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Home My WebLink About11 BLUE SPRUCE RD APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Appli ereby: BUILDING DEPARTMENT R 1540 SULLIVAN AVENUE 7.� 644-2511 ext. 230 Bldg.Permit# Date uilding Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT 31CO``f C/64,tL C APPLICANT ADDRESS G/4-,C 6y" 64, C-% D G O -;?L2 APPLICANT'S PHONE# OWN S OWNER '4� OWNER ADDRESS t OWNER PHONE C ESTIMATED COST$ 'j o D . 00 IS THIS A CONTRACT COST? ✓Yes No FEE ENCLOSED$ I` TYPE OF JOB: # dSOR•COS New Installation ✓teration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH / BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ff RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE O FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES (3 NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A IC CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK L�s7-)4-LL- 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 _ /7,3 S o !Z CONTRACTORS LICENSE NO. TYPE — STATE SIGNATURE OF APPLICANT DATE J 0/L 0 �- APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APPY 1540 SULLIVAN AVENUE ' y 1 6 -� 644-2511 ext. 230 81dS:Permit# Date Building Inspector i Application must be printed or typed FEE SCHEDULE I Location of Job: $0-$1.000=$15.00 e Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLIC r - RLICA NT ADD SS APPLIC HONE# - OWNER , 'SOW N St OWNER kDDiiSS r OWNE R - � R PHONE _ I_. # ESTIMATED COST$ = IS THIS A CONTRACT COST? Yes No [)E3/- Aftw 1 -k FEE ENCLOSED � t J ° TYPE OF'JOB: 3 OR•C0 New Installation Alteration/Addition/Repair "?.0110 a) 32Z Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE 0 MIXED USE CITY STATE ZIP (Other pleosd specify) TYPE OF INSTALLATION/WERING METHOD, 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 FDCTURES NUMBER OF HEAT CIRCUIT'S NUMBER-OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK QpcC - THE UNDERSIGNED NEARBYAPPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES INTHE PERFOR- CE OF SUCH WORK c+ CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OFAPPLICANT DATE %IarCity Date: Dear Sir or Madam: I, the dersigned Darr II R. Michalek, CT Electrical License Number El 125305, hereby give uthorization to apply for electrical permits under my license. Please call me with a questions or concerns. Address: 1 I ` 1( P,�Sa��A-Afi �Oflctl qmq Description: Solar panel roof mount installation ELECTRICAL UNLIMITED CONTRACTOR n( ` ' DARRELL R MICHALEK System size: �--� �1`--I kVV PL„rMOUTH,CTT WN&Wn ELCA12S305-El 10/01/2015 09/30/2016 Start Date: L � 21 SxiNED�� Sincerely, Darrell Michalek 860-670-3542 CT Electrical License ELC. 0125305-E1 APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT -� APf 1540 SULLIVAN AVENUE ►Bldg. Permit# •'it is 644-2511 ext. 23O Bldg. fir. Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 I .� I S�►� '� Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT y✓ APPLICANT ADDRESS 1 ) 1 APPLICANT'S PHONE# OWNER c rC ii F'4< OWNER ADDRESS CAj f OWNER PHONE C D ESTIMATED COST$ *� U IS THIS A CONTRACT COST? Yes No - ` FEE ENCLOSED$ J3�. ° TYPE OF JOB: ®. •CO New In stallation nstallation Alteration/Addition/Repair �l S 0017f Revised 03/05/10 4 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATE WITH A BUILDING PERMIT APPLICATION?'A YES ❑ NO ,4 RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL — ❑ INSTITUTIONAL ENGINEER'S NAMEL) CC f-t '� PHONE 4� 58;54, FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CIT STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK C�,�s � C� CONTRACTORS LICENSE NO. TYPE STAVE SIGNATURE OF APPLIC DATE `/ j SoIaOtf Date: L4 l Dear Sir or Madam: I, the undersigned Darrell R. Michalek, CT Electrical License Number El 125305, Hereby give, l5rr-,�� Trj✓r,-C� authorization to apply for electrical permits under my license. Please call me with any questions or concerns. Address: 1 SIB S2r�` 12-d S� ELECTRICAL UNLIMITED CONTRACTOR Description: Solar panel roof mount installation DARRELL R MICHALEK 3 FRANIQE LN PLYMOUTK CT 06786-7022 System size: 5--vl E fa E"'1.f : <E,;.f, ELC.0125305-El 10/01/2P14 09/30/2015 044, fir'" t,�144 Start Date: (O�l c3 � i Sincerely, Darrell Michalek 802.431.3700 CT Electrical License ELC. 0125305-E1 SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT ***** FOR C OF O***** �1 4rrrtvlr' W dL ADDRESS 1 Al me 0f V rP 1?d LOT/UNIT#y!a _Reviewed byB,(— (Engineering) CONTACT/DE\ Vein r%o r'11)'r- Date Reviewed -Y 1�A d/Denied PH# Reviewed by (Planning) Date Submitted Date Reviewed -ram' 1 Approved/Denied As required in the Zoning and/or Subdivision Regulations,no Certificate of Occupancy shall-be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A 1. Approved building permit plan —1L— 2. Finish grading per approved building permit plan T 3. Site work,i.e.trees,shrubs, dumpsters,required parking 4. Utility location; V a. sanitary sewer/septic systems V/ b. foundation drain —� C. electrical&telephone d. water e. other S. Sewer connection charge paid 6. Appropriate certification 7. Bonding B. Planning&Zoning/ // Inland Wetlands Considerations A. Lighting B. Signage Freestanding Wall C. Fee in lieu of Open Space COMMENTS: S garSG Cv !Er ,I ff s/engineering/molloy/site compliance checklist 1 ►.11111 lka WAR811 111 1011 0 SEE No 1 1 1 1 No I NOON ■■��■��■■■■■■■■■■■�■■■ NOON ��► NNE'4. ,.,�■ I■Nf'''�E ■■■■■■■■■■ ■■N�E ONE NIE rOt ' ''WINNI■E■ENI ■E/ NONE NONE N■NNMINN ■r■■r■N. /■ ■E NJ NN■N■ ■■r.00EE■■EEC NEON/ N ■EON■■ NNE■ ■NN■NL�1■ ENN ■■NE/l0 ■ENNEN NOON ■■■■■ il■1l ■■E►/ ■immommmm No■ ■ N ■ a 2 _ N■■■w/EO■■■■■■N WE NONN Mwo �,_ MENNEN EMONlm ■NONE mmmmmmE■■■N■■E■ NNNNss■■ No on ON Electric # '`-/0 V 0 A PLICATj9k FOR BUILDING PERMIT g Plumbin # 11 Blue pruce HVAC# 14000099 Date: Sprinkler# Estimated Cost $ .�• FINAL APPROVALS Permit Fee $ Building COMPLETE RED BOXED AREAS Engineering TYPE OR PRINT ONLY Occupancy Fee $ Affidavit Eng. Insp. Fee $ Appr.forCO.!3 No- SIGN ON REVERSE SIDE t Total Fee $ O .c+ TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ bs$b The undersigned hereby applies to do work according to the following: Applicant o J_LA-.v!L- Location of Work / / 41t)c SPipyC6 '7� A-% Lot No. Applicant's Address �C CA CA V Fj-% Tel #F6C'X4 1-7dSV Town S - W 1 r A.4v _ e .F Zip d V1 Lic.# / 0 d 7 Owner Architect Yc y j w �N 11 h s Owner's Address Architect's Address 11-z r C L CI 1 Zip `,5 c . a 0 C T Zip V,Lx44 Sq.Ft.New Area: 1 st FI. w 2nd FI.L 7CA-) 3rd FI. Total New Area 4w Purpose of this permit X14.e, 0- ,M j City Wate� Well❑ Septic System 0 Seven$ qO 140 0 i61 Ins: HO S Area Basement Garage "?M��at_e Approved by 2- }O' Use Group Construction Type Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines, side yard lines,and required distances from all other zones and is located'Mich this building it u is owed. SigneA, I hereby apply for a Certificate of Occupancy for the wor des bed in this application for the permit. Signed DO NOT WRITE BELOW TH LINE INSPECTION COMMENTS • INSPECTION FIELD SHEET 08/12/14 Printed by Peart, Dayshell 14 23 18 INSPECTION: 64892 FOOTING PERMIT: STATUS: APPLICATION: 201400109 LOC: 11 BLUE SPRUCE ROAD SOUTH WINDSOR PROPERTY ID: 11800011 LOT/SUBDIV: 54 OWNER: MANNARINO BUILDERS INC 860-289-7055 CONTRACTOR: REQUEST BY: PROJ DESC: NEW HOME. 3,400 SQ. FT. WORK ORDER: INSPECTOR: ROSE RESULT: PASS REQUESTED: 02/18/14 PRIORITY: SCHEDULED: 02/18/14 AM COMPLETED: 02/18/14 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: MARK. ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 04/25/14 DOUG PASS B001 FOOTING DECK 02/27/14 ROSE PASS B002 FOUNDATION MARK.//FTG DRAIN & WATERPROOFING 04/25/14 DOUG PASS B003 FRAMING (ROUGH) MARK 05/05/14 ROSE PASS B004 INSULATION MARK 08/11/14 ROSE .- N/A- B005 FIREPLACE / CHIMNEY ,08/08/14 DOUG PASS BO10 FINAL %—ROB. 04/25/14 DOUG PASS E001 ELECTRIC SERVICE 04/03/14 ROSE PASS E002 ELECTRIC UNDERGROUND MARK//conduits 04/25/14 DOUG PASS E003 ELECTRIC ROUGH 08/11/14 DOUG N/A H003 HVAC ROUGH 04/01/14 ROSE PASS P002 PLUMBING UNDERGROUND WATER TEST UNDERGD SANITARY DRAIN 08/11/14 DOUG N/A P003 PLUMBING ROUGH INSPECTION FIELD SHEET 08/12/14 Printed by Peart, Dayshell 14 23 18 ED @ 860-291-0115 06/06/14 DOUG PASS P004 PLUMBING GAS TEST ED @ 860-291-0115 08/12/14 ROSE N/A P004 PLUMBING GAS TEST VERIFICATION. 08/12/14 FOLG APPWBOND Z003 CO PLANNING INSPECTION n1.1 :�IZ1nt1 N1 1)1=CISION APPI ]CA] 10N FOR 11V'AC 1"I"IZMIT A� licati�nt is hereby: t tvv-N OF SOU I'll WINDSOR ►p oU I'}( !3l�ILUING I)I�P.ARTMENT APPROVI.D 1540 SULI.IVAN AVENUE 644-251 1 ext. 230 131dg. Prrinit f Ho()-Qoc�j Date Building Inspector Application must be printed or typed FEE SCHEDULE ;�� Location of Job: - _ -- vI&� --�-�-- -mac $0 $1,000 $15.00 Street No. Street 1 Over$1,000= $15.00 per$1,000 or anv fraction thereof I enant Designation Apt APPLICANT ADVANCED Heating & Air Conditioning, Inc. APPLICANT ADDRESS 701 Nutmeg Rd. No. South Windsor, CT 06074 APPLICANT PHONE ft ( 860 ) 282-0205 OWNER ,,�J �- �--- , ---- 0 W N S Fq /I a/m-'a C't - )WNER ADDRESS �a© C - l / --- - - w OWNER PHONI= � C ✓ I S 1 IMAT UD COST $ - .-r IS 'l HIS A('()NT RAC] ('01,1 ? Yr�, No I11 1N('ltttill) tia��g � L� � !1 �� I , H „I 11M I92 S } :APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF BU I1Plifs1S ISLI DENTIAL U'rI1' 0 COMMERCIAL :1 VENTILATION O INDUSTRIAL LOW PRESS��LIMI"r LBS. HIGH PRESSURE LIMIT LBS J FiYDRONIC &<ARM AIR ❑ UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DLSIGN TEMP. OUTSIDE "F INSIDE�_°F DIFFERENCE 'F TU"1'AI- HEAT LOSS (BTUHb-F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) I)l•:SCRIBE ALL HEATING EQUIPMENT(INCL ING MAKC A10 EL NO.) (;Itoss If EATING CAPACITY (INPUT—BTUII) NET RATING (OUTPUT—BTUH) OF FUEL 0 OIL--GPM OIL TANK LOCATION :❑ lNS1DE❑ OU7'SE E• CA1'ACIT1' ;:15-INPU r/�_ LPG TANK CAPACITY LECTRIC-KW MIL CONDITIONING ��ff� I: DESIGN TEMP.OUTSIDE-,/� -°F INSIDE 7,2,-F -TOTAL HEAT GAIN (BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION 1)1•:SCRIBE ALL COO ING E UIPMENT(INCLU 1 E MODEL NO.) TONNAGE COOLING CAPACITY (BTUH) Vi:'NTILATION ULSCRIB ALE- AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUII'�1 'N 1 l O I AL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) i PLANS MUST ACCOMPANY APPLICATION) i l l(1'11E:K DESCRIPTION OF WORK - 'I'l Ii: UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND i'.� CC WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES 1N Tli . I'I=RFORMANCE OF SUCH WORK. 361 4 S-1 _ CT _ TY R L S'I•ATI. CONTRAC, ItS LICENSE NO. i,-;`A CURL:OF APPLICANT -_ - Lot #54, 11 Blue Spruce Rd. HVAC Load Calculations for Mannarino Builders � I RHVACRSSID8I1MAL i HVAC LOADS Prepared By: Stephen Smith Advanced Htg&AC Inc I Monday,March 31, 2014 kler 191410:57a Aoca,jnting Servi^es Inc 86066507 79 P.1 AG�Ct,rJ N3 SERV.CES IN.:. 31 Fast Cedar Stree Nwe inatan Ci Cc'.11 80-6615-8`2 86G665-C 7 7 a Fax i Y.Ccourt,rgser„icesct.cc�r A. I FAX From! r 3 cc: rGr"1F'>�1f�tS: 1 f I f I i i i i i I i �. Rhvac-Residential 8 Light Commercial HVAC Loads Elite Software Development,Inc. Advanced Htg 8 A/C Lot#54, 11 Blue Spruce Rd. I ! South Windsor,CT 06074 Page 29, !, System 9 Room Load Summary w,-, 'wu�h Clg Clg Clg Zone Clg Air Room Area "Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys, No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM --Zone 1--- 1 Family 495 9,293 121 2-6 458 3,950 1,136 180 1.00 180 180 2 Study 120 8,892 116 1-8 455 3,489 812 159 1.05 167 159 3 Great Room 341 10,246 133 2-6 538 4,643 1,164 211 1.25 264 211 4 Dining 208 4,678 61 2-6 554 4,786 1,296 218 1.25 272 218 1 5 Pantry/lav 104 1,378 18 1-4 60 116 0 5 1.00 5 5 6 Kitchen/laundry 285 9,093 118 1-7 473 2,778 883 126 1.18 149 126 Zone 1 subtotal 1,553 43,580 566 19,762 5,291 899 1,037 899 ---Zone 2--- 7 Bedroom 1 173 6,820 89 1-6 520 2,244 310 102 1.25 128 102 8 Master Suite 595 9,032 117 2-6 588 5,074 892 231 1.20 276 231 9 Bed 2 300 7,679 100 2-6 543 4,686 225 213 1.00 213 213 10 Bed 3 375 5,825 76 1-7 509 2,988 282 136 1.25 170 136 Zone 2 subtotal 1,443 29,356 382 14,992 1,709 682 787 682 System 1 total 2,996 72,936 948 34,754 7,000 1,581 1,824 1,581 System 1 Main Trunk Size: 16x17 in. Velocity: 895 ft./min Loss per 100 ft.: 0.085 in.wg ling Sensible/Latent Sensible Latent Totaq Tons Split Btuh Btuh Btuh] Net Required: 3.48 83%/ 17%0 34,754 7,000 41,754 Recommended: 3.86 75%/25% 34,754 11,585 46,339 Heating System Cooling System Type: I Model: Brand: Efficiency.- Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh 1 C:\Documents and Settings\Steve Smith\Desktop\My Dropopx\Projects\Mann Lot 8 Frazier 191brRldtyhblarch 31, 2014, 9:56 AM DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR 141001q.0 BUILDING DEPARTMENT APPR VE 1540 SULLIVAN AVENUE 644-2511 EXT.230 Bldg.Pernut# I yc�uovG9 (Date) (Building Inspect Application must be printed or typed FEE SCHEDULE Location of Job: 1 1ve. Se (QQC, Rd $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000- $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT -� APPLICANT ADDRESS V,1 C� Obv`l� APPLICANT PHONE# OWN SF OWNER �I�G<\re.e �g\n �s,�\[�kA S 'L q< OWNER ADDRESS C fir, 0 OWNER PHONE u C ESTIMATED COST $ * IS THIS A CONTRACT COST? -TIES NO FEE ENCLOSED$ 1� S1 TYPE OF JOB: -41 q3 Z OR-Co L--1�4ew Installation _Alteration/Addition Repair a�l`�4o�oy Revised 12/22/11 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A 4 RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES NO BUSINESS CURRENT USE AND OCCUPANCY ❑ ASSEMBLY ❑ MERCANTILE ❑ EDUCATIONAL FUTURE USE AND OCCUPANCY ❑ FACTORY ❑ STORAGE ENGINEER'S NAME PHONE ❑ GARAGE ❑ MIXED USE ADDRESS (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION __ ? �1.2 SIZE OF MAIN DRAIN NO. OF TOILETS _STYLE ` . u NO.URINALS STYLE NO. OF BATHTUBS NO.OF SHOWERS k 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 DYES ❑ NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS EWE OR SEPTIC TANK SIZE OF WATER MAIN 1 SIZE OF WATER PIPING&RISER 3 WATER HEATER: TYPE ��,, 5 MANUFACTURER DESCRIPTION OF WORK I 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. Z<\ CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT ��yd� C�D,S�rGo�n DATE APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT AP 0 1540 SULLIVAN AVENUE g 644-2511 ext. 230 Bldg.Permit# Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 r/ .BLc�� J�i��cE �a•4.� SL/ Over$1,000= Str et No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT �`�/� �=`Z-�z% � C APPLICANT ADDRESS _S27 o c-7 APPLICANT'S PHONE# O c OWNER O W N Sc OWNER ADDRESS . 1.�;• y�,r; �i, , SCI CT� GC///t/l��O� Gr C��d'1 Gf CIO *' OWNER PHONE X�01 O ESTIMATED COST$ C � C) IS THIS A CONTRACT COST? Yes No x H FEE ENCLOSED$ Z TYPE OF JOB: SOR•CO y New Installation Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATE WITH A BUILDING PERMIT APPLICATION?DYES ❑ NO RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY A/)n- ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD /V 1'n SIZE OF SERVICE SIZE OF MAIN CONDUCTORS `{ NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES �d'NO NUMBERS OF LIGHT CIRCUITS /,Z NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES j/0_ NUMBER OF OUTLETS r NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE NO TES - CONSTRUCTION ENTRANCE PAD- 1. AREA OF LOT 54 = 21,593 SQ.FT. = 0.496 ACRES NOT TO SCALE BLUE SPRUCE ROAD 2. ZONE OF SUBJECT PARCEL 1S RR OPEN SPACE". 0 0 0 o a MII/MUM YARD REQUIREMENTS: o FRONT = 40 FEET - o o o o o c SIDE = 10 FEET _ -- 00AWICV55 z REAR = 20 FEET pos 0 0 0 0 0 Xc 0° N J. BOUNDARY INFORMA770N TAKEN FROM PLANS EN717LED - 0 0 0 0 0 II DZEN TREE FARM SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. MASKEL ROAD AND 268 N?1 StF " 270 0 0�0 BARBER HILL ROAD SOUTH VNNDSOR, CONNECTICUT SCALE" 1 IN.= 40 FT. DA lE.' AUGUST 29, 2007 3g3 �7' 0�o�P�o�t't �o 2 REVISION DATES TO 6-17-08 SHEETS Sl, S2, S3, S4 AND S5 ALFORD ASSOCIATES, INC. CIVIL O' moqo� q� , ' ENGINEERS WINDSOR, CONNEC77CUT"' 0 () 00�0 oTJ0 ob � o � 4. APPLICANT: MAP PREPARED BY 0 0 0 1 o MANNARINO BUILDERS, INC. ALFORD ASSOCIATE'S, INC. PLAN % ROBERT MANNARINO 200 PIGEON HILL ROAD Gj 0 Q 4" MINIMUM CONN. 0 'I P� o � �DOT 2" STONE 400 CHAPEL ROAD, SUITE 3-F P.O. BOX 484 ;L1 6 99� R Q +� FILTER FABRIC SOUTH MNDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095 TEL. # (860) 289-7055 TEL. # (860) 688-7288 5. ELEVA77ONS ARE BASED ON NGVD29. N A,, NOTES: SECTION 6. NO ZONING VIOLA77ONS WITH RESPECT TO LOCA77ON OF HOUSE, IF ERECTED AS SHOWN. 1. THE PURPOSE OF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE 7, CONTRACTOR SHALL VERIFY LOCA77ON AND ELEVA71ON OF EXIS77NG U77LI77ES PRIOR TO ESTABLISHING FINAL THE TRACKING OR FLOWAGE OR SEDIMENT ONTO EXISTING PAVEMENT. 0, 270 _ , GRADE OF PROPOSED F0077NGS AND FOUNDATION. CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL RIGHT TO ORAIN� - ~- - � -2 2. BEFORE IONENTRANCE INSTALLATION, THE AREA THE OTHER F MEASURES FOR STOCKPILED MATERIAL AND AT TOPS OF SLOPES DURING FOUNDA77ON EXCAVA710N. MIRAFI FABRIC �3- - 2 ENTRANCE SHOULD C RED SILT FENCE AND/OR TEMPORARY VEGETA77ON /F PILES ARE TO REMAIN IN PLACE FOR EXTENDED PERIODS OF TIME. UNDESIRABLE MATERIAL ----- �7a I, ,, o d 1, 3. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL 8. DURING CONSTRUC710N, MIRAFI FABRIC CHECK DAMS ALONG SWALES MAY 8E REQUIRED BY TOWN STAFF - a0 PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO EXISTING PAVEMENT. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR 9. LEGEND - t 275.0- DECK �36.0;--' 28 �- 55 ADDITIONAL LENGTH AS CONDITIONS REQUIRE. EXISTING CONTOUR v> 0.0 _ x 310.0 EXIS77NG SPOT GRADE PROPOSED HOUSE Y_ 10 --- ------ =274.6 , '< _ 280 310 PROPOSED CONTOUR SAN. FL- 73 f 12' SA N� - o 54'6" PROPOSED//OUSE 3f0.0 PROPOSED SPOT GRADE 30' 2 GRADE TO DRAIN 280.5 I o h-,- ' m SURFACE WATER /S TO BE DIRECTED AWAY FROM 7HE HOUSE AND GARAGE I n ro W PROPOSED WATER SERVICE Al 83.0 283.5 2 282.5 I j FD-- PROPOSED 670 F0077NG DRAIN LINE -'Zg4 l PROPOSED BITUMINOUS CONCRETE' DRIVEWAY(TO BE A MINIMUM OF 3 FEET FROM THE \ R--��OO''' �, 3/ 40' C� '' i2, _ y CV CHECK VALVE /S REQUIRED ON F0077NG DRAIN LINE AT HOUSE v N 6_-'' PROPERTY LINE) G PROPOSED GAS SERVICE TO CONNECT TO EXIST. IN STREET 11 _ _ _ _ PROPOSED TELEPHONE SERVICE TO CONNECT TO EXIST. IN STREET 6��_ 282.5 2 5% 20' WIDE STREET 7REE EASEMENT E PROPOSED ELECTRIC SERVICE TO CONNECT TO EXIST. IN STREET - IN FAVOR OF THE TOWN OF SOUTH WINDSOR 279.0 1 285.0 1- -' �,106.56' - MIRAF7 FABRIC FENCE - TO BE PLACED PRIOR TO ANY CONSTRUCT70N AND wq f0' WIDE C.L.&P. CO. EASEMENT SHALL REMAIN /N PLACE UN77L DISTURBED AREA IS STABILIZED �R Mq Nam, S3712\4 E AND 10' WIDE YANKEE GAS -EASEMENT fig- --___ � I 284.0 ` m N. SfV9 �� CB #44 i ice 43 4' WIDE CONCRETE WALK 10. PROPOSED HOUSE SAAJ. fR TF=277.58 ;I BLUE 283.1 ,'TF=2 3.62 7 PROPOSED GARAGE FLOOR = 283.5 PROPOSED TOP OF FOUNDA77ON = 284.5 1F� #34 �. 2778s �. �� SPRIIrF �v A(lAn �0 SAN.MH #35 ---_s' "-_--- Q_IF=285.19 �� PROPOSED FINISHED FLOOR = 285.5 ---___ APPROXIMATE BASEMENT FLOOR = 275.8 (9' WALLS & A WALKOUT) \_ C6 #45 TOP OF FOUNDA77ON TO BE A MINIMUM OF EIGHT (8) INCHES ABOVE 774E FINAL EXTERIOR GRADE. _TF=277.63 USE GARAGE FLOOR ELEVA77ON TO SET GRADE OF 7HE HOUSE. ADJUST 07HER FLOOR ELEVA77ONS - - -- --� BASED ON 774E ARCHITECTURAL PLANS. 11. PRIOR TO STAR77NG CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCT70N OR FABRICA77ON SHALL INSTALL CONS7RUC77ON ENTRANCE PAD BEGIN UN77L THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND 07HER PRIOR TO ANY CONS7RUC77ON DOCUMENTS BY ALL OF THE PERMI777NG AUTHOR177ES. PROPOSED F0077NG DRAIN LINE (A MINIMUM OF 20 FEET LONG)) TO CONNECT INTO CB #44 FD FL= 273.7E PROPOSED SANITARY SEWER LATERAL FROM HOUSE TO MAIN LINE SEEDING SCHEDULE - 95'-6"O ® 2.176 ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH 4" MINIMUM OF TOPSOIL. SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST. PERMANEVT VEGETATIVE COVER: SEEDING DATES: APRIL 1 TO JUNE 15 & SEPTEMBER 1 TO OCTOBER 15 OR AT OTHER TIMES, WEATHER PERMITTING LAWN AREAS: USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER: KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45% PERENNIAL RYEGRASS 10% APPLY 1-3 LBS./1000 S.F. TEMPORARY VEGETATIVE COVER: SEEDING DATES: MARCH 1 TO JUNE 15 & AUGUST 1 TO OCTOBER 15 OR AT OTHER TIMES, WEATHER PERMITTING USE THE FOLLOWING SEED OR EQUAL AS APPROVED BY DESIGN ENGINEER - ANNUAL RYEGRASS 100% APPLY 1 LB./1000 S.F. GRAPHIC SCALE ►��"'��""�•i d►'��CON��`''•. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS 40 0 40 8o °°°�OF CONNFOT�e•• °°°! OF „ALNFOT��.�• PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. °•'c�.�°� • ��Gam= °''��° �° = MANNARINO BUILDERS INC. I FA >. : :; L.S. NO. 9344 IN FEET • '_*'� A'*� 3 *� IMPROVEMENT LOCATION SURVEY THE LOCATIONS OF UNDERGROUND UTILITIES ARE = N0' °.� 93c, '.�'� ' CllilL ENGINEERS •OApo`:�'CENS��•'.?°�°°° �•.�< -�10ENS •'o°°° DZEN TREE FARM WINDSOR, CONNECTICUT APPROXIMATE AND ALL UTILITIES MAY NOT BE • . 4 ...... • • SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR •��•��S10NAL ;►•'� ��;►►►'► WILSON M.ALFORD,JR.,P.E.&L.S. ""'•�""' LOT 54 - SHALL CALL 1-800-922-4455 AND HAVE THE DATE REVISION 11 BLUE SPRUCE ROAD SOUTH WINDSOR, CONNECTICUT UTILITIES MARKED ON THE GROUND. NOT VALID WITHOUT A LIVE SItsNATURE AND EMBOSSED SEAL SCALE: 1 IN. = 40 FT. DATE: FEBRUARY 6, 2014 D:M0806OPP-54 P:M06024 FOLDER:MANNARINO FILE:MANNARINO-DZEN lz NO TES - 1. AREA OF LOT 54 = 21,593 SQ.FT. = 0.496 ACRES. 2. ZONE OF SUBJECT PARCEL IS RR OPEN SPACE". MINIMUM YARD REQUIREMENTS: FRONT = 40 FEET SIDE = 10 FEET REAR = 20 FEET J. BOUNDARY INFORMA77ON TAKEN FROM PLANS EN777LED - `� DZEN TREE FARM SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. MASKEL ROAD AND 270 BARBER HILL ROAD SOUTH WINDSOR, CONNECACUT SCALE" 1 IN.= 40 FT. DATE: AUGUST 29, 2007 268 REVISION DATES TO 6-17-08 SHEETS S1, S2, S3, S4 AND S5 ALFORD ASSOCIATES, INC. CIVIL i39JO, ENGINEERS WINDSOR, CONNECTJCUT- �� 52 P�9 4. APPLICANT MAP PREPARED BY- MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC. O 1 5�9 p ry�0 % ROBERT MANNARINO 200 PIGEON HILL ROAD 1 09 400 CHAPEL ROAD, SUITE 3-F P.O. BOX 484 268.5 f aW SOUTH NNDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095 I TEL. f (660) 289-7055 TEL. # (860) 688-7288 ' Do ,< o N A ,-' % 5. ELEVA77ONS ARE BASED ON NGVD29. ,./+ 270.8 ----J - 6. THERE ARE NO ZONING VIOLA77ONS WITH RESPECT TO THE LOCA77ON OF THE EXIS77NG HOUSE, AS SHOWN. �. - ,- ' 7. EXIS77NG HOUSE - _� RIGHT TO DRAIN FINISHED FLOOR ELEVA77ON = 285.37 274 GARAGE FLOOR ELEVA77ON = 283.28 ` I BASEMENT FLOOR ELEVA77ON = 275.79 N cal 274.2, ' STAIRS 1u 53 1s' . ^ 6 276 J S5 8. LEGE3N>D$� I 277.9 _ EXIS77NG CONTOURDECK 2773 ----- --- -- -2 .4' 5.1 . ---35.7' x 310.0 EXIS77NG SPOT GRADE 272.4 N TV = 12.4' 42.5' - ?>? CHIMNEY„ EXIST. HOUSE 281.57 ---------- - W WA TER SERVICE (7-9-14) EM 279.8 FD fZ=274.6.t FD FOOTING DRAIN LINE o I GM SAN. fZ-2731t 11 Ov CHECK VALVE ON FOO77NG DRAIN LINE AT HOUSE p ,^ ; 12.o N 7.5' --- 283.31 ' HOUSE 27�9' 12 oP 282.0�0 "I UNDER CONSTRUCT/O G GAS SERVICE od 4 BIT. CONC. N DRIVEWAY I , ;281.E T,E,7V TELEPHONE, ELECTRIC AND CABLE 7V SERVICES gyp,' 275.9 /� 1 283.25 7 S 670 SANITARY SEWER LATERAL I 22.8' 40' 1 _ GM • GAS METER ,-'R=250.00'/' ' $c, w co -- L=3.75 - / I , °' `0 282.7 GV 283 _' D=00137" i s N f .12 GAS GATE 1% BRICK� WALK PAVER � N N 283.5- - - - - -276 - _ _ EM • ELECTRIC METER 282.9 1.8% _ -------2g4 20' NDE STREET TREE EASEMENT �-- - IN FAVOR OF THE TOWN Of SOUTH NNDSOR WATER GATE TEL ' f06.56' TV E ELECTRIC MAN HOLE 10' WIDE C.L.&P. CO. EASEMENT 8° wAT�^, 8.6 S 772 14 E AND f0' WIDE YANKEE GAS EASEMENT fR,UAhy ?6r�__ , NQ 8'0ti 4' WIDE CONCRETE WALK LIGHT POLE i �% �� SAN SE11 �� CB `'d4__278 1 1 280.58 /282.44 283.33 _ SAN m .a,• Sp �.1 : R1 119' f -�a�� i _ T171 ED O H_A rF_ HANDHOLE 1 ` X`,"��'' �4 __-- 1 SPRUCE 'w ROAD SAN.MH f35 N� 0 TV CABLE TV BOX - - -------s'----------�iF_965.19___ R' CB #45 __TF=277.63 FOOANG DRAIN LINE CONNECTS INTO CB #44 FD FL= 273.7 SANITARY SEWER LATERAL FROM HOUSE TO MAIN LINE 95-6"0 0 2.1%t SANITARY SEWER LATERAL AT MAIN LINE FL= 271.1t THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 OF THE REGULA77ONS OF CONNEC77CUT STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNEC77CUT" AS ENDORSED BY THE CONNEC77CUT ASSOCIA77ON OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCATION SURVEY. GRAPHIC SCALE fnrr�" ffff"CAN'••.., TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS 40 0 40 80 ''��f0F.0.......�•� '�¢�pF NFCTo••• PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ••'�` X9344 MANNARINO BUILDERSINC. IN FEETL.S. NO. 9344 THE LOCATIONS OF UNDERGROUND UTILITIES ARE N` 344 IMPROVEMENT LOCATION SURVEY ' . • Cl1/lL ENGINEERS APPROXIMATE AND ALL UTILITIES MAY NOT BE •:�o�:�!cENSE°•''��•`�' �'•.,�'-�;CENSE°•'�o��•`��' WINDSOR, CONNECTICUT DZEN TREE FARM � S10N.. •�GG►fff' ••0-�� O,S U RN��ffff - SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 7 14-14 ADDED AS-BUILT HOUSE, GRADES AND U77LI77ES '••. rrr►' '"•��•��''' LOT 54 - WILSON M.ALFORD,JR.,P.E.&L.S. SHALL CALL 1-800-922-4455 AND HAVE THE DATE REVISION 11 BLUE SPRUCE ROAD SOUTH 11VINDSOR, CONNECTICUT UTILITIES MARKED ON THE GROUND. NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL SCALE: 1 IN. = 40 FT. DATE: FEBRUARY 6, 2014 D:M08060PP-54 P:M06024 FOLDER:MANNARINO FILE:MANNARINO-DZEN REScheck Software Version 4.5.0 Compliance Certificate Project Plan # 8075 Energy Code: 2009 IECC Location: South Windsor, Connecticut Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,375 ft2 Glazing Area 6% Climate Zone: 5 (6155 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Lot 54(11)Blue Spuce Rd South Windsor,CT Compliance: Passes using UA trade-off r4D�6q`i Compliance: 0.3%Better Than Code Maximum UA: 347 Your UA: 346 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Glazing Cavity Cant. Assembly or R-Value R-Value or Door UA Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1,871 30.0 0.0 0.035 65 Ceiling 2:Cathedral Ceiling 434 38.0 0.0 0.027 12 Wall 1:Wood Frame, 16"o.c. 3,363 19.0 0.0 0.060 188 Window 1:Vinyl Frame:Double Pane with Low-E 156 0.320 50 Door 1:Solid 38 0.090 3 Door 2:Glass 40 0.340 14 Floor 1:All-Wood Joistrrruss:Over Unconditioned Space 543 38.0 0.0 0.026 14 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 2009 IECC requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Plan # 8075 Report date: 02/04/14 Data filename: Untitled.rck Page 1 of 8 REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2009 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen.For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Re .ID 103.2 Construction drawings and ❑Complies [PR1]1 documentation demonstrate ❑Does Not energy code compliance for the 40 building envelope. ❑Not Observable ❑Not Applicable 103.2, Construction drawings and ❑Complies 403.7 documentation demonstrate ❑Does Not [PR3]1 energy code compliance for lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Nat Applicable dwelling units must demonstrate compliance with the commercial code. ,403.6 Heating and cooling equipment is Heating: Heating: ❑Complies [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr_ ❑Does Not on loads per ACCA Manual J or Cooling: Cooling: other approved methods. Btu/hr Btu/hr '(:)Not Observable - ❑Not Applicable Additional Comments/Assumptions: 111 High Impact Tier 1 Medium Impact Tier 2 Low Impact Tier 3 Project Title: Plan #8075 Report date: 02/04/14 Data filename: Untitled.rck Page 2 of 8 009 IECC Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ❑Complies IF01112 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in.below ❑ grade. Not Observable ❑Not Applicable 403.8 Snow-and ice-melting system controls ❑Complies [FO12]2 installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) ;:,Medium Impact(Tier 2) }' Low Impact(Tier 3) Project Title: Plan # 8075 Report date: 02/04/14 Data filename: Untitled.rck Page 3 of 8 Section Plans Verified Field Verified # Framing /Rough-In Inspection; Value Value Complies? Comments/Assumptions & .ID 402.1.1, Door U-factor. U-_ U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 []Not Observable fi ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U-- U- ❑Complies See the Envelope Assemblies 402.3.1, average). []Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 []Not Applicable 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable _ ❑Not Applicable 402.3.5 Sunrooms enclosing conditioned U- U- ❑Complies [FR8]1 space have a maximum ❑Does Not 0 fenestration U-factor of 0.50 in Climate Zones 4-8.New glazing ❑Not Observable separating the sunroom from ❑Not Applicable conditioned space must meet code requirements. 402.3.5 Sunrooms enclosing conditioned U-- U-- ❑Complies [FR9]1 space have a maximum skylight [--)Does Not U-factor of 0.75 in Climate Zones 4-8. ❑Not Observable ❑Not Applicable 402.4.4 Fenestration that is not site built ❑Complies (FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies (FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate<_2.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.2.1 Supply ducts in attics are R-- R- ❑Complies [FR12]1 insulated to 2tR-8.All other ducts R_ R- ❑Does Not in unconditioned spaces or - outside the building envelope are :[:]Not Observable insulated to a R-6. ❑Not Applicable 403.2.2 All joints and seams]used ❑Complies [FR13]1 air handlers,filter bo ❑Does Not building cavities use ducts are sealed. ❑Not Observable ❑Not Applicable 403.2.3 Building cavities are ❑Complies [FR15]3 'supply ducts. ❑Does Not ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R-- R- ❑Complies [FR17]z above 105 QF or chilled fluids ❑Does Not below 55 QF are insulated to>R- ❑3 Not Observable ❑Not Applicable 403.4 Circulating service hot water R-- R-- ❑Complies [FR18]2 pipes are insulated to R-2. ❑Does Not v ❑Not Observable DNot Applicable 1 I High Impact(Tier 1) Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Plan # 8075 Report date: 02/04/14 Data filename: Untitled.rck Page 4 of 8 Section Plans Verified Fleld Verified Value Value Complies? Comments/Assumptions & R ID Framing/Rough-In Inspection I--- - - 403.5 Automatic or gravity dampers are OComplies [FR19)2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) Medium Impact(Tier 2) $ 1 Low Impact(Tier 3) Project Title: Plan #8075 Report date: 02/04/14 Data filename: Untitled.rck Page 5 of 8 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Re .ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable _ ❑Not Applicable 402.1.1, Floor insulation R-value. R-_ R-_ ❑Complies See the Envelope Assemblies 402.2.5• ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 ❑ Steel ❑ Steel ❑ [IN1]1 Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.6 manufacturer's instructions,and []Does Not [IN2]1 in substantial contact with the e underside of the subfloor. ❑Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value.If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.4, mass wall with at least 14 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.5 wall insulation on the wall [IN3]1 exterior,the exterior insulation ❑ Mass ❑ Mass []Not Observable 4) requirement applies. ❑ Steel El steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not []Not Observable ❑Not Applicable 402.2.11 Sunroom wall insulation has a R R-_ ;❑Complies [IN8]1 minimum R-value of R-13.New ❑Does Not walls separating the sunroom from conditioned space must ❑Not Observable meet code requirements. ❑Not Applicable 303.2 Sunroom wall insulation installed ❑Complies [IN9]1 per manufacturer's Instructions. ❑Does Not 0 ❑Not Observable ❑Not Applicable 402.2.11 Sunroom ceiling minimum R-_ R-_ ;❑Complies [IN10]1 insulation R-value of R-19 in ,❑Does Not Climate Zones 1-4,and R-24 in Climate Zones 5-8. ❑Not Observable ❑Not Applicable 303.2 Sunroom ceiling insulation is ❑Complies [IN11]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: Plan # 8075 Report date: 02/04/14 Data filename: Untitled.rck Page 6 of 8 Section ---- — ------- ----- — - Plans Verified Field Verified # Final Inspection Provisions Complies? CommentslAssumptions Val & RegAD Value Value 402.1.1, Ceiling insulation R-value.Where R- R- ❑Complies :See the Envelope Assemblies 402.2.1, > R-30 is required, R-30 can be ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2 used if insulation is not [FI1)1 compressed at eaves.R-30 may Steel ❑ Steel ❑Not Observable be used for 500 ft'or 20% ❑Not Applicable (whichever is less)where sufficient space is not available. 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every ❑ � 300 ft'. Not Observable ' ❑Not Applicable 402.2.3 Attic access hatch and door R-_ R-_ �❑Complies [FI3]1 insulation>_R-value of the ❑Does Not adjacent assembly. []Not Observable ❑Not Applicable 402.4.2, Building envelope tightness ACH 50=_ ACH 50 =_ ❑Complies 402.4.2.1 verified by blower door test result ❑Does Not [FI17]1 of<7 ACH at 50 Pa.This requirement may instead be met ❑Not Observable via visual inspection, in which ❑Not Applicable case verification may need to occur during Insulation Inspection. 43 ;Wood-burning fireplaces have NOC omplies gasketed doors and outdoor oes Not combustion air. ot Aplicable 403.2.2 Post construction duct tightness _cfm _cfm ❑Complies [FI4]1 test result of s8 cfm to outdoors, ❑Does Not or s12 cfm across systems.Or, ❑Not Observable rough-in test result of s6 cfm across systems or s4 cfm ❑Not Applicable without air handler.Rough-in test verification may need to occur during Framing Inspection. l3.1.1 Programmable thermostats ❑Complies 9]2 installed on forced air furnaces. ❑Does Not ❑Not Observable ❑Not Applicable P91 1.2 Heat pump thermostat installed ❑Complies 0]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 'Circulating service hot water ❑Complies [1`111]' systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 403.9.1 Readily accessible switch on ❑Complies [FI12]3 heaters for swimming pools. ❑Does Not ❑Not Observable ❑Not Applicable 403.9.2 Timer switches on pool heaters ❑Complies [FI19]3 and pumps are present. ❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Plan #8075 Report date: 02/04/14 Data filename: Untitled.rck Page 7 of 8 Section r Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.9.3 Heated swimming pools have a ❑Complies [F120]3 cover.Covers on pools heated ❑Does Not over 90 QF are insulated to R-12. ❑Not Observable ❑Not Applicable 404.1 50%of lamps in permanent ❑Complies [FI6]1 fixtures are high efficacy lamps. []Does Not V - []Not Observable ❑Not Applicable 401.3 ComplianceEwater sted. ❑Complies [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer ❑Complies [FI18]3 mechanical ating ❑Does Not equipment ovided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) ri Medium Impact(Tier 2) 3 Low Impact(Tier 37) Project Title: Plan # 8075 Report date: 02/04/14 Data filename: Untitled.rck Page 8 of 8 2009 IECC Energy Efficiency Certificate Insulation Rating R-Value Wall 19.00 Floor 38.00 Ceiling /Roof 30.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.32 Door 0.34 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments , T MEMBER REPORT Level,BASEMENT BEAM 1 PASSED iI F O R T E 2 piece(s) 1 3/4rr x 9 1/2 1.9E Microllam® LVL Overall Length: 12'1" l ( P�1ue SQr�uce L.o t- 5 LA + 0 0 r r o a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. System:Floor Member Reaction(Ibs) 2150 @ 2" 5206(3.50") Passed(41%) 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 1764 @ 1'1" 6318 Passed(28%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 6141 @ 6'1/2" 11775 Passed(S2%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.257 @ 6'1/2" 0.392 Passed(L/548) 1.0 D+1.0 L(All Spans) Design Methodology:Aso Total Load Defl.(in) 0.344 @ 6'1/2" 0.587 Passed(L/410) 1.0 D+1.0 L(All Spans) Deflection criteria:LL(L/360)and TL(1.1240). Bracing(Lu):Ail compression edges(top and bottom)must be braced at 12'1"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Lerptlr Loads to Supports(bs) Supports Told Avalil.ble Required I Dead F o- TofM Aoo...o.ies On 1-Stud wall-SPF 3.50" 3.50" 551) 1611 2150 Blocking —� 2-Stud wall-SPF 3.50" 3.50" 1.50" 539 1611 2150 Blocid g •Blocking Panels are assumed to carry no bads applied directly above them and the full bad is applied to the member being designed. 1-Uniform(PSF) 0 to IT 1" 6 8" 12.0 40.0 Residential-Living Areas ..1 r - ..I -,^ ..�._'' " ..,v.� 5, .-':..: ':;:.•.�7' i ' ..r: ... .,.:. (Zj)SUSTAINABLE FORESTRY INITATIVE Weyerhaeuser warrants that the suing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. YYY Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Bbddng Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,budder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design bads,dimensions and support inforination have been provided by Forte Software Operator Forte Software aperoW if*Notes 2/4/2014 8:59 21 AM Robert Young Forte v4.1,Design Engine:V5.7.0.245 YoungDesigns LLC (860)908-3509 yngdsns@aol.com Page 1 of 1 2I F O R T E MEMBER REPORT Level,BASEMENT BEAM 2 PASSED 2 piece(s) 1 3/4" r x 9 1/2 1.9E Microllam® LVL Overall Length: 12'3' + + o - o , a o All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual O Location Allowed Result LDP Load.Coat wum(Pathrn) system:Floor Member Reaction(lbs) 2657 @ 2" 5206(3.50") Passed(51%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(lbs) 2187 @ 1'1" 6318 Passed(35%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 7701 @ 6'1 1/2" 11775 Passed(65%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.333 @ 6'1 1/2" 0.397 Passed(L/429) -- 1.0 D+1.0 L(All Spans) Design Methodology:Aso Total Load Dell.(in) 0.442 @ 6'1 1/2" 0.596 Passed(L/323) 1.0 D+1.0 L(All Spans) •Deflation criteria:LL(L/360)and TL(L/240). •Bracing(Lu):NI compression edges(top and bottom)must be braced at 12'3"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length Loads to supports(lbs) - Supports Total Available Required Dead RO°r Total Accessories . Stud wa" SPF 3.Su 3S0 -79 5�0 1 2001 "s7 3ia■rng Z-Stud wall-SPF 3.50" 3.50" 1.79" 656 1 2001 2657 Blacking •Blacking Panels are assumed to carry no loads applied directly above them and the full bad is applied to the member being designed. Tfu"a y Dead Floor LMa Loub Laced= 1NIdtA (0.90) (L00) ConowNs 1-Uniform(PSF) 0 to 12'3" 8'2" 12.0 40.0 Residential-Lying Areas w�1o'r ' (ZyJ SUSTAINABLE FORESM INITWTNE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Y Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to dreumvent the deed for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design bads,dimensions and support information have been provided by Forte Software Operator Forts,SORwaa opersoor roe not. 2/4/2014 9:00:13 AM Robert Young Forte v4.1, Design Engine:V5.7.0.245 Young Designs LLC (860)908-3509 yngdsns@aol coca Page 1 of 1 it F O R T E MEMBER REPORT Level,BASEMENT BEAM 3 PASSED 2 piece(s) 1 3/4" x 9 1/2" 1.9E Microllam® LVL Overall Length_6'3" i + __, 0 0 r _ r � r 5'8' All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actwl O Location Allowed Result LDF I told:r asn-- - (Pattern) System:Floor Member Reaction(lbs) 1572 @ 2" 5206(3.50") Passed(30%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(lbs) 1027 @ 1'1" 6318 Passed(16%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 2202 @ 3'1 1/2" 11775 Passed(19%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.028 @ 3'1 1/2" 0.197 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.037 @ 3'1 1/2" 0.296 1 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) • Deflection criteria:LL(L/360)and TL(1.1240). • Bracing(Lu):All compression edges(top and bottom)must be traced at 6'3"o/c unless detailed otherwise.Proper attachment and positioning of lateral ( tracing is required to achieve member stability. Bearing-Lcngth- - - Loads to Supports(bs) Supports Total Avail ble Req. ea ired Dead J� Total Accessories _- 1 Stuc wao-SP"r I 3SO 350 1-SO 38S 1188 15/3 SiocKing 2-Stud wall-SPF 3.50" 3.50" 1.50" 385 1188 1573 Blocking "Blocking Panels are assumed to carry no bads applied directly above than and the full bad is applied to the member being designed. TtMufary Coed Moor Lhre LOWS Eoo 6 VYfdth (0.90) (L00) Coneneels 1-Umform IPSF; 0 to 6 3' 9'6" 12.0 40.0 Residential-Uving Areas /� WeyerhaeUSer Nobel (Zj)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Y Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.oarn)Accessories(Rim Board,Blocking Panels and Squash Blxics)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design bads,dimensions and support information have been provided by Forte Software Operator Forte 6oitwo"lopnamr Job None 2/4/2014 9:01:14 AM Robert Young Forte v4.1,Design Engine.V5.7.0.245 Young Designs LLC (860)90B-3509 yngdsns@aol.com Page 1 of 1 1;oidil F O R T E MEMBER REPORT Level,BREAKFAST BEAM 1 PASSED 3 piece(s) 2 x 10 Douglas Fir-Larch No. 2 Overall Length: 16'3' 0 _. D - I - 15'W _ o a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Adad 0 Location Allowed Re" LDF land.,Camb6rtion(Pattern) System:Floor Member Reaction(lbs) 3275 @ 2" 4303(2.25") Passed(76%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(lbs) 3253 @ 1'3/4" 5744 Passed(57%) 1.15 1.0 D+1.0 S(All Spans) Building use:Residential Moment(Ft-lbs) 5%4 @ 2' 6088 Passed(98%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.221 @ 74 1/16" 0.531 Passed(L/865) 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 1 0.455 @ 7'3 7/8" 0.796 Passed(L/420) 1.0 D+0.75 L+0.75 S(All Spans) Deflection criteria:LL(1.1360)and TL(L/240). Bracing(Lu):Ail compression edges(top and bottom)must be traced at 3'9 3/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral tracing is required to achieve member stability. Applicable calculations are based on NDS 2005 meOxxiology. smarting La bath Londe to SspPorts(tbs) supper Total Available Required Daed Uwe Snow Total Accessories 1-Stud wall-SPF 3.50" 2.25" 1.71" 1570 244 1706 3520 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 363 244 222 829 1 1/4"Rim Board •Rim Board is assumed to carry all bads applied directly above it,bypassing the member being designed. TH ry Deed Floor Live Snow Loads Location Wlam (0.90) (1100) (1.15) comments 1-Uniform(PSF) 0 to 16'3" 1' 12.0 30.0 - Residenbal-living Areas 2-Point(lb) 2' N/A 1569 - 1928 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the snag of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. www. .corn Accessories Rim Board Blodd Panels and Squash Blocks are not designed this software.Use of this software i not intended( woodbywy ) ( n9 s4 re s t nded ro 9 by circumvent the reed for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design bads,dimensions and support information have been provided by Forte Software Operator Forts aaAwere .lob Nofss 2/3/2014 5:03:59 PM Rohm Young Forte v4.1,Design Engine:V5.7.0.245 YoungDesigns LLC (BWI 908-3509 yngdsns@aol.com Page 1 of 1 igI F O R T E MEMBER REPORT Level,FAMILY ROOM BEAM PASSED 3 piece(s) 1 3/4rr x 11 7/8 1.9E Microllam0 LVL Overall Length: 16'3" 0 D �s'a• a o All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actr.l O Location Avowed RWA LDfr wd:GnttWotim(veOerw) System:Floor Member Reaction(lbs) 4606 @ 2" 5020(2.25") Passed(92%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(lbs) 3930 @ 1'3 3/8" 13622 Passed(29%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 18184 @ 8'1 1/2" 30788 Passed(59%) 1.15 1.0 D+1.0 S(All Spans) Building code:IBC Live Load Dell.(in) 0.495 @ 8'1 1/2" 0.531 Passed(1-/386) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.631 @ 8'1 1/2" 0.796 1 Passed(1.1303) 1.0 D+1.0 S(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Bracing(Lu):All compression edges(tDp and bottom)must be braced at 15'10 3/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length _ Loads to Supports(Ibs) - - — — -- �JUppOE't5 Total Available Required Dead Snow Tout Accessories -1 _ Floor_ �_ 1-Stud wall-SPF 3.5G -.., �. 244 s656 4907 1 1/4 k—Board 2-Stud wall-SPF 3.50" 2.25" 2.06" 1007 244 3656 4907 1 1/4"Rim Board •Rim Board is assumed to carry all bads applied directly above it,bypassing the member being designed. Tt�eMry Oed Reorllele snow LOOM Loallloe 11111011t (0-20) (Lam (L15) COlellte t 1-Uniform(PSF) 0 to 16'3" 1' 12.0 30.0 - Residential-Living Areas 2-Uniform(PSF) 0 to 16'3" 1' 95.0 - 450.0 Weyerhaeuser Noba 4 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the swing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Y Weyerhaeuser oxpessly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.00m)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the reed for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design bads,dimensions and support information have been provided by Forte Software Operator Forte aoftwere Operator Job Notes 2/4/2014 8:53:07 AM Robert Young Forte v4.1.Design Engine:V5.7.0.245 Young0esigns LLC (860)W8-3509 yngdsns@aol.com Page 1 of 1 i .I F O R T E MEMBER REPORT Level,FOYER BEAM PASSED 2 piece(s) 1 3/4" x 9 1/4" 1.9E Microllam® LVL Overall Length: 11.9- 0 0 tr z- 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. System:Floor Member Reaction(Ibs) 2431 @ 2" 3347(2.25") Passed(73%) 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 2392 @ 1'3/4" 6151 Passed(39%) 1.00 1.0 D+1.0 L(All Spans) Building use:Residential Moment(Ft-Ibs) 6331 @ 2'10" 11204 Passed(57%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Deft.(in) 0.171 @ 5'3 5/8" 0.381 Passed(L/802) 1.0 D+1.0 L(All Spans) Design Methodology:Aso Total Load Den.(in) 1 0.285 @ 5'3 13/16" 1 0.571 Passed(L1481) 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(1.1360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 11'6 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead F1O°r Total Accessories I-Stud wall-SPF 3.50 1473 1;3; 1 .'; K"r brand 2-Stud vial-SPF 3.S0" 2.25" 1.50" 378 531 909 1 1/4"Rim Board •Rim Board is assumed to carry all bads applied directly above it,bypassing the member being designed. Trow" Dasd Floor LM Loads Lootlon tAlldtA (0.90) (L0o) conrrwbts -Jn!forrn(PSF) 0 to 11 9, 1' 12.0 20.0 Residential-Living Areas `2-Point(lb) 2'10" N/A 1095 1769 Weyerhaeuser Nobas SUSTAINABLE FORESTRY INRIATIVE Weyerhaeuser warrants that the siring of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,bolder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design bads,dimensions and support information have been provided by Forte Software Operator Forts SoAwMe Op4ttter clop Not" 2/4/2014 8:11:47 AM Rooer Young Forte v4.1.Design Engine:V5.7.0.245 YoungOesigns LLC (860)908-3509 yngdsnsC&aol.com Page 1 of 1 :9I F O R T E MEMBER REPORT Level, GARAGE BEAM PASSED 4 piece(s) 1 3/4" x 18" 1.9E Microllam® LVL Overall Length:22'3' 0 0 i 21'W 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Aetrnl O Location Alowed Reank UW Load:CamWniNon(Pattern) System:Floor Member Reaction(lbs) 6725 @ 2" 10413(3.50") Passed(65%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(lbs) 5642 @ 1'9 1/2" 23940 Passed(24%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 36294 @ 11'1 1/2" 77506 Passed(47%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.367 @ 11'1 1/2" 0.731 Passed(V716) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.520 @ 11'1 1/2" 1.096 Passed(U505) -- 1.0 D+1.0 L(All Spans) • Deflection criteria:LL(I1360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be traced at 19'3"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length - - Loads to Supports(lbs). - - - - Supports Total Availabie Required Dead = Snow Total Accessories -`,tua.vdd Sir 3.55 3.53 Z6 1978 4747 385 &ocK,ng 2-Stud wall-SPF 3.50" 3.50" 2.26" 1978 4747 389 7114 Blocking •Blocking Panels are assumed to carry no bads applied directly above them and the full bad is applied to the member being designed. Tributary Dead Floor Lies Srrour LOtds LOCRO t Wklth (0.90) (1.00) (L» com mrrta t-Uniform(PSF) 0 to 22'3" 1018, 12.0 40.0 - Residential Living Areas 2-Uniform(PSF) 0 to 22'3" 1' 15.0 - 35.0 Weyerhaeuser Notes 4 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Bbdcs)are not designed by this software.Use of this software is not intended to circumvent the need for a design professorial as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design bads,dimensions and support information have been provided by Forte Software Operator Forte aoRvrare op"Stor .lob Not" 2/4/2014 8:57:49 AM Robert Young Forte v4.1.Design Engine:V5.7.0.245 YoungDesigns LLC (860)908-3509 yngdsns@aol,Com Page 1 of 1 'I F O R T E MEMBER REPORT Level, GARAGE BEAM 1 PASSED 3 piece(s) 1 3/4" x 16" 1.9E Microllam® LVL Overall Length:27 3" 0 0 _ r r I 21,8" _ a a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. psi n Results Actual 0 Location Aklowed Real LDF I Load:CombfnatioNN(pattem) System:Floor Member Reaction(lbs) 7046 @ 2" 7809(3.50") Passed(90%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(lbs) 6107 @ 1'7 1/2" 15960 Passed(38%) 1.00 1.0 D+1.0 L(All Spans) Building use:Residential Moment(Ft-lbs) 36550 @ 10'10 1/16" 46671 Passed(78%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.688 @ 11'1 1/2" 0.731 Passed(L/383) -- 1.0 D+1.0 L(All Spans) Design Methodology:Asp Total Load Defl.(in) 0.986 @ 11'5/8" 1 1.096 1 Passed(L./267) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/360)and TL(L/240). Bracing(Lu):Ail compression edges(top and bottom)must be braced at 8'11 3/8"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Saarlq Laile Los&M soppaat$(68) Flow supports TotY Aw1YYN N Dead LNG SNOW TOM Aooeaaodu 1-Stud wan-SPF 3.50" 3.50" 1 3.16" 2299 4747 1377 8423 Blocking 2-Stud wall-SPF 3.50" 3.50" 2.96" 1849 4747 372 6968 Bbddng "Blocldng Panels are assumed to carry no bads applied directly above them and the full load is applied to the member being designed. Trealmy Dared Floor Urns Shaw LOidi LOCOOM WIdth (0.90) (100) (LL9) Coaamab t-Uniform(PSF) 0 to 22'3" 10'8" 12.0 40.0 - Residential-living Areas 2-Point(lb) 4'10" N/A 784 - 1749 Weyerhaeum Notes 4 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to arcumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design bads,dimensions and support information have been provided by Forte Software Operator Port soRweee Opwetw doe Nob$ 2/3/2014 5:22:13 PM Robert YoungForte v4.1.Design Engine:V5.7.0.245 YoungOesig LLC (860)908-3509 yngdsns@aol.com Page 1 of 1 i9I F O R T E MEMBER REPORT Level, GARAGE FLOOR BEAM PASSED 3 piece(s) 1 3/4" x 9 1/2" 1.9E Microllam® LVL Overall Length: 10'7" 0 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Deli n Results Actual O Location Allowed Itmuit LOF Load:Combirration(Pattern) System:Floor Member Reaction(Ibs) 3760 @ 2" 5020(2.25") Passed(75%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 3695 @ 1'1" 9476 Passed(39%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 12153 @ 3'6" 17662 Passed(69%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defi.(in) 0.191 @ 4'10 3/4" 0.342 Passed(L/643) -- 1.0 D+ 1.0 L(All Spans) Design Methodology:ASD Total Load DeFl.(in) 0.280 @ 4'10 3/4" 0.512 Passed(L/439) -- 1.0 D+ 1.0 L(All Spans) Deflection criteria:LL(LJ360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 10'4 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length Loads to Supports(Ibs) supper Total Available Required Dead Li oor Total Accessories 1-Stud wall-SPF 3.50" 2.25" 1.69" 1194 2571 3765 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 645 1349 1 1994 1 1/4"Rim Board •Rim Board is assumed to carry all bads applied directly above it,bypassing the member being designed. Tributary Dead Floor Live trOalls lotellerr tltlidth (0.90) (L00) I comrMnb 1-Uniform(PSF) 0 to 10'T' i 12.0 40.0 Residenial-Living Areas 2-Pant(lb) 3'6" N/A 1569 3497 Weyerhaeuser Nobel Y SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser eiclpressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.wocdbywy.com)Accessories(Rim Board,Bloddng Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design bads,dimensions and support information have been provided by Forte Software Operator Forts Software Operator ,lob Motu 2/3/2014 5:23:38 PM Robert Young Forte v4.1,Design Engine:V5.7.0.245 YoungDesgns LLC 1860)908-3509 yngdsns@aoLconi Page 1 of 1 MEMBER REPORT Level,KITCHEN CLG JST BEAM PASSED .I F 0 R T E 2 piece(s) 13/4" x 9 1/4" 1.9E Microllam® LVL Overall Length:16 3" 0 0 15,a" 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Desi n Results Actual O L.«,.non Mowed Result LDF Land:Cemllills o I(Pattern) System:Floor Member Reaction(Ibs) 1093 @ 2" 3347(2.25") Passed(33%) -- 1.0 D+ 1.0 L(All Spans) Member Type:Flush Beam Shear(lbs) 1044 @ 1'3/4" 6151 Passed(17%) 1.00 1.0 D+ 1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 6382 @ 7 2" 11204 Passed(57%) 1.00 1.0 D+ 1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.364 @ 7'I1 5/16" 0.531 Passed(L/525) 1.0 D+1.0 L(All Spans) Design Methodology:Asp Total Load Deft.(in) 0.587 @ 7'11 5/16" 0.796 Passed(L/326) 1.0 D+1.0 L(All Spans) Deflection criteria:LL(V360)and TL(1./240). Bracing(Lu):All compression edges(top and bottom)must be braced at 16 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length Loads to Supports(8rs) Supports Total Available Required Dead Floor Total Accessories 1-Stud wall-SPi 677 16y8 1 114 R'm Board 2-Stud wall-SPF 3.50" 2.25' 1.50" 367 584 951 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributaryy llulrth� LOids Locstlon Width Q 1-Uniform(PSF) 0 to 16 3" 1 12.0 30.0 Residential-Living Areas 2-Point(lb) 7'2" N/A 449 773 Weyerhaeuser Notes sustAIII A FORESTRY wlTLATlve Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design slues. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Bbddng Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design bads,dimensions and support information have been provided by Forte Software Operator Forts software Cpw wr Job Noon, 2/4/2014 7:46:56 AM Robes Young Forte v4.1. Design Engine:V5.7.0.245 YoungDesrgns LLC (860)908-35N yngdsns@aol.com Page 1 of 1 :9I F O R T E MEMBER REPORT Level,MAIN BATH BEAM PASSED . 1 piece(s) 1 3/4" x 9 1/2" 1.9E Microllam® LVL Overall Length:8'3' 0 0 I ICI 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual O Leralloa Mowed ROWK LDF Lned:Ca blositlon(PetJarn) System:Floor Member Reaction(ibs) 1260 @ 8'1" 1673(2.25") Passed(75%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(lbs) 1224 @ 7'2" 3159 Passed(39%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residientlal Moment(Ft-lbs) 4460 @ 4'4" 5887 Passed(76%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.125 @ 4'4" 0.264 Passed(L/757) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.204 @ 4'4" 1 0.396 1 Passed(L/465) 1.0 D+1.0 L(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 7'7 5/8"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length Loads to Supports(Ibs) I SY-I Supports Total Available Required Dead Floor Total Accessories -- - .._.. ;_ 2.25" 1.54" 449 704 1153 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.69" 491 773 1264 1 1/4"Rim Board "Rim Board is assumed to carry all bads applied directly above at bypassing the member being designed. Tradoy Deed NoonLleo Loads Locmkn tiYHIM (ago) (LW) Caaeneb 1-Undo"(PSF) 0 to 8'3" 1' 12.0 20.0 Residential-LMng Areas 2-Point(Ib) 4'4" N/A 804 1311 W MINS (ZjJ SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. YY Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.corn)Accessories(Rim Board,Blocking Panels and Squash Blacks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design bads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator ,bob None 2/4/2014 7:41:38 AM Robert Young Forte v4.1.Design Engine:V5.7.0.245 YoungOesigns LLC (860)908-3509 yngdsns@aot.com Page 1 of 1 2 F O R T E - MEMBER REPORT Level,MASTER BED BEAM 1 PASSED 4 piece(s) 1 3/4n x 16" 1.9E Microllam@ LVL Overall Length: 19'11" 0 0 1T V All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actml O Lowtloe Abwed Re" LDF Land:Umbbmtllee(Patrem) System:Floor Member Reaction(Ibs) 3433 @ 2" 6694(2.25") Passed(51%) 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 3333 @ 1'7 1/2" 21280 Passed(16%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 6603 @ 5'7 3/16" 62228 Passed(11%) 1.00 1.0 D+1.0 L(All Spans) Building code:IBC Live Load Defl.(in) 0,068 @ 9'2 5/8" 0.653 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 1 0.116 @ 9'4 5/8" 0.979 Passed(U999+) 1.0 D+0.75 L+0.75 S(All Spans) Deflection criteria:LL(L/360)and TL(LJ240). Bracing(Lu):AN compression edges(top and bottom)must be braced at 19'8 112"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing LengthI Loads to Supports(Ibs) Supports Total Available Required Dead FIO°r Snow Total Accessories 1.Stud wa _ I 'J 1 i— 2336 oc� 4056 1 1/4 �ir.�iloarr7 3.5 2-Stud wall-SPF 0" 2.25" 1.50" 521 420 377 1318 1 1/4"Rim Board •Rim Board is assumed to carry all bads applied directly above it,bypassing the member being designed. Tributary 0wd Door Lim Srrorr LOfIAs Lowtlaa VAdtb (0.90) (im) (Lis) Constimft 1-Uniform(PSF) 0 to 19'11" 1' 15.0 20.0 35.0 Residential-Living Areas 2-Point(Ib) 2' N/A 713 2358 300 ayedmeum Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design bads,dimensions and support information have been provided by Forte Software Operator Fat,aeftwWo op«aior ,cab Ndha 2/4/2014 8:34:22 AM Robert Young Forte v4.1,Design Engine:V5.7.0.245 YoungDesigns LLC (860)908-3509 yngdsns@aol.com Page 1 of 1 2 F O R T E MEMBER REPORT Level, MASTER SUITE BEAM 1 PASSED 3 piece(s) 1 3/4" x 9 1/2" 1.9E Microllam® LVL Overall Length: 17 3' 0 0 a o All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. ItMdb O 4M1111r4..: *80 M' 440* ) System:Floor Member Reaction(Ibs) 5035 @ 2" 5020(2.25") Passed(100%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Flush Beam Shear(Ibs) 4656 @ 1'1" 10898 Passed(43%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 9274 @ 5'10 5/8" 17662 Passed(53%) 1.00 1.0 D+ 1.0 L(All Spans) Building code:IBC Live Load Deft.(in) 0.262 @ 6'1 7/16" 0.397 Passed(L/546) -- 1.0 D+ 1.0 L(All Spans) Design Methodology:ASD Total Load DeFl.(in) 0.359 @ 6'11/16" 0.596 Passed(V398) 1.0 D+ 1.0 L(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 12'1/2"o/c unless detailed otherwise.Proper attachment and positioning of Lateral bracing is required to achieve member stability. Bearing Leath Loads to Supports(Ibs) --- -- - - --- - - Supports Total Available Required Dead Fit= Snow Total Aocesfories Lin �tua wall yap s.SU 25 2.26 1S11 2358 2385 6260 1 1/4 Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 713 2358 300 3371 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. , t111r < ft 1-Uniform(PSF) 0 to 12'3" 7' 12.0 20.0 Residential-Living Areas 2-Uniform(PSF) 0 to 12'3" 7 - 35.0 3-Point(Ib) 1'6" N/A 1035 - 2685 Weyerhaeuser Notes su5TA1NABLE FOReSTIrr INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Bbddng Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design bads,dimensions and support information have been provided by Forte Software Operator Forty BoRwen operebw .lob Notes 2/3/2014 5:16:24 PM Robert Young Forte v4.1.Design Engine:V5.7.0.245 YoungDesigns LLC (8601908-3509 yngdsns«§aol com Page 1 of 1 iI F O R T E MEMBER REPORT Level,Roof-Hip/Valley Beam 3 PASSED 1 piece(s) 1 3/4" x 11 7/8" 1.9E Microllam® LVL Overall Sloped Length: 16'9/16" 0 0 r 7.68� r 10'4 15/16' 2'3 318' 1 �3 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual O Location Asowed Rmrk LDF I Load:CombittatiorL(Pattern) System:Roof Member Reaction(Ibs) 2032 @ 10'4 15/16" 3091(3.50") Passed(66%) 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 958 @ 9'5 3/16" 4541 Passed(21%) 1.15 1.0 D+ 1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) -2141 @ 10'4 15/16" 10263 Passed(21%) 1.15 1.0 D+ 1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.062 @ 4'6 3/4" 0.405 Passed(L/999+) -- 1.0 D+ 1.0 S(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.102 @ 4'6 13/16" 0.608 1 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) Member Pita,:7.68/12 •Deflection criteria:LL(1/360)and TL(L/240). Support uplift limited to Weyerhaeuser maximum uplift value of 1000 Ibs. Bracing(Lu):All compression edges(top and bottom)must be braced at 15'13/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. • -914 Ibs uplift at support 3.Strapping or other restraint may be required. Bearing Length - — -- - Loads to Supports(Ibs)- -- — -- ---- Supports Total Awidble RegWred Dead Srrow Total I Aooaaeaiaa 1-Beveled Plate-SPF 3.50" 3.50" 1.55" 443 712 1155 Blocking 2-Beveled Plate-SPF 3.50" 3.50" 2.30" 799 1232 2031 None 3-Hanger on 11 7/8"SPF beam 3.50" Hanger r 1.50" -349 -565 -914 See note •Blocking Panels are assumed to carry no bads applied directly above them and the full bad is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 'See Connector grid below for additional information and/or requirements Connector:Simpson Stroh -Tie connectors suppatt Model— 1 Seat Length Top Nails Face Nails Member NailsAccessories Hanger 3-Face Mount -. . n N/A -- - Tributary Dead Srww — -- - - - - Loads Location YVdth (0.90) (1.15) Comments 1-Tapered(PLF) 0 to 12'8 5/16" N/A 107.1 to 0.0 i 218.5 to 0.0 Generated from Roof Geometry Weyerhaeuser Notes IS)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to dreumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design bads,dimensions and support information have been provided by Forte Software Operator Fora soft"em operator Job Notes 2/3/2014 4:59:32 PM Robert Young Forte v4.1.Design Engine:V5.7.0.245 YoungDesigns LLC (860)908-3509 yngdsns@aoi.com Page 1 of 1 :91 F O R T E MEMBER REPORT Level,Roof.-Hip/Valley Beam 4 PASSED i piece(s) 2 x 10 Douglas Fir-Larch No. 2 Overall Sloped Length: 19'4 5/8" + t 0 0 7.68 � 7'3/8• IT 7 1/16• 1 2 3 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Acbmd O Loaafim Asowed Rardt LDF Load:ca.WMatim(Naar.) System:Roof Member Reaction(Ibs) 2115 @ 7'3/8" 2649(3.50") Passed(80%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 1053 @ 6'2 13/16" 1915 Passed(55%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) -1512 @ 7'3/8" 2029 Passed(74%) 1.15 1.0 D+1.0 S(AII Spans) Building Code:IBC Live Load Defl.(in) 0.059 @ 3'4" 0.272 Passed(L/999+) -- 1.0 D+ 1.0 S(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.089 @ 3'3 1/2" 0.408 Passed(L/999+) 1.0 D+1.0 S(Alt Spans) Member Pitch:7.68/12 Deflection criteria:LL(IJ360)and TL(IJ240). Support uplift limited to Weyerhaeuser maximum uplift value of 1000 Ibs. Bracing(Lu):All compression edges(top and bottom)must be braced at 7'5 13/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports(lbs) —� SuPP01 is Total Available Required Dead Snow Total Accessories 1-Beveled Plate-SPF 3.50" 3.50" 1.77" 410 716 1126 Block,, 2-Beveled Plate-SPF 3.50" 3.50" 2.79" 804 1311 2115 None 3- r on 9 1/4"SPF beam 3.50" Hanger r 1.50" 74 134 208 See note •Bloddng Panels are assumed to carry no bads applied directly above them and the full bad is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • r See Connector grid below for additional information and/or requirements. Connector.Simpson Strong-Tie Connectors support Model Seat length Top Nails Face Nails Member rlalh Aooessories 3-Face Mount Hanger 10d x 1-1/2 LSTA12 Stral: Tributary Dead - Loads Lootion Width (0.90) (Lis) Comments 1-Tapered(PLF) 0 to 15'7 7/16" N/A 131.8 to 0.0 1 268.9 to 0.0 Generated from Roof Geometry Weyerftaeuser Notes Y SUSTAINABLE FORESTRY INITNTNE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Y Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blo ck cking Panels and Squash Blos)are not designed by this software.Use of this software is not intended to arcumvent the need for a des gn professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable: forestry standards. The product application,input design bads,dimensions and support information have been provided by Forte Software Operator Fordo BoRwors OpKatof Job Notes 2/4/2014 7 38.48 AM RoBerl Young Forte v4.1.Design Engine:V5.7.0245 YoungDesigns LLC (860)908-3509 yngdsns@aol.com Page 1 of 1 I� F O R T E MEMBER REPORT Level,Roof.HiplValley Beam FOYER PASSED 1 piece(s) 1 3/4" x 9 1/4" 1.9E Microllam® LVL Overall Sloped Length:20'1/16" 0 0 7.ee r 4'4 1/16' , 11'9 5/8' 1 3 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Deli n Results AduN o Location Allowed RelwK LDF Lana:Combination(Pattern) System:Roof Member Reaction(lbs) 2864 @ 4'4 1/16" 3091(3.50") Passed(93%) 1.0 D+ 1.0 S(All Spans) Member Type:Flush Beam Shear(lbs) 1255 @ 5'1 5/8" 3537 Passed(35%) 1A5 1.0 D+ 1.0 S(All Spans) Building Use Residenbal Moment(Ft-lbs) -2489 @ 4'4 1/16" 6442 Passed(39%) 1.15 1.0 D+ 1.0 S(AII Spans) Building Code:IBC Live Load Defl.(in) 0.157 @ 10'6 9/16" 0.467 Passed(L/999+) -- 1.0 D+ 1.0 S(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.254 @ 10'6 7/8" 0.701 Passed(L/663) 1.0 D+ 1.0 S(Alt Spans) Member Pi":7.68/12 •Deflection criteria:LL(L/360)and TL(L/240). •Support uplift limited to Weyerhaeuser maximum uplift value of 1000 lbs. Bracing(Lu):All compression edges(top and bottom)must be braced at 14'5 I5/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Beerhm Largth Los&to SUPPals(Bra) Supports TOM Avabble Required Dead Stow Total Aooeaorias 1-Beveled Plate-SPF 3.50" 3.50" 1.50" 113 370/-65 483/-65 Blocking 2-Beveled Plate-SPF 3.50" 3.50" 3.24" 1095 1769 2864 None 3-Hanger on 9 V4"SPF beam 3.50" Hanger' 1.50" 182 276 458 See note •Blodd g Panels are assumed to carry no bads applied directly above them and the full bad is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 'See Connector grid below for additional information and/or requirements. Connector.Simpson Strong-Tia Connecbon Support I Seat WpBr Tap Nab Fep Nelle Hember Nab Acmes les 3-Face Mount Hanger LSSU125 3.50" N/A &SOd common 7-10d x 1-112 LSTA12 Strap Tributary Dead snow --- Uwds 'oration WVkhh ((L90) (L15) Conrnents 1-Tapered(PLF) 0 to 16'1 11/16" N/A 136.2 to 0.0 277.8 to 0.0 Generated from Roof Geometry Weyerhaeuser NOb@i [ZjJ SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Y Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,Input design bads,dimensions and support information have been provided by Fate Software Operator Fort Sofirwre operawr Job Notes 2/4/2014 8:07:57 AM Robert Young Forte v4.1,Design Engine:V5.7.0.245 Young Designs LLC (860)908-3509 yngdsns@aol.com Page 1 of 1 � MEMBER REPORT Level,Roof.'Hi /Valle Beam GARAGE PASSED .l F O R T E 1 piece(s) 1 3/4" x 9 1/4" 1 9E M crollam® LVL Overall Sloped Length:21'10 5/16' D 0 r 9'7 9116' 8'7/8" 1 2 3 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Rtesuits Aarrl 0 Lotatlon Arowed Result LDF Load:Cerrrbination(PrtOrw) System:Roof Member Reaction(Ibs) 2622 @ 9'7 9/16" 3091(3.50") Passed(85%) -- 1.0 D+ 1.0 S(AII Spans) Member Type:Flush Beam Shear(Ibs) 1526 @ 8'10" 3537 Passed(43%) 1.15 1.0 D+1.0 S(AII Spans) Building Use:Residential Moment(Ft-Ibs) 28810 3'11 1/8" 6442 Passed(45%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:18C Live Load Defl.(in) 0.181 @ 4'6 1/16" 0.375 Passed(1-1744) 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD Total Load DeFl.(in) 0.288 @ 4'5 13/16" 0.562 Passed(L/468) 1.0 D+1.0 S(Alt Spans) Member Pitch:7.68/12 Deflection criteria:LL(L/360)and TL(1.1240). Support uplift limited to Weyerhaeuser maximum uplift value of 1000 Ibs. • Bracing(Lu):All compression edges(top and bottom)must be braced at 12'6 5/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. rearing Length Loads to Supports(tbs) Supports Total Available Repdmd Deed Snow Total Accessories 1-Beveled Plate-SPF 3.50" 3.50" 2.25" 635 1039 1674 Blocking 2-Beveled Plate-SPF 3.50" 3.50" 2.97" 1019 1603 2622 None — 3-Hanger on 9 1/4"SPF beam 3.50" Hanger' 1.50" 10 701-82 80/-82 See rote 1 •Blocking Panels are assumed to carry no bads applied directly above them and the full bad is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 'See Connector grid below for additional information and/or requirements. Connector:SlImpam Connectors support ModM Seat Lerpli Top Mars Fop Maila Number Naha Acoessodu 3-Face Mount Hanger LSSUI25 3.50' N/A 9-10d common 7-10d x 1-112 LSTA12 Strap Tributary Dead Snow Look Loco" VAdti (0.90) (LIS) Wmnerrts 1-Tapered(PLF) 0 to 17'8 7/16" N/A 149.4 to 0.0 296.0 to 0.0 Generated from Roof Geometry Weyerhaeuser Notes AA SUSTAINABLE FORESTRY INITlAT1VE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this softvrare is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design bads,dimensions and support information have been provided by Forte Software Operator FateSoRwei Opermor Job Notes 2/4/2014 7:54:37 AM Robert Yang Forte v4.1.Design Engine:V5.7.0.245 YoungDesigns LLC (NO)908-3509 yngdsns@aol.com Page 1 of 1 F•0 R T E MEMBER REPORT Level,Roof:Hip/Valley Beam PASSED 1 piece(s) 1 3/4" x 11 7/8" 1.9E Microllam® LVL Overall Sloped Length:22' o D r +� 7.est � 9.6 9/16" 8'1 71W 1 2 3 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual o Locaeon Allowed Result LOF Load:Coetbianon(Pant.) System:Roof Member Reaction(Ibs) 2685 @ 9'6 9/16" 3091(3.50") Passed(87%) -- 1.0 D+1.0 S(Ail Spans) Member Type:Flush Beam Shear(Ibs) 1506 @ 8'6 13/16" 4541 Passed(33%) 1.15 1.0 D+ 1.0 S(All Spans) Building use:Residential Moment(Ft-lbs) 2900 @ 3'10 3/4" 10263 Passed(28%) 1.15 1.0 D+1.0 S(A)t Spans) Building Code:IBC Live Load Defl.(in) 0.091 @ 4'5 5/8" 0.371 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 1 0.144 @ 4'5 3/8" 0.557 1 Passed(L/928) 1.0 D+1.0 S(Alt Spans) Member Pitch:7.68/12 •Deflection criteria:LL(L/360)and TL(L/240). •Support uplift limited to Weyerhaeuser maximum uplift value of 10D0 Ibs. •Bracing(Lu):All compression edges(top and bottom)must be braced at 15'it 11/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Beariq Lagth Loads to Suppmu(65) Supports Total Available Raquied Dead Snow Total Accessories 1-Beveled Plate-SPF 3.50" 3.50" 2.28" 636 1063 1699 Blocking 2-Beveled Plate-SPF 3.50" 3.50" 3.04" 1035 1650 2685 None 3-Hanger on 117/8"SPF beam 3.50" Hargett 1.50" 19 78/-78 97/-78 See note •Bkxidng Panels are assumed to carry no loads applied directly above them and the full bad is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • r See Connector grid below for additional information and/or requirements. Connector:Sim -Tie Connectors SWPmt Nodal Seat Lergfh Top Nab Pace Nails Manber Nags Accanoris 3-Face Mount Hanger LSSU125 3 50' N/A 9-10d common 1-10d x 1-112 LSTA12 Strap Tributary Dead Snow — toils LOcafioa Width (0.90) 1 (LIS) Comment 1-Tapered(PLF) 0 to 17'8 7/16" N/A 149.3 to 0 OT 304.7 to 0.0 Generated from Roof Geometry Weyerttaeuser Notes (IS)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design bads,dimensions and support information have been provided by Forte Software Operator 00fq soltwere operaw Job Maus 2/3/2014 4:54:25 PM Robert Young Forte v4.1. Design Engine:V5.7.0.245 Young0lesigns LLC (860)908-3509 yngdsns@aol-com Page 1 of 1 MEMBER REPORT Level Roof.-Hi /Valle Beam PASSED .I F O R T E 2 piece(s) 1 3/4" x 11 7/8" 1.9E Microllam® LVL Overall Sloped Length:28'6 5/8" 0 0 r 4.62 r r ' 10,10" 15'2" 1 2 3 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual O location Allowed Result Lff Least:Conn lattlon(Pattern) System:Roof Member Reaction(lbs) 4348 @ 10'10" 5579(3.50") Passed(78%) -- 1.0 D+ 1.0 S(All Spans) Member Type:Flush Beam Shear(lbs) 2119 @ 9'9 3/16" 9081 Passed(23%) 1.15 1.0 D+1.0 S(All Spans) Building use:Residential Moment(Ft-lbs) -5142 @ 10'10" 20525 Passed(25%) 1.15 1.0 D+ 1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.068 @ 5'3/8" 0.381 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.098 @ 4'11" 1 0.571 1 Passed(L/999+) 1.0 D+1.0 S(Alt Spans) Member Pitch:4.62112 Deflection criteria:LL(L/360)and TL(L/240). Support uplift limited to Weyerhaeuser maximum uplift value of 1000 lbs. Bracing(Lu):All compression edges(top and bottom)must be braced at 27'10 5/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. fetrl"length toads to Sttppats(lbs) $UPpOIb Total Avebbe Raqulrad Dead Snow Total Accessories _ I-Beveled Plate-SPF 3.50" 3.50" 1.50" 701 1313 2014 Blacking 2-Beveled Plate-SPF 3.50" 3.50" 2.73" 1648 2699 4347 None — 3-Hanger on 117/8"SPF beam 3.50" Hanger r 1.50" 218 316 534 See note •Blocking Panels are assumed to carry no bads applied directly above them and the full bad is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 3 See Connector grid below for additional information and/or requirements. Connector:Simpsitlin Strom -Tie connectors Sspport Model Seat Length Top Heft lince Nab Member Nab Accessories 3-Face Mount Hanger HHUS41OX D21 3.00" N/A 30-16d common 10-16d double shear LSTA12 Strap Tributary Dead Slaw Lmds Location Width (0.90) (L15) Cortanents 1-Tapered(PLF) 0 to 26 N/A 161.4 to 0.0 323.1 to 0.0 Generated from Roof Geometry //�� W etuer Notes (g1 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Y� Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Bbddng Panels and Squash Bbcks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design bads,dimensions and support information have been provided by Forte Software Operator Porte Eeft"m operator ,Lab Notes 2/3/2014 4:49:24 PM Ronan Young Forte v4.1.Design Engine:V5.7.0.245 Young Designs LLC (860)908-3509 yngdsnw§aoI.com Page 1 of 1 RECEIVED SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT FE& U 2U 14 ***** BUILDING PERMIT***** somYVltlOSORPLANNINGDEPT. ADDRESS_ _ UP A'la(� �� LOT/UNIT#Reviewed by�_(Engineedng) CONTACT/DEV ahnQ Sri yle, `�o � Date Reviewed Reviewed by (Planning) Date Submitted b ` Date Reviewed/ �lCppro!eOenied Reviewed by (Health Dept) Date Reviewed Approved/Denied In accordance with the Zoning and/or Subdivision Regulations,prior to the building of any structure on a lot,a Topographic Plot Plan shall be submitted for approval. The minimum requirements shall include: Approved Denied N/A 1. Name,address&phone number of owner/applicant y 2. Name,address&phone number of plan preparer 3. Zoning Information-i.e.zone,open space, floodway,street address 4. Plot Plan at 1"=40'scale a. Subdivision reference,abutting properties,etc. b. Easements of record C. Lot description,bearings,building lines, distances,area,etc. d. Contours,epsting&proposed, 10r 2ft.interval where appropriate — z e. Building location with dimensions. Elevations of proposed finish floor,garage floor&centerline of road at driveway f. Elevations of gravity drainage systems,sanitary &foundation drain at the house and the street g. Tentative utility location(gas,water,electric, septic system,etc ✓ h. Title block with name&address of preparer, date,appropriate certification,live seal&live 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: /: rCn d yw�- D,�/s< /�-.k �,�- S� -il-o C.o..,s•t� •�L r f .,i��./ s-5� s/engineering/molloy/building compliance checklist � � :+t'/ � � l ' n)J ! , SAND ASSOCIATES CONSULTING ENGINEERS February 10,2014 Mr. Robert Mannarino Mannarino Builders,Inc. 400 Chapel Road,Unit 3F South Windsor,CT 06074 RE: Remedial Action Report Lot#t54—Dzen Tree Farm Subdivision,South Windsor,CT Dear Mr. Mannarino: Zuvic,Carr and Associates,Inc.(Zuvic Carr)has prepared this letter report to summarize the remedial action that was conducted at the above-referenced site. Remcdiation N4as conducted to meet cleanup objectives outlined in Zuvic Associates,Inc.(Zuvic)remedial action plan(RAP), dated March 5,2008, including addressing pesticide contaminated soil. Remedial activities were conducted in accordance with the Connecticut Department of Energy and Environmental Protection's(CTDEEI')March 1999 Guidance on the Development of Former Agricultural Properties. Remedial Action On February 10,2014,Zuvic Carr observed the placement of at least one foot of clean till material(i.e.capping)over pesticide impacted topsoil at Lot#54(see highlighted lot on attached Figure 1). As a result,it is Zuvic Carr's opinion that Lot#54 has been remediated in accordance with the CTDEEP's March 1999 Guidance on the Development of Former Agricultural Properties. No further action on Lot#54 is recommended. Please contact us at 860-436.4901 if you have any questions. Sincerely, Zuvic,Carr and Associates,Inc. "x Ryan Bartosz,LE Robert J.Carr,P.E., LEI' Project Manager Vice President C: Mr.Jeff Folger—Town of South Windsor 40 Cold Spring Road • Rocky Hill.CT 06067 - PHONE 860.436.490) • FAX 860.436.4953 Lf"N7. --.+.. .;s-rJ sw aw-*.ee e°uMNI-Abl+1E�Inwaerx PU�s1 �_ L' _ __— .)N-� SI[S11NM'C lMAIpY-N.pf R•P'f(GCRaI[N."OK�t9!11 NO)Aq TM!/MY S°M) I � �'��/r'j �./" i f�� j'I - -— ^—) !.:a-e sac turtsn.oun w-aeov Nsv:locmere N,nrwux Wren,wr amuwr z 91 �y(I! !/�`..a, '/ •T �,/fir•. � kkkl i rr r svA s+Esr.«e rmtuw.-naturtv s.,ew narssvw(a'rmne is smsl ;+I A . ` .,'`./'•:.,,��,�•,; �/ •�. % "�•: :•� ��d" ` errs o-arxrusrw.,aE �I� ;v �>•'>\,r. � L � ,��' r; 1•:/, .v.wcw.tn;ttarN x Eavcauwrry.�s.- 4 \y wwNvuarE tt>uN d ccwrwcwrEv suc rs re' i I�l, /. ��t "•t 7r.1 MaKYrna/IF/YnM tY 0.wRwDWAD 5l.L .+�°.�"`_�.,n. .1-v -- a )�i.._. ,,. ,. {o. �"i�� 'it, '•) .//+ _/ ' w.rw.Y w•. ILL #1� S./_� k•y 4ry —��ppy t�{`1 p dos ia) Ir a• \mil , T•.•ilr^ 6-s5 o A 41" /^ f NO A (4 _ a-or A`a• d-ri a .,Y�'�' ',,, e'�tfkt3, A s-:+ ^•�`=' L ••" MAP R f F�RL NCE. s'�'r' ON 9• t ':.s[n+s+m s o oi[a wrt Ya41 weamsro+ 3 1 i K• nIi,� N� , nr.N•. Cl. g arn"o 29.MOna+r. A / N�f+� Frrr✓.'�''• �' -•i/ iVl�t� M.0'A.Cr:wh0 WPKI 2B.2007 Y a el Q REMEDIATION TARGET AREAS DZEN TFIEB FARM ^.- DANUEIL DILL ROAD AND MASEEL ROAD 90U1'E■INUSDR, CONNEC[IFt � I � T COT ITtiv1RD VavaaaNl la�lnc K IVrYL1 NY o ai i4!U'a+Fa2+1 ))1[$1[$y elr{[jMOy�'MN tat{MY)a%-Nf! SCaE MR RC .qIK t•-rTY Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# u< Snt�uce_ Roy,d LDate: Sprinkler# ISoo(d Estimated Cost FINAL APPROVALS Permit Fee $ Lo0-- Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit No- SIGN ON REVERSE SIDE t C) Appr.forCO. Total Fee $ TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ ((S5 The undersigned hereby applies to do work according to the following: Applicant a Cj--U% LocationofWork ` LotNo. 5L'/ Applicant's Address-1 Ir I ZrQQIL S} �&/SCE Tel # �962y Zi 's Town fz . W l (2+ Zip 1 Lic. Owner apvC1+ C"CCb- !pc)+1 Architect Owner's Address Architect's Address Zip Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit 10%iQ IkD+lCr� CIr —IP rUC;F' rYUY-)4<f0 3CAD- ✓ 1 S City Water J Well J Septic System J Sewer J 1Qlp, Ins: HO SP' Area Basement Garaged Approved by C.4: Date Use Group Construction Type Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of 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 buildirm-anct its use is allowed. Sign I hereby apply fora ertificate of Occupancy for the ork described in this application for the permit. Sign DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# SPNI(tL Date: Sprinkler# Estimated Cost FINAL APPROVALS Permit Fee Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit ► SIGN ON REVERSE SIDE t Appr.forCO. Total Fee $ TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ lV7 2i The undersigned hereby applies to do work according to the followin V(ff4 Mh iM h I Applicant.222�-Wj �� LocationofWork Lo Applican' Tel # (� Town Zip �{ Owner Architect Owner's Address Architect's Address Zip Zip Sq.Ft.New Area: 1 st FI. 2nd FI. 3rd Fl. Total New Area Purpose of this permit City Water Well ❑ Septic System J Sewer J ZZA 6613?Zr Ins: HO SP Area Basement Garage Approved by , Date )jo Use Group Construction Type Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the ans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper i from all street lines,side yard lines,and required distances from all other zones and is located in which this building an p s allowed. Signed I hereby apply for a Certificate of Occupancy for the work es, d in this application for the permit. Signed DO NOT WRITE BEL W I LINE INSPECTION COMMENTS 201400167 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 08/12/2014 GIS ID: 11800011 FEE: 10.00 MUNIS APPLICATION# 201400109 BUILDING DESCRIPTION: APPLICANT ;a LOCATION NAME: MANNARINO BIL UDERS 1NC ADDRESS: 11 BLUE SPRUCE ROAD ADDRESS: 400 CHAPEL ROAD UNIT 3F :" OWNER: MANNARINO BUILDERS INC SOUTH WINDSOR,CT 06074 400 CHAPEL ROAD UNIT 3F ' ;; SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: NEW HOME.3,400 SQ.FT. . MODELHOME. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS:APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 8/12/2014 2:25 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1400140 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 04/09/2014 GIS ID: 11800011 1, FEE: 120.00 MUNIS APPLICATION# 201400109 w BUILDING DESCRIPTION: APPLICANT ,1' "_ LOCATION NAME: IMPERIAL PLUMBING CO.,INC. ADDRESS: l I BLUE SPRUCE ROAD ADDRESS: 648 SULLIVAN AVENUE .� `' OWNER:. MANNARINO BUILDERS INC P.O. BOX 875 400 CHAPEL ROAD UNIT 3F SOUTH WINDSOR,CT 06074 SOUTH WINDSOR, CT 06074 DESCRIPTION OF WORK: NEW HOME. 3,400 SQ.FT. MODEL HOME. DRAINS, VENTS,WATER AND GAS PIPIN,FIXTURE INSTALLATION. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 4/9/2014 1 1:25 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1500109 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 04/09/2015 GIS ID: 11800011 FEE: 60.00 MUNIS APPLICATION# 201500275 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SOLARCITY ADDRESS: I 1 BLUE SPRUCE ROAD ADDRESS: 714 BROOK STREET OWNER: MANNARINO BUILDERS INC SUITE 150 400 CHAPEL ROAD UNIT 3F ROCKY HILL,CT 06067 SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALLATION OF 22 ROOF MOUNTED SOLAR PANELS. 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 4/9/2015 10:02 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600603 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 09/23/2016 GIS ID: 11800011 FEE: 90.00 MUNIS APPLICATION# 201601328 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SOLARCITY ADDRESS: 1 I BLUE SPRUCE ROAD ADDRESS: 714 BROOK STREET" OWNER: GADDIPATI SARAT& SUITE 150 11 BLUE SPRUCE ROAD ROCKY HILL,CT 06067. SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALLATION OF 19 ADDITIONAL ROOF MOUNTED SOLAR PANELS. d SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 9/23/2016 3:17 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 14000099 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 03/19/2014 GIS ID: 11800011 n FEE: 3299.00 MUNIS APPLICATION# 201400109 ` _ y1 BUILDING DESCRIPTION: �q APPLICANT "° v �. LOCATION NAME: MANNARINO BUILDERS INC ADDRESS: 1 I BLUE SPRUCE ROAD ADDRESS: 400 CHAPEL ROAD UNIT 3F ., OWNER: MANNARINO BUILDERS INC SOUTH WINDSOR,CT 06074 vv' 400 CHAPEL ROAD UNIT 3F SOUTH WINDSOR, CT 06074 aA .; DESCRIPTION OF WORK: NW HOME. 3,400 SQ.FT MODEL HOME. °"` SPECIAL CONDITIONS: n ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 3/19/2014 3:50 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1400141 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 04/09/2014 J GIS ID: 11800011 � FEE: 210.00 MUNIS APPLICATION# 201400109 ° BUILDING DESCRIPTION: APPLICANT ' .d .e LOCATION NAME: ADVANCED HEATING&A/C ADDRESS: 11 BLUE SPRUCE ROAD ADDRESS: 701 NUTMEG ROAD NORTH ,"' OWNER: MANNARINO BUILDERS INC SOUTH WINDSOR,CT 06074 400 CHAPEL ROAD UNIT 3F SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: NEW HOME. 3,400 SQ.FT. a' 1r;x MODEL HOME. INSTALL HEATING AND A/C TO NEW HOUSE. 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 4/9/2014 1 I:25 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600444 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 09/23/2016 GIS ID: 11800011 FEE: 210.00 MUNIS APPLICATION# 201601328 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SOLARCITY ADDRESS: I 1 BLUE SPRUCE ROAD ADDRESS: 714 BROOK STREET'' , OWNER: GADDIPATI SARAT& SUITE 150 ---11 BLUE SPRUCE ROAD ROCKY HILL,CT 06067 SOUTH.WINDSOR,CT 06074 DESCRIPTION OF WORK: WIRING OF_19 ADDITIONAL ROOF MOUNTED SOLAR PANELS.4.94 KW. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 9/23/2016 3:17 PM THE FEE ABOVE INCLUDES A$0.26 PER TI IOUSAND CT STATE EDUCATION SURCHARGE 1600514 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 11/02/2016 GIS ID: 11800011 FEE: 15.00 MUNIS APPLICATION# 201601565 BUILDING DESCRIPTION: APPLICANT• LOCATION NAME: BLOOMFIELD ELECTRIC„COMPANY ADDRESS-' 11 BLUE SPRUCE ROAD ADDRESS: 182 OAKWOOD DRIVE OWNER: GADDIPATI SARAT& GLASTONBURY,CT 06033 11 BLUE SPRUCE ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALLr3 GFI OUTLETS FOR FUTURE LOW,VOLTAGE LANDSCAPE LIGHTING: SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 11/2/2016 9:41 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1500074 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 04/09/2015 GIS ID: 11800011 FEE: 150.00 MUNIS APPLICATION# 201500275 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SOLARCITY ADDRESS: 11 BLUE SPRUCE ROAD ADDRESS: 714 BROOK STREET OWNER: MANNARINO BUILDERS INC SUITE 150 400 CHAPEL ROAD UNIT 3F ROCKY HILL,CT 06067 SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: WIRING OF 22 ROOF MOUNTED SOLAR PANELS. (5.61 KW) 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 4/9/2015 10:04 AM THE FEE ABOVE INCLUDES A$0.26 PER TIIOUSAND CT STATE EDUCATION SURCHARGE 1400084 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 03/19/2014 GIS ID: 11800011 ` ' FEE: 135.00 MUNIS APPLICATION# 201400109 �pF " BUILDING DESCRIPTION: APPLICANT �. LOCATION NAME: T& H ELECTRIC INC. l� a ADDRESS: I I BLUE SPRUCE ROAD ADDRESS: 570 FOSTER STREET .v OWNER: MANNARINO BUILDERS INC SOUTH WINDSOR,CT 06074 a� -Mi .R 400 CHAPEL ROAD UNIT 3F f d SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: NlW DOME 3,400 SQ.FT 4 MODEL HOME. WIRING NEW SINGLE FAMILY HOME. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 3/19/2014 3:55 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE