOL AREA TO BE FENCED SEEDING SCHEDULE - CONSTRUCTION ENTRANCE PAD- 284.9 2� o ZIP\ is (BY OTHEP$) W 1 I i NOT TO SCALE + �' � a�O PER TOWN ;AND STATE CODES CORNERSTONE DRIVE \ o, �P , ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH ------- �F' �6 �G`C) v 4" MINIMUM OF TOPSOIL. SEED AS INDICATED BELOW. CONDITION SOIL o 0 0 0 0 _ "-- - 4� �T`� WITH FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST. kh PERMANENT VEGETATIVE COVER: o 0 0 0 o cZ 62 N�C\ do O I SEEDING DATES: APRIL 1 TO JUNE 15 SEPTEMBER 1 TO OCTOBER 15 y -'' _ `�• 2�6 273.5 a� � y �� Dr �•p 260� '•k' pp 60 f ''� OR AT OTHER TIMES, WEATHER PERMITTING o 0 0 0 o N 0 4py �O 7� \ i LAWN AREAS: 0 0 0 0 0 •� 2 <\\ F� Fo o � p2 USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER: o 0 0 0 0 _ �7 KENTUCKY BLUEGRASS 45% 0 0 0 0 0 CREEPING RED FESCUE 45% / ` PERENNIAL RYEGRASS 10% 0 0 0 0 0 C SQ - --- -- APPLY 1-3 LBS./1000 S.F. 71i Zif < �-6,•,- �� c'6�T Q rn� FD FL= A4.0 278.83 P79, 2 m \ c? 6<oo NIN �` RODENT SCVEEN TO BE o 0 0 0 0 INSTALLED AT TEMPORARY VEGETATIVE COVER: PLAN 4" MINIMUM CONN. `xA FOOTING DRAIN OUTLET ; SEEDING DATES: MARCH 1 TO JUNE 15 & AUGUST 1 TO OCTOBER 15 DOT 2" STONE % c'6+ N G ORP OR AT OTHER TIMES, WEATHER PERMITTING FILTER FABRIC + TH 2 a+ N O O��N� USE THE FOLLOWING SEED OR EQUAL AS APPROVED BY DESIGN 278.06 278.19 1j O FO _ WIDTHm 10' MIN. / / i ENGINANNUAL RYEGRASS 100% 91.6' 1 I APPLY 1 LB./1000 S.F. SECTION NOTES: 5 9 A-- ; I 1. THE PURPOSE OF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE \ 9 a I THE TRACKING OR FLOWAGE OR SEDIMENT ONTO EXISTING PAVEMENT. 2. BEFORE CONSTRUCTION ENTRANCE INSTALLATION, THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER CB #26 UNDESIRABLE MATERIAL TF=277.45 o- I 3. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF ONTO EXISTING PAVEMENT, V �� / I THIS WILL REQUIRE PERIODIC TOP DRESSINGNWITH ADDITIONAL STONE OR O� q�" / I - CONSERVATION j ADDITIONAL LENGTH AS CONDITIONS REQUIRE. N ' / EASEMENT ; INSTALL CONSTRUC77ON ENTRANCE PAD PRIOR TO ANY CONSTRUC77ONIN CS #26A TF=277.2 \ i �6, l ; ; a/,C O� ' 1 . CORNERS TONE DRI VE 24.40�44 w l '; ' GRAPHIC SCALE R-95.00' L=�7.65' 1 �F,�J i o / ; 1 20 0 10 20 40 80 D=5,'7 51 36" i i N i SANITARY SEWER.LATERAL j l , O I FL= 262.0 1 ( IN FEET ) SANITARY SEWER LATERAL FROM , i inch = 20 ft. N 28'19'16" HOUSE PTO MAIN LINE `---------___ AL ON LOT i 72- 6 0 ® 2.19 (209 MINIMUM) / j THE LOCATIONS OF UNDERGROUND U77LITIES ARE APPROXIMATE AND ALL 00 (gLONG , I l U77LI77ES MAY NOT BE SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL - _Esu ) I S _� / { �� CALL 1-800-922-4455 AND HAVE UTILITIES MARKED ON THE GROUND. +- 6140¢¢" E 1'i L 42.57 I _ 188.29'- C) y SAN.MH 12 - w N 10 O�'¢¢I W o TF=277.95 ' _;- 61¢ -_ �1 TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS -r s� r 27789+ I _ /// /� �� MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 10' SANITARY SEyyER _ ✓'2.81' 1017 r 78.5 SAN.MH 13 270:q L.S. NO. 9344 _. ----- I I 278.03+ 2 8.83 I TF=272.5 2ss.24 ,_ CIVIL ENGINEERS -� l WrtVDSOR,CONNECTICIJr N WILSON M. ALFORD,JR.,P.E.B L.S. / 10' WIDE ACCESS ROAD I ' 860-688-7288 SAN.MH 14 ; I 20'x20" CRUSHED STONE AREA TF=246.0t DATE REVISION SCALE: 1 IN. = 20 FT. DATE: MARCH 25, 2008 (� � ;1 � � FOR PARKING \ 4 WIDE 2 8 0 CONCRETE WALK 273.1 r N I +++ F OONIy '•'•• ++��.Op'CONN�:.. CB 24 .+ o�"•,,,'ry�,•1, 0� •'••"' ���• PREPARED FOR # SANITARY SEWER I ---- 250 -- o`ce .••••.AL. /•••. 10 S If+ A ••• TF=27.1.1 EASEMENT TO THE O .++�CP,�• M. FeL O A'. ••. ;Al o �" "� ry 4 o Iv 1 / 10' WIDE C.L.& P. Co. EASEMENT TOWN.OF SOUTH WTNDSOR IOct?1 co ° ; = C • � MANNARINO BUILDERS INC. / AND STREET TREE EASEMENT ALONG LOT THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SEC77ONS " r C - ' ' I 17 20-300b-1 THROUGH 2O-300b-20 OF THE REGULA770NS OF CONNEC7ICUT ;*% , :* 3 �• 267.1 I N 6140¢¢ N, STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE i No. 9344 IMPROVEMENT LOCATION SURVEY ,6 oJ� I 188,13' STATE' OF CONNECTICUT" AS ENDORSED BY THE CONNEC77CUT ASSOCIATION No. 9344 = / OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY W,F.<I �Eo.•����p� �:�tq'�/ceNSE°•y;�o' CUTLER RIDGE 11 BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY �o�S.ceNs •�G 0 �'. o" v 0 CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOL,A77ON SURVEY. •••�nu+i� LOT 17 - ' NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 161 CORNERSTONE DRIVE SOUTH WINDSOR, CONNECTICUT P: M98009 D: M99156-17 FOLDER: MANNARINO FILE: MANNARINO-CUTLER 11 STORM MH #1 TF=265.8 NOTES - 1. AREA OF LOT 17 = 84,184 SQ.FT. = 1.933 ACRES 2. ZONE OF SUBJECT PARCEL IS "RR". LOT IS WITHIN A SUBDIVISION DEVELOPED AS aQ' S 68 09'15" E AN "OPEN SPACE SUBDIVISION".` MINIMUM YARD REQUIREMENTS: 253.40' 1 \ FRONT= 50 FEET _ SIDE = 10 FEET REAR 50 FEET ' 3 BOUNDARY INFORMA77ON TAKEN FROM PLANS EN777LED - "CUTLER RIDGE 11 OPEN SPACE SUBDIVISION - RR ZONE PREPARED FOR MANNARINO BUILDERS, Z I INC., SUBDIVISION PLAN, 940 AVERY STREET, SOUTH WINDSOR, CONNECIICUT, SHEET 11,12 ct 1% 3, SCAU:: 1 IN.=40 FT., DATE. OCTOBER 16, 1998, REVISION DATES TO 7-29-99, ALFORD ASSOCIATES, + INC., CIVIL ENGINEERS, WINDSOR, CONNEC77CUT". N NP �, 4. APPLICANT-�N� MAP PREPARED BY- MANNARINO BUILDERS, INC. ALFORD ASSOCIA7ES, INC. Iv(A v , % ROBERT MANNARINO 200 PIGEON HILL ROAD 400 CHAPEL ROAD, SU17E 3-F P.O. BOX 484 10' WIDE GRAVEL ACCESS ROAD ' - SOUTH WINDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095 m 7EL. ,f (860) 289-7055 7EL. r#` (860) 688-7288 5. ELEVi477ONS ARE BASED ON M.D.C. DA7UM. 50' REAR YARD 6. NO ZONING WOLA77ONS WI7H RESPECT TO LOCA77ON OF EXIS77NG FOUNDATION, AS SHOWN. - - - Z EXIS77NG HOUSE -GARAGE FLOOR ELEVATION = 274.80 �I F7NISHED FLOOR ELEVA71ON - 277.20 BASEMENT FLOOR ELEVA77ON = 265.2 (WALKOUT) 251.5 `+ 259.9 q 7 8. LEGEND 247.9 -310---- EXIS77NG CONTOUR x 310.0 EXIS77NG SPOT GRADE ' to m 2 N IV WA 7ER SERVICE 59.7 O ' FD F0077NG DRAIN LINE 266.4+ ; + \+ 251.6 11, \ 610 SANITARY SEWER LATERAL ''• cn \+ '1 0 �; GAS SERVICE 261.6 m ` V T,E.,TV- TELEPHONE, ELEC7RIC AND CABLE TV SERVICES 1 `+ + 2.44.6 N l M TH TELEPHONE HAND HOLE a O W/ O i WATER GATE' Gv 262.0 `�= \ ZE (>1 GAS GA7E u `. \ ; �� C) GM GAS ME7ER + 271.4' -I 2�2.5 OPEN SPACE B `., OPEN SPACE DEEDED TO THE �) EM ELECTRIC METER f. 266,1' `, NQ TOWN OF SOUTH WINDSOR LIGHT POLE -- 00 TRANS 7RANSFORMER % 242.6 1 0 TEL TELEPHONE HAND HOLE ' ?�? 262.6 '',t 251.8 ` O> + ❑TV CABLE TV BOX ' 272.50`\l ` \ \ FOOTING DRAIN H OUTLETS 249.6 ; EXISTING OUSE \ 1 4...260.2., �� t . 273.25 i 274.0 273.69273.93 ; r _ _ 274.1 ` \`� 262.6 259.5 I 273.57 + 242.4 BITUMINOUS CONCRETE ' DRIVEWAY `270.7 o% p,� ���� 263.8/ 259.3 + , t � 274.86 $� +� RETAINING WALL 27 , 00 6.0 275.25 97 I 60.7' 2.0'x11.5' �\ OVERHANG ' s 276.5 t � 275.00 •s. a '� , I ` + �59i1 ' 275.12 �s o ��� + + 262.5 ; i ----- 2sLj(�.__ ` 276.37 ti -92-����, ,�� r'6, 1 ? s <�� �s y •o � x1 + 241.9 ; TH + 279:9 276.29 o o `9 0, ; 27-K 275.10 a6+ JG� �° ' ry CONCRETE 4' WALK + 0 N5 cS j 277.66 ; ti .ti' I t 1 TH 274.9 m \277.27 ; ?s 1 i ; 2 ?'s \ ti. �. 91.2 IF ; ` .0, ?�(9 60 3 s NO 262.8 ; 275.09 275.15 s, •o. s ti 1 8 #26 2 274.8+ 4 ti s -- --- i > ' � TF=277.45 ) �j \ 1 275.06 s� o \ COVERED 275.20 Fy ?Sj + 264.4 , I r I ,v ! CONCRETE PORCH 6.5' + 242.7 CONCRETE WALK Q cs' ' s ,269.1 ; 275.16 ` �z 2� 7 J Rj tJ� 'T ,� + 263.4 `�\ C 2729 RETAINING' WALLS, +r/262.4 , "��o, CB #26A TF=277.06 r I I / ��� 275.09 -� COVERED �U� ; t' ` CONCRETE PORCH \\ J - 274.6 'CORNERSTONE DRI VE � , ; ; t ; , ; t ; , \ GRAPHIC SCALE R=95.00' �I 273.8 L=87.65' +1262.5 o 20 0 10 20 40 60 ' D=5251'36" i t a 1 ; TRANS ` '272.1 ' + C0l'JSERVA TIO' N ` \ O 277.5' ' ( IN FEET ) + ry -- _ , ; EASEMENT I SANITARY SEWER LATERAL Oo N FL= 262.0E 1 inch = 20 ft. / ry 287g 16 �n ; ; rn L 24.40' I',12.48' (qL0 E i: SANITARY SEWER LATERAL ;FROM 11DO0 NG LOT) I' THE LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE AND ALL N 61• " (ALON I HOUSE TO MAIN LINE ; 4044 W - G ESM7;) I 73'-;6">� ® 2.1% (2.0% MINIMUM) j U71LI71ES MAY NOT BE SHOWN PRIOR TO CONSTRUCTION, CONTRACTOR SHALL WAR M 800-922-4455 AND HAVE U77LI77ES MARKED ON THE GROUND. 1 s A1N _ S 61'4 ¢0¢'• ,L _42.57, 1 8 2 I SAN.MH 12 _ _ I I 10• i ;`.�„186.Zg' E N �1 40'44 w // TF=277.95 I -� \ SANIIA�YSvN's-' i l _ -- - -- ' `\�� / / / / / TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. / t f I 10, SANI7gRY SEWER 1 ~� 3281' / / to 1,j. Gv I -- \ I ;' SAN.MH 13 - - }J// L.S. NO. 9344 r I I TF=272.5 - / � CJV/L ENGINEERS -- J r--� WINDSOR,CONNECT'ICUT 269.24 12-10-08 ADDED AS-BUILT HOUSE, U7ILITIES AND GRADES WILSON M. ALFORD,JR.,P.E.a L.S. 10 IRNDE ACCESS ROAD I' SAN.MH 14 -- 860-688-7288 I 1 20'x20" CRUSHED STONE AREA DATE REVISION', TF=24s.of SCALE: 1 IN. = 20 FT. DATE: MARCH 25, 2008 FOR PARKING 4' WIDE I \ / CONCRETE WALK ; I ~ ►A�� 0? PREPARED ICON �� c8,24 / ��; OF,�NNI�+p• d�oF...iiN ,4 PREPARED FOR SANITARY SEWER '�� •,,......, /••• ��''� ..•'"'q''ar. / •. 7F=279.1 �' EASEMENT TO 7NE I `��� - ��Q'L ,�M. ALF,Q$ _(�•� �p�•�\ p�•Q"•� a O p p p a / 10' WIDE C.L.& P. CO. EASEMENT TOWN OF SOUTH wINDSOR I .�`o�,' o - = �.�� °-' S MANNARINO BUILDERS INC. / AND STREET Tr?EE EASEMENT ALONG LOT THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE K17H SEC77ONS 3 ' N 61• , 4" 17' 20-300b-1 THROUGH 2O-300b-20 OF THE REGULA77ONS OF COhNEC77CUT 23 * �'�`� IMPROVEMENT LOCATION SURVEY 188.>3'4 W ST47E AGENCIES- MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE No. 9344 C IN 0. 9344 / 6 0 STATE OF CONNEC77CUT" AS ENDORSED BY 7HE CONNEC77CUT ASSOCIA77ON �;'���,�, </ o .�� PI��� // ' OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY ••�D��- /CENSE°••x�`��•• y.��q'-.;E;;S�•'yo►�� CUTLER RIDGE 11 BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY ''<•FSSrONAL � ►► �i���S U R��,►P► CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT -OCA77ON SURVEY. '�••..uuii►► � ••���� LOT 17 - NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 161 CORNERSTONE DRIVE SOUTH WINDSOR, CONNECTICUT P: M98009 D: M99156-17 FOLDER: MANNARINO FILE: MANNARINO-CUTLER 11