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HomeMy WebLinkAbout14 FRANKS WAY s0l;fli \VINI)SOR 0 C) BUJI I)PN-6 DEPARTMENT 1540Sl !1-1-1VAN AVENUE 644-2511 ext. 230 1 ,5o oo37 Date lding Inspectot Application must be printed or typed FEE SCHEDULE Location of Job: $0-S 1,000=S 15.00 Street No, Street Lot No. Over S 1,000= I I S 15.00 per S 1,000 or any fraction thereof Tenant Designation Apt. No. AppLICANTT ADVANCED Heating & Air Conditioning, Inc. APPLICANT ADDRESS 701 Nutmeg Rd. NQ. South Windsor, CT 06074 APPLICANT PHONF# (860) 282-0205 N S OWNER 4 0 OWNER ADDRE S 1Z r OWNER PHON) -STIMATH)COS I S IS T)I I S A CO NTRA('I COST? XYCS No �Lo 0 I 1 1: 1 NCl ()Sl-.]) 1; I � PI t1i 1z L4 APPLICATION FOR HVAC PERMIT (COntHILICd I'r0111 reverse siciv) 1 PV W. S1'S'l'FNl: TYPE OF BUILDING: { tf1::\T'ING MM-SIDENTIAL c Cl COMMERCIAL J `, C:N"I'II_AT ION 0 INDUSTRIAL J 1'LAM LOW PRESSURE LIMIT�-_ LBS. HIGH PRESSURE LIMIT _ LBS. J I IN'URONIC ARM AIR 0 UNIT RADIANT HEATER ! .XISTING RADIATION _ ADDITIONAL RADIATION. TOTAL RADIATION i-SIGN TEMP. OUTSIDE —°F INSIDE Z_L-°F DIFFERENCE � "F •�!. III:-VT LOSS (BTUH)Xe?��OF(HEAT LOSS SHEET MUST ACCOMPANY I)FSCRIBE ALL HEATING EQUI1) ENT (INCLUDING MAKE & INIODEL NO.) 400 ,ku;S 11 EATING CAPACITY(INPUT—BTUII) NET RATING (OUTPUT—BTUI0 1 I'h: OF FUEL J UIL---GPM OILTANK LOCATION :O INSIDE❑ OUTSIDE. CAPACITY LPG TANK CAPACITY ELECTRIC—KW :SIR CONDITIONING g� DESIGN TE MP. OUTSIDE /. "F INSIDE 7C�) OF DIFFERENCE I U'I-AL HEAT GAIN(BTUH)�.,6+0*4�HEAT GAIN SHEET MUST ACCOMPANY APPLICATIU, DI-:SCRIBE ALL COOL�EUIPMENT (INCLUDING MAKE& MODEL NO.) "I ONNAGL 4' COOLING CAPACITY (BTUH) H L:%TION :)LSCRIBE AL.I. AIR HANDLING EQUIPMEN'r(INCLUDING KITCHEN EXHAUST E0UIPm!--- !i i I Al. SIZI: OF SYS"rEM(CFM) _ FRESH AIR INTAKE(CFM) I I'LANS MUST ACCOMPANY APPLICATION) I ;i!:! DESCRIPTION OF WORK - - "IDERSIGNED 1-117REBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCK113L•D ADD ALL LOCAL ORDINANCES AND STATE OF CONNECTICU"1' BUILDING CODES ^ ::it a;tMANCE OF SUCH WORK. CT S-1 -- -- RAC TORS LICENSE NO. -- TYPL. c STAT I.. ! uRi-. OF APPLICANT -- DATE i I I. THIS SURVEY AND MAP HAS BEEN PREPARED /N ACCORDANCE W/TH SECTIONS 20-300b-1 THROUGH 2O-300b-20 OF THE REGULATIONS OF CONNEC77CUT STATE AGENCIES — "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNEC77CUT" AS ENDORSED BY THE U ° ryryc'�o�20 %� �° ��N//°�� CONNEC77CUT ASSOCIATION OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 ® or ?8 A r6,1 2 ^ jt 0 I AND IS INTENDED TO BE USED FOR AN IMPROVEMENT LOCATION SURVEY 's do aw// A h s F l/ Top RFC v o 2. REFERENCE PLAN — I PROPOSED SINGLE FAMILY RESIDEN77AL DEVELOPMENT CLARK ESTATES PREPARED FOR �/ MANNARINO BUILDERS, INC. PLOT PLAN 140f CLARK STREET, SOUTH WINDSOR, CONNECTICUT ^�68�yr / /��0 ��o� o SHEET S-1 SCALE; 1 /N. = 40 FT. REVISIONS TO 10-29-14, ALFORD ASSOCIATES, INC., CIVIL \ 7 2 ��e ENGINEERS, W/NDSOR, CONNECT/CUT'° r; 3. AREA OF UNIT 2 = 11,147 SQ.FT. = 0.256 ACRES. o a A• \ clF� 4. ZONE OF SUBJECT PARCEL IS DESIGNED RESIDENCE ZONE. RIGHT TO DRAIN MINIMUM YARD REQUIREMENTS: \ \ /�,�,��// G� P� /-/ + IN FA VOR OF UNIT 3 FRONT (ALONG FRANKS WAY) = 23 FEET i MINIMUM BETV✓EEN BUILDINGS / ® 0���G ° 2 40—FOOT YARD ALONG THE OVERALL PERIMETER 50pk F�,1°9� a ° ��ps Quo 5. APPLICANT MANNARINO BUILDERS, INC., % ROBERT MANNARINO ti p Jr� F° �, °oN°' I �s [14 o p J 400 CHAPEL ROAD, UNIT 3—F, SOUTH WINDSOR, CT 06074 \•9�. �r 6 ,� �� p0 W TEL. # 860-289-7055 Q `\ \ FL 12" ®\ %� X1cs'�•6 15>� y ��, OQ J Q, ce-los es ,� E 93 d V MAP PREPARED BY ALFORD ASSOCIATES, INC. 7 ti\�. s Bk c, as FFF�11�o$� �� H� Z (Z V o P.O. BOX 484, 200 PIGEON HILL RD., WINDSOR, CT 06095 �g S \\ ° F�No CIO G �11 m. Lu ®cgs a OFI 42,6' O 6. ELEVATIONS ARE BASED ON NA VD 88. °, T °�'G 3 7 THERE ARE NO ZONING VIOLATIONS WITH RESPECT TO THE LOCATION OF THE EXISTING FOUNDATION, AS SHOWN. � 0 6. AC del v, \ G 9 °O UNIT BOUNDARY RIGHT TO DRAIN \\r \ \ \\ "�'\ �\.��225.00' IN FAVOR OF UNIT 2 277 • V --'�� �-L=56.12'L-14'17- '27" I \ � I. \° "' TV \ �•k\\ \ \ (D \ \N w \\ \ F6] 0\C 1;�.DOF 7 I :ONC. PAD A W y o \ I \\ 1 II I c STEP but 5� �_ 4.6 DE CK EXIS ' n I e 12 1.5' C�OOPEO FD FO��106,1 r , LEGEND wv 5 T S FL=10 8t 1-W1 - �TE,TV WATER GATE 1 UNIT NUMBER _ — _w_ _ — WATER SERVICE LINE To TELEPHONE BOLLARD 6 STREET ADDRESS TR ❑ TRANSFORMER ON CONCRETE PAD (REFERS TO FRANKS WAY ) ® ELECTRIC MAN HOLE +xxx.x SPOT ELEVATION EIn® ELECTRIC METER EXIST. HOUSE EXISTING HOUSE TV CABLE TV BOX (6-16-15) AS—BUILT INFORMATION WAS FIELD VERIFIED ON THE DATE INDICATED *TV CABLE TV BOLLARD FF=119.37 FINISHED FLOOR ELEVATION __ _ UNDERGROUND GF=117.39 GARAGE FLOOR ELEVATION -T,E,TV ND TELEPHONE, ELECTRIC U CABLE TV SERVICES BF=110.87 BASEMENT FLOOR ELEVATION GM • I CONC. CONCRETE GAS METER GV I alr. CONC. BITUMINOUS CONCRETE X GAS GATE I OH w OR OVERHANG WINDOW '---G--------- GAS SERVICE LINE WINDOW OH ---FD------- FOOTING DRAIN LINE Hw HATCHWAY ---Co------- COLLECTOR LINE FOR FOOTING DRAINS VENT VENT FOR FIREPLACE FD FL=109t FOOTING DRAIN FLOW LINE AC❑ AIR CONDITIONING UNIT S SANITARY SEWER LATERAL ON CONCRETE PAD HYDRANT S FL=109t SANITARY SEWER LATERAL FLOW LINE GRAPHIC SCALE aA®Q®Boas® �����"'��•,f TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS 30 0 3o so ®®®®®OF°CONNEc��.. �p�!pF CONfyFO'�r,�. PREPARE® FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. MANNARINO BUILDERS INC. IN FEET ) ° `J • v o �' �'a L.S. N0. 9344 IMPROVEMENT LOCATION S�R��� No. 9344 ; .. 93 '.` Cl VlL ENGINEERS THE LOCATIONS OF UNDERGROUND UTILITIES ARE ® � ?�O �o, ���.�' ?�O �op,,�'� �,.' ( ' WINDSOR, CGINECTICUT APPROXIMATE AND ALL UTILITIES MAY NOT BE ® o '-.• ENS ,,° a 4p�•'••• Eros °° o CLARK ES TA TES o®®®®�SSIONALp°�NG� ' 0�0•S U RN0 J�� • SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 6-19-15 AS—BUILT INFORMATION FOR UNIT 2 ®®®®® �� ••••.,uui�� + ' WILSON M. ALFORD,JR.,P.E.&L.S. iI SHALL CALL 1-800-922-4455 AND HAVE THE UNIT 2 — UTILITIES MARKED ON THE GROUND. DATE REVISION o NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 14 FRANKS WAY SOUTH WINDSOR, CONNECTICUT SCALE: 1 IN. = 30 FT. DATE: DEC.17, 2014 SS: PPP-2 D:M13073PP P:M13073 FOLDER:MANNARINO-140 CLARK S i NOTES - L ' 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SEC77ONS 20-300b-1 THROUGH 2O-300b-20 OF THE REGULA77ONS OF CONNEC77CUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNEC77CUT" AS ENDORSED BY THE •-- -v -� II — — ' - / \ I �'1�/\ /�-/ /'nAIAIC/'T7/`117 ACCn/'`lATlnAI nr- I AAM C1I01/CV/10C /A/J` lT IC A IIAAITC ) 00n0C0TV/,4nl1AfllACV {IAA j�f �`•,, / ,7/•O/ VV/V/VLV IIVV I /1✓✓VVI/""1 IIV/V VI L/ [VV ✓VI\V"I Vl%✓, II VV.. I I I✓ r LIIVI/I— I I,— LII I I/_V Y✓ ,,, i // /� SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 ems '/� a f/ ®� �rs®� / ,` AND IS INTENDED TO BE USED FOR AN IMPROVEMENT LOCATION SURVEY. 0 OJ 2. AREA OF UNIT 2 = 11,147 SQ.FT. = 0.256 ACRES. .t✓ / /y d / ///'\ �:= d'_© ny' 3 7ON_F OF _SI_]_R,l_FCT PAP(_`_Fl l._S I�FSIGNFID PFS/nFN(F 70AIF 1 ,I �\ Qdt f� MINIMUMvYARDvREQU/REMENTS.� ..�� ..��.. �.. .._. Jam/ / / CD / QQ�r I cf FRONT (ALONG FRANKS WAY) = 23 FEET /� ' �'r / F / / /3 t'1 ,, 9 - 20' MIN/MUM BETWEEN BUILDINGS >>> �\, ZN? b N 40-FOOT YARD ALONG THE OVERALL PER/METER 00 7 \ /� /� ,,:-!` �� "PROPOSED SINGLE FAMILY RES/DENI7AL DEVELOPMENT CLARK ESTATES PREPARED FOR MANNAR/NO BUILDERS, INC. PLOT PLAN 140f CLARK STREET, SOUTH W/NDSOR, CONNECTICUT — SHEET S-1 SCALE, 1 IN. — 40 FT. REVISIONS TO 10-29-14, ALFORD ASSOCIATES, INC., CIVIL 01a� �P ,� Z ENGINEERS, WINDSOR, CONNEC77CUT" 0 11 �n I c Annll/�AAIT_ 1/AAIAIAnlAl^ nfill r n IA/^ _ /_ n/lnrnr 1/AAIAIAnIAI/ / f / 116/ %r I 3 w U. HI'l-Ll4HlV I. MHIVIVHfN/lVU QUILUCfCJ, //VU., CV° moor- C I MH/V/VH/T//VU � O 400 CHAPEL ROAD, UNIT 3-F, SOUTH W/NDSOR, CT 0607494 I 0 V TEL. # 860-289-7055 ' /- 4 MAP PREPARED BY- ALFORD ASSOCIATES, INC. LQ_ ^^ �\ 6 - ^ � ,5E N� I M, Z P.O. BOX 484, 200 PIGEON HILL RD., IMNDSOR, CT 06095 ` S/n \ F� � �� ��ti�F `'' Nu"c, 6. ELEVATONS ARE BASED ON NA VD 88. my?RZvl F O O9 6 43.8' �� i SPNF��1 � Z THERE ARE NO ZONING WOLA77ONS WITH RESPECT TO LOCATION OF FOUNDA7ON, IF ERECTED AS SHOWN. ,h �/� n3% (O C� R- CnN7RACTnR .SHAI I VFR/FY /nCAT/nN AAln Fl FVATInN nF FXIS77NG IJTII_ITIFS PRIOR TO °s`'�\\'a 5 �165 �' Not Ay�3 J ESTABLISHING FINAL GRADE OF PROPOSED FOOTINGS AND FOUNDATION. CONTRACTOR SHALL tt 9 136' Z INSTALL TEMPORARY EROSION CONTROL MEASURES FOR STOCKPILED MATERIAL AND AT THE TOPS OF SLOPES DURING FOUNDA7ON EXCAVA770N. M/RAFI FABRIC SILT FENCE AND/OR TEMPORARY VEGETA7ON /F PILES ARE TO REMAIN /N PLACE FOR EX7ENDED PERIODS OF 77ME. 9_ nUR/NG CnN.STRUCT10N. M/RAFI FARRIC CHECK DAMS ALONG SWALFS MY BE REQUIRED BY 01000, TOWN STAFF. 10. PRIOR TO STAR77NG CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION Tm 1 OR O n CONTRACTORL THE RECEIVED HAS AND THOROUGHLY REVIEWED CALL PLANS AND 7HERDOCUMENTSBY A OF THE PERMITTING AUTHOR/TIES. \ \ \ I 11. PROPOSED HOUSE — \ 3: \\ S PROPOSED GARAGE FLOOR = 11 Z5 PROPOSED TOP OF FOUNDA 77ON = 118.5 PROPOSED FIN/SHED FLOOR = 119.5 ; `I'` _. XG, " APPROX/MATE BASEMENT FLOOR = 110.8 (8' HIGH WALLS).\ _ s,, ���- �� W,6 TER /�l!Al IT`/ Ftq .._U _ _ IT4 _ W�— 1 - -- �� "" l U/" '✓i' Fv UNDATl U:V TO vc h ;,,lh%!%V)lllVl V!- i_/G/I l (8) iN l-lE /;t 0V'i_ Il7E FINAL E iER'i i? 0 j09 GRADE. j08 j07 USE GARAGE FLOOR ELEVA77ON TO SET GRADE OF HOUSE. ADJUST OTHER FLOOR ELEVATIONS 106 106 105.8 BASED ON THE ARCHITECTURAL PLANS. LEGEND - ''370___ EXIS77NG CONTOUR CONS772UC77ON ENTRANCE PAD- SEEDING SCHEDULE - NOT TO SCALE x 310.0 EXISTING SPOT GRADE PRANK'S WAY ALL DISTURBED AREAS NC-`' PAVED OR LANDSCAPED SHALL BE LOAMED WITH 4" MINIMUM OF TOPSOIL. SEED AS INDICATED BELOW. CONDITION SOIL 310 PROPOSED CONTOUR 0 000 oOo aOo oOo oo° WITH FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST. ?�'o°°0'o°°CPO' ''O°CPoC PROPOSED SPOT GRADE 0 000 000 000 000 00 NOTES: 310.0 �0 000 506 X*0 0°6pOc 1. THE PURPOSE OF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE PERMANENT VEGETATIVE COVER: 0 0o0 0o0 000 000 00 2 THE TRACKING OR FLOWAGE OR SEDIMENT ONTO EXISTING PAVEMENT. SEEDING DATES: APRIL 1 TO JUNE 15 & SEPTEMBER 1 TO OCTOBER 15 � GRADE TO DRAIN °Cf'oo,C1'oo,CPo,CPo,CPo OR AT OTHER TIMES, WEATHER PERMITTING SURFACE WATER /S TO BE DIRECTED AWAY FROM THE HOUSE AND GARAGE 0 000 000 o00 000 00 0 2. BEFORE CONSTRUCTION ENTRANCE INSTALLATION, THE AREA OF THE °0o°°�oo,CPoo,CPo°(�°° N ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER „ 0 000 000 000 000 00 UNDESIRABLE MATERIAL. LAWN AREAS: S PROPOSED 6 0 SANITARY SEWER LATERAL °�o°°�'o°°�oo°�o°C 000 USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER: LATERAL TO HOUSE SHALL BE SET AT A MINIMUM OF 2.0% GRADE 0 000 000 000 0°0 00 U KENTUCKY BLUI=GRASS 45% CPoCPoCPO,c,OCPo 3. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL PROPOSED WATER SERVICE ° o ° o ° o ° o ° o ° w PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO EXISTING PAVEMENT. CREEPING RED FESCUE 45% W Oo00o00 000 000 00 �,OCp,O°�o°°(o°,c,O J THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR PERENNIAL RYE GRASS 10% FD PROPOSED 6"0 FOOTING DRAIN LINE 0 000 006 000 000 00 ADDITIONAL LENGTH AS CONDITIONS REQUIRE. APPLY 1-3 LBS./1000 S.F. C Poo,CP o°CPoo,CP o°CPoo 0 000 00 0 00 0 00 0 00° CV CHECK VALVE /S REQUIRED ON FOOTING DRAIN LINE AT HOUSE TEMPORARY VEGETATIVE COVER: PROPOSED GAS SERVICE TO CONNECT TO EXIST. IN STREET PLAN 4" MINIMUM CONN. SEEDING DATES: MAFCH 1 TO JUNE 15 & AUGUST 1 TO OCTOBER 15 G DOT 2" STONE OR AT OTHER TIMES, WEATHER PERMITTING T,E,TV PROPOSED TELEPHONE, ELECTRIC & CABLE TV SERVICES TO CONNECT FILTER FABRIC USE THE FOLLOWING SEED OR EQUAL AS APPROVED BY DESIGN TO EXIST. IN S77REET WIDTH= 10' MIN. ENGINEER — - M/RAFI FABRIC FENCE — TO BE PLACED PRIOR TO ANY CONS7RUCTTON AND ANNUAL RYEGRASS 100% SHALL REMAIN IN PLACE UNTIL DISTURBED AREA /S STABILIZED APPLY 1 LB./1000 S.F. SECTION CONS77?UC77ON EN7RANCE PAD GRAPHIC SCALE �pin�•°°° n"""OB° TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS 30 0 3o so �e$01 V CONNFlT,�� 'e�e�pF,CONIyF0,/,0, PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. F°%��16 G� �''��P'y°� =G�= MANNARINO BUILDERS INC. v L.S. N0. 9344 ( IN FEET ) :*;� A;*` ` *� TION SURVEY IMPROVEMENT LOCA THE LOCATIONS OF UNDERGROUND UTILITIES ARE _ '; No. ���'� ��' °U � No. 9344' , �. Cll/lL ENGINEERS �'•�PoF- /CENSE�•'���e!o ll-.o q-�!CENSE�•y o�� WINDSOR, C®NNECTICUT APPROXIMATE AND ALL UTILITIES MAY NOT BE CLARK ESTA TES •+++ASS/ONAL , �►� •+++e„�,�„���1��' / + WILSON M. ALFORD,JR.,P.E.&L.S. SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CALL 1-800-922-4455 AND HAVE THE 77 UNIT 2 — UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 14 FRANK'S WAY SOUTH WINDSOR, CONNEC11CUT SCALE: 1 IN. = 30 FT. DATE: DEC.17, 2014 SS: PPP-2 D:Ml3073PP P:M13073 FOLDER:MAN NARINO-140 CLARK ST SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT JUN U 12016 • *****FOR C OF O***** LS'O'JTHINDSOR R MNING DEPT. ADDRESS LOT/UNIT# Reviewed by $Q (Engineering) CONTACT/DEV_ Date Reviewed L t i c. A my /Denied PH# Reviewed by (Planning) Date Submitted Date Reviewe ! L pproved enied. Date Reviewed Approved/Denied(Health) As required in the Zoning and/or Subdivision Regulations,no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A 1. Approved building permit plan 2. Finish grading per approved / building permit plan 3. Site work; i.e.trees,shrubs, dumpsters,required parldng 4. Utility location; a. sanitary sewer/septic systems b. foundation drain C. electrical&telephone d. water e. other G,tf _. S. Sewer connection charge paid 6. Appropriate certification 7. Bonding $. Planning&Zoning/ Inland Wetlands Considerations a. Lighting b. Signage Freestanding Wall C. Fee in lieu of Open Space COMMENTS: s/engineering/molloy/site mmpliance cheddist I • Lot #2 Franks Way HVAC Load Calculations for Mannarino Bids RHVACRI~SIDEN7YAL HVAC LOADS I Prepared By: Stephen P. Smith Advanced Htg&AC Wednesday, March 04, 2015 Rhvac-R-Aidential S Light Coarrrwrcial HVAC Latins Elite Software Development,Inc. Advanced Htg&A/C Lot#2 Franks Way South Windsor,CT 06074 -_ _-` _ Page_22J System 1 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air' Room rea Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM —Zone 1-- 1 Living 268 8,306 108 1-7 488 2,866 373 130 1.00 130 130 2 Dining 113 5,078 66 1-5 579 1,735 237 79 1.25 99 79 3 Kitchen 169 2,452 32 1-4 513 984 95 45 1.25 56 45 4 Master Bed 234 10,268 133 2-6 476 4,111 432 187 1.00 187 187 5 Bed 2 276 5,556 72 1-6 604 2,607 213 119 1.00 119 119 6 Study 238 5,665 74 1-6 610 2,631 243 120 1.25 150 120 System 1 total 1,298 37,325 485 14,934 1,593 679 740 679 System 1 Main Trunk Size: 10x12 in. Velocity: 865 ft./min Loss per 100 ft.: 0.133 in.wg Wooling System Summary ---- --- --- - -- Cooling Sensible/Latent Sensible Latent (otal Tons Split Btuh Btuh Btuh Net Required: 1.38 90%/ 10% 14-,934 1,593 16,527 Recommended: 1.66 75%/25% 14,934 4,978 19,912 Equipment Data Heating System Cooling System Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Users\Owner\Dropbox\Projects\317 King St.rhv Wednesday, March 04, 2015, 2:35 PM DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 150ON00 APP OV 1540 SULLIVAN AVENUE 644-2511 EXT.230 Bldg.Permit# •1 11 tS U MU?r� (Date) (Building Ins�ctor Application must be printed or typed FEE SCHEDULE Location of Job: ,I�Ate/ $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 --1- APPLICANT ADDRESS APPLICANT PHONE# CF li\ C1 1 0 \�� OWN $F OWNER '4< OWNER ADDRESS \l U C Aa.p, # OWNER PHONE O GO C ESTIMATED COST $ Q U U ` IS THIS A CONTRACT COST? ✓YES NO a j FEE ENCLOSED$ 1 2 p TYPE OF JOB. hSUR•Cod New Install i VAlteration/Addition Repair 4�2,blj0i-7�'� Revised 12/22/11 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES NO BUSINESS CURRENT USE AND OCCUPANCY O ASSEMBLY O MERCANTILE O EDUCATIONAL FUTURE USE AND OCCUPANCY O FACTORY C3 STORAGE ENGINEER'S NAME PHONE O GARAGE O MIXED USE ADDRESS (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION ��Z }X it SIZE OF MAIN DRAIN NO. OF TOILETS STYLE NO. URINALS STYLE NO. OF BATHTUBS NO. OF SHOWERS I NO. OF LAVATORIES NO.OF CONDUCTORS SIZE 5— NO.OF STACKS ( SIZE AREA OF ROOF NO. OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW )o YES O NO SIZE OF WINDOW 2 X Z IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS (!WERPR SEPTIC TANK SIZE OF WATER MAIN I \1 SIZE OF WATER PIPING&RISER 3 WATER HEATER: TYPE _ . MANUFACTURER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 2 C3 3 �' - 1 C CONTRACTORS LICENSE NO. \ \ TYPE STATE SIGNATURE OF APPLICANT �� A�� 1�p�;1� DATE APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is BUILDING DEPARTMENT �c�p pd3'l O 1540 SULLIVAN AVENUE Bldg:Permit# 644-2511 ext. 230 j 5 b b o3 7 Date wilding Inspector Application must be printed or typed FEE SCHEDULE �! Location of Job: $041,000=$15.00 F Over$1,000= No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT T9Gy �J_�� 77T/� "s✓G APPLICANT ADDRESS j'��T4 A- Sy— sf��/�� Cam//✓�Irr ���� O�C/rj�� APPLICANT'S PHONE# 596-- OWNER Ow N Sot q� OWNER ADDRESS �e0 . ' r �iC/ �..� i.✓A Se CT 6 id 7 OWNER PHONE .J ESTIMATED COST .06 G +mil IS THIS A CONTRACT COST? ✓Yes No _ FEE ENCLOSED$ c;7, TYPE OF JOB: ye�Sy OR-CO V- New Installation`�S Alteration/Addition/Repair 26, Li 0 ( � 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 ❑ GA RAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE 6 O SIZE OF MAIN CONDUCTORS Y NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES U—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 - GcJ�/'rr'2/l .i�/.G/, w�,�j.�`✓C� ,�C/�li�i /L��d YI�— TIRE 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 _Ix l�5 Contractor Copy of Order WORK ORDER #32371 Ordered On: 12/31/14 ENG IN 181 GOODWIN ST Projected Delivery By: 01124115 ** C RPORATION PO BOX 51027 INDIAN ORCHARD, MA 01151 MANUFACTURERS OF ROOF & FLOOR TRUSSES Job: MANNARINO/CLARK ESTATES LOT 2 Phone(413)543.1298 Fax(413)543.1847 Toll Free(800)456-0187 LOT 2/#14 FRANKS WAY Nam.. SOUTH WINDSOR, CT D Sold To: Sanford & �Hawley PO - M VE , C�, . 59277 336 North Main Street Manchester, CT, 6040 06040 Ordered By: WENDY BURKE Attn:WENDY BURKE MAR p g 2�15 Phone: (860)-647-8924 geuth wl�artment Our Salesman: Paul Griswold gudd�n De Cancellation Date: 01/03/15 *' Truss Engineering's Shipping Department should be contacted 5 business days before your optimal delivery date. "Projected Delivery" dates are NOT scheduled ship dates. ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) LAYOUT BY:VVPGON:12/15/14 INFORMATION 30,0,10.0,0.0.10.0 PROFILE lQTYI PITCH TYPE BASE I O/A LUMBER OVRHG/CANT1 SHIPPING UNIT UNIT TOTAL 1PLY1 TOP aoT TRUSS ID SPAN I SPAN TOP eoT LEFT I RIGHT WDTH WEIGHT PRICE PRICE JACK-OPEN ____ 1 6.74 0.00 01 03-03-12 03-03-12 2 X 4 2 X 4 01-04-08 02-01-12 8 I 1 10.00 O.00I JACK02 02-07-08 7 PEN 02-05-12 02-05-12 12 X 412 X 4 Oa10-081 �J 1 7.001 0.00 JACK03 PEN 02-09-04 02-09-04 12 X 412 X 4I0Q70-081---- 02-01-12 7 21 10.00I 0.00 JACK-OPEN 03-11-12 103-11-12 2 X 412 X 4I6610481----- 03-10-09 11 1 110.0 0 I 5 .00I JACK-OPEN 103-01-03 103-01-03 2 X 412 X 4I0040481-- --- 03-01-12 II 11 1 I 7.00I 5.001 DD JACK-OPEN6103-07-08 1 03-07-08 2 X 412 X 4I004 04 8 -" 02-07-12 12 P 5 110.00 5.00 JACK-7 0 PEN 04-06-14 04-W14 2 X 4 2 X 4 00-f 0-08] - a Ill 19 z I 1 10.00 5.00 JAC08PEN 04-M14 04-06-14 12 X 412 X 4 00 f0-08]-----1 04-04-08 I 16 5 10.00 0.00 JACK-OPEN 04-06-14 04-08-14 12 X 412 X 4I00 f0=o81 - 04-04-08 13 1 5.74I O.00I DIAGONAL HIP 06-09-02 08-09-02 12 X 412 X 4IOf-04-08]-----1 03-09-08 I 24 I 1 5.74 2.87 DIAGONAL 02 HIPI 07-09-09 107-09-09 2 X 4I 2 X 4I01-04-091----- 03 08 I 31 I1 I 7.00 0.00 G0101F 44-09-00 144-09-00 2 X 412 X 4100-f0-08 j 00-10:0e 12-08-08 LL 203 ALF 2 Ply 7.00I O.00I H G02 HIP 48-09-00 14""0 2 X 412 X B 6646- 81I �I 03-10-09 I 221 1 I 7.00I S.00I HALF HIP I 1-----1 04-04-08 I 133 G03 28-10-08 28-10-08 2 X 4 2 X 4 6646- 8 1 7.00 5.00 H001F 126-10-08 26-10-08 I2 X 412 X 4IOa10-081----- 11-00-08 I 179 AMISO HALF HIP I -_---]-----� 07-02-M 224 1 7.00 0.00 MH01 46-09-00 46-09-00 2 X 412 X 41 00-10-08 1 I 7.001 0.001 HALF MH021P 1 46-09-00 1 46-09-00 2 X 412 X 4I00-f048j 05 06-09 202 I 1 7.00 S.00I HALF MH03lP 09-04-08 149 126-10-08 26-10-08 2 X 4I 2 X 4 06-10-081 LLL ALF HIP I 1 7.001 5.00 H MHU 1 26-10-08 126-10-06 I2 X 4I 2 X 4 0410-081----- 07-08-08 145 1 7.001 5.00 H MHO5IP 26-10-08 26-10-08 I2 X 4 2 X 4IOa10-08]---- -1 06-00-08 LLL 126 Contractor Copy of Order WORK ORDER #32371 Ordered On: 12/31/14 ` � ►1 ��� 181 GOODWIN ST Projected Delivery By: 01124115 ** ENGINEERING PO BOX 51027 CORPORATION INDIAN ORCHARD,MA 01161 MANUFACTURERS OF ROOF& FLOOR TRUSSES Job: MANNARINO/CLARK ESTATES LOT 2 Phone(413)643.1298 Fax(413)643-1847 Toll Free(800)456-0187 LOT 2/#14 FRANKS WAY SOUTH WINDSOR, CT Sold To:Sanford & Hawley - Man. PO: 59277 336 North Main Street Manchester, CT, 6040 06040 Ordered By:WENDY BURKE Attn:WENDY BURKE Phone:(860)-647-8924 Our Salesman:Paul Griswold Cancellation Date: 01/03/15 ** Truss Engineering's Shipping Department should be contacted 5 business days before your optimal delivery date. "Projected Delivery" dates are NOT scheduled ship dates. ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) LAYOUT BY:WPGON:12/15/14 INFORMATION 30.0,10.0,0.0.10.0 PROFILE QTYI PITCH TYPE BASE O/A LUMBER OVRHG/CANT SHIPPING UNIT TOTAL PLY TOP BOT TRUSS ID SPAN SPAN TOP BOT LEFT I RIGHT WIDTH WEIGHT PRICE PRICE ROOF 12-08-08 216 �{f� 1 7.00 5.00 T01 41-09-00 41-09-00 2 X 4 2 X 4 00-10-08 0-0 00-18 �1[� 6 1 7.00 5.00 TO AF 1 26-10-06 26-10-08 2 X 4 2 X 4 00-10-08 I 1 1 12-08-08 I 159 I I I1 7.00 0.00 RT022F 144-09-00 1 44-09-00 12 x a 2 x a 66-10=o8]6640=os] 12-08-08 202 11 I 7.00 0.00 T033F 146-09-00 46-09-00 2 X a 2 X a oa10-08] 1 12-02-09 251 1 I 7.00 0.00 R 004E 146-6-00 1 46-09-00 2 X 412 X a 60-10=081 - 1 10-06-09 255 ROOF 1 1 7.00 0.00 T05 1 46-09-00 1 46-09-00 2 X 412 X 4 60-16-08] 1 08-10-09 244 5 10.00 O.00I COMMON 1 24-05-00 124-05-00 2 X 4I2 X 4 00-10-08]60-10-08] 10-08-13 fI 119 ® I 5 1 10.00 0.001 6A COMMON 24-05-00 123-04-00 2 X 412 X 40-1 60:68] 10 08 13 1 117 ® I 1 110.00 0.001 COMMON 124-05-00 1 24-05-00 2 X 412 X 41 1 - I 10 08 13 I 135 ® 1 I 10.00 0.00 CTT07GEN 1 16-03-00 1 16-03-00 12 X 412 X 4 07-04-00 74 ® 1 1 7.001 0.001 VALLEY Vol 12-10-11 1 12-10-11 2 X 412 X 4 I 1 07-06-10 47 11 I 7.00 0.001 V V02EY 110-00-07 1 10-00-07 2 X 412 X 41 1 05-10-10 34 VALLEY 7.00 0.00 V03 1 07-02-02 1 07-02-02 2 X 412 X 4 - --1 04-02-10 � 22 VALLEY 1 1 7.00 0.00 VO4 1 04-03-14 1 04-03-14 12 X 412 X 4 1- 02-06-10 12 ROOF SUB-TOTAL: ITEMS CITY ITEM CATEGORY NOTES UNIT TOTAL PRICE PRICE 4 MiTek 24"Stabilizer- ox Stabilizer 50 Pces/Box-24"O.C.Roof Truss Stabilizer ITEMS SUB-TOTAL: ***** IMPORTANT NOTE ***** It is the,sole responsibility of the retailer to supply all attached drawings and information to their customer for review and approval Any and all changes must be received by Truss Engineering prior to the cancellation date. Any changes received after cancellation date may result in added charges and delay of order. No response before cancellation date will be perceived as a full approval of order. Truss Engineering is responsible for supplying only the material as listed on the order. SUB-TOTAL Deliveries are F.O.B. our truck to jobsite. Inability to access the jobsite or take delivery WIDE LOAD of order may result in additional charges. ESCORT FEE GRAND TOTAL *** THESE DRAWINGS HAVE BEEN REVIEWED AND ARE APPROVED AS AN ORDER *** Approved By: Approval Date: PO#: Requested Delivery Date: pv 3 o r =� m C v V) 2 c CA U300 � . D 50-00-00 O O W O Or 2 34-00-00 bo 5 06-00 0 0 0 N %TEN OVERHANG IN IFIELD O W G p� CJI 2-0 -00 2-00-00 -per, CIDT-M - �.� 3 8-06 CD Ito CDTO 5 06 G03 2- 0-00 � MH05 2- 0-00 MH04 2- 0-00 CD N b MH03 2- 0-00 N N o 060 H01 2- o-oo n (2 c iv V LVI all 03 o b 0)) =; o T01 16-04-00 0 CD ��'. G01 - CL 02 1-11-11 CD GO W T03 -00-00 Sbo T04 -00-00 T05 -00-00 to b MH01 -00-00 b o d MH02 00-00 N 0 $ G$02 -00-00 N CO 46-00-00 0 0 50-00-00 is non-structural placement plan is provided for identifying the location of trusses as supplied by Truss Engineering Corporation(TEC). No responsibility is taken jmH m m r implied by TEC for the structural Integrity of the structure below the trusses or the affects of TEC's product on the structure as a whole. The truss installer shall m r Z ollow,all EICSi recommendations,construction document specifications as well as any site specific requirements to ensure safe and proper installation. No bading 3 all be applied to trusses until properly and fully Installed,Including all sheathing,hangers,wall anchors,lateral web bracing(as shown on individual shop m $ rawings),and permanent bracing(as required by the construction documents). Installation contractor shall refer to the individual truss shop drawings for all V i ructural requirements of trusses,Including but not limited to bearing locations and requirements,ply to ply nailing,lateral web bracing,and truss spacing. Truss �j ngineering Corporation strictly adheres to the'Standard Responsibilities In the Design of Metal Plate Connected Wood Trusses'as defined by TPI Chapter 2 10 $ � C � available upon request)regardless of any)ob specific specifications unless clearly defined otherwise In writing by TEC. ;G x rr� is rum C) W is placement plan is Truss Engineering Corporation's INTERPRETATION of plans and drawings as supplied to us. The building owner/owner's agent Is solely nt♦� ZN N• possible for verifying all dimensions,geometry,bads and bad requirements for accuracy and full compliance to construction documents and shall be r_zl A �p o ponsible for notifying TEC Immediately of any discrepancies. The building owner/owner's agent Is responsible for coordinating all construction details between 05 "des. Truss Engineering Corporation is NOT responsible for field verification of dimensions or special conditions. No trusses supplied by Truss Engineering a orporation may be cut,drilled,or altered In any way without first contacting TEC and receiving engineering documents allowing such. , 1 Job Thus Truss Type jQtY Ply MANNARINO/CLARK ESTATES LOT 2 32371 VtJ4 Valley 1 1 . Job Reference(optional) Truss Engineenng Corp.,Indian Orchard,MA 01151 7.5W s Nov 26 2013 MiTek Indushes.Inc. Tue Jan 06 06 44.07 2015 Page-1 ,� ,� p ID:y9hPLItZnJJPeCmVzug8ndy8kut-kO7Nw7KEIZcFshbcK7clVShe8YXID5eddK4z3tzyABs i 2 +1.� 1.5x4 7.00 12 1c,: Ike.llirf� p i 01 3;!JM tU 4�r OyTTl W1 1 B1 0 3 2x4 i 1.5x4 LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) Vdeft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 029 Vert(LL) Na Na 999 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.14 Vert(TL) We - n/a 999 BCLL 0.0• Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n1a rya BCDL 10.0 Code IRC200WTPI2007 (Matrix) Weight 12 It; FT=10% LUMBER TOP CHORD 2x4 SPF No.2 NOTES (8) BOT CHORD 2x4 SPF Nat 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=5.0psf;h=25f;Cat II;Exp B; WEBS 2x4 SPF Stud enclosed;MWFRS(low4ise)gable end zone and C-C Exterior(2)zone;cantilever left BRACING and right exposed;C-C for members and forces&MWFRS for reactions shown; TOP CHORD Lumber DOL=1.60 to Stnxcrxal wood sheathing directly applied or 4-"oc pur6ns,except end verticals. f� grip bottom chord BOT CHORD 2)Gable requires continuous bottom ctrord bearing. Rigid ceiling directly applied or 10-0-0 oc bracing. with This truss has been designed for a 10.0 psf bottom chord live bad noncono Trent with any other five bads. 4)•This truss has been designed for a five bad of 20.0psf on Me bottom chord in all REACTIONS (lb/size) areas where a rectangle 3-6-0 tall by 1-0.0 wide will fit between the bottom cord and 1 184/4314 (min.0-1-8) 3 184l4314 (min.0 1�) �Y other members. Max Horz 5)Al bearings are assumed to be SPF No2. 1 = 82{LC 6) 6)Provide mechanical connection(by others)of truss to bearing plate capable of Max Uplift withstanding 100 b uplift atjoint(s)1,3. 1 = 12(LC 6) 7)This truss is designed in accordance with the 2009 International Residential Code 3 -60(LC 6) sections R502.11.1 and R802.102 and referenced standard ANSVTPI 1. Max Grav 8)Al Plates 20 Gauge Unless Noted 1 = 184(LC 1) LOADCASE(S) 3 = 184(LC 1) Standard FORCES (b)-Max CompJMax.Ten.-Al forces 250(lb)or less except when shown. _... ,_ _,. _�- _ _ _...�_., _ __ _ �_ __ _, _-_� ..��_<.�,.�.-may.,. Job Truss Tens Type aty ply IMANKAFUNO/CLARK ESTATES LOT 2 32371 VO3 Valley 1 1 Job Reference o tonal Truss Engineering Corp.,Indian Orchard.MA 01151 7.WO s Nov 25 2013 MiTek Industries.Inc.Tue Jan 06 06 44 012015 Page.1 D:y9h PLRZnjJ PeC mVzug8ndy8kut-vEm6f4GTAjs58m7SzsVuFB Rdj7 VTpMzkFOdesDzyAB , 7-2-12 , 7-2-12 1.5x4 it ti� � I• ,' � 3 r a ¢ + 3 j 6 7.00 tz hr� r 'n��r 1x4 II z W1 T 1 oU B1 Ui 4 0 5 4 2x4 1x4 II 1.5x4 LOADING(psf) SPACING 24)-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 022 Vert(LL) rite rVa 999 MT20 1971144 TCDL 10.0 Lumber Increase 1.15 BC 0.10 Ved(TL) rVa rVa 999 BCLL 0.0• Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 rVa rite BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight 23lb FT=10% LUMBER TOP CHORD 2x4 SPF Not BOT CHORD Zx4 SPF Not WEBS WEBS 2x4 SPF Stud 2-5=-335/193 OTHERS Zx4 SPF Stud BRACING NOTES (8) TOP CHORD 1)Wind:ASCE 7-05;100mph;TCDL=42pst BCDL=5.0ps$h=25$CaL II;Exp B; Structxal wood sheathing directly applied or 6.0-0 oc purlins, except end verticals. enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)zone;cantilever left BOT CHORD and right exposed;C-C for members and forces&MWFRS for reactions shown; Rigid ceiling directly applied or 10-0-0 oc bracing. Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. REACTIONS (Ib/size) 3)This truss has been designed for a 10.0 psf bottom chord live bad norxonwmri 1 = 80/7-2-2 (min.0-1-8) with any other five bads. 4 = 15517-2-2 (min.0-1-8) 4)'This truss has been designed for a rive load of 20.Opsf on the bottom chord in all 5 = 419/7-2-2 (min.0-1-8) areas whore a rectangle 3-6.0 tall by 14)-0 wide will fit between the bottom chord and Max Horz any other members. 1 = 139(LC 6) 5)All bearings are assumed to be SPF No.2. Max Uplift 6)Provide mechanical connection(by others)of truss to bearing plate capable of 4 = 37(LC 6) withstanding 100 b uplift at joint(s)4 except")5=133. 5 = -133(LC 6) 7)This truss is designed in accordance with the 2009 International Residential Code Max Grav sections R502.11.1 and R802.102 and referenced standard ANSVTPI 1. 1 = 80(LC 1) 8)All Plates 20 Gauge Unless Noted 4 = 155(LC 1) 5 = 419(LC 1) LOADCASE(S) Standard FORCES (b)-Max CompJMax Ten.-AN forces 250(lb)or less except when shown. Job Truss Thus Type 7QtY car MMANNAMNOICLARK ESTATES LOT 2 32371 V02 Valley 1 rence(optional Truss Engineering Corp.,Indian Orchard,MA 01151 7.500 s Nov 26 2013 MiTek Industries.Inc. Tue Jan 06 06.43.55 2015 Pe-1 ID:y9hPLIQnjJPeCmVzug8ndyBkut-45PrO1 Bhat6yQrgldc000wBc8iSIPfSrtSAKfLzyACx 10-1-1 I tiytiti�tylr�lsN�Ngri/�t/ Al ♦rf�,lro 2.5x4 ti' *r*f ) S 4 C-1 010.11U4 }�+ y� '1 kr1 zoo u � -� r""• Ni 3 f"fart�� h„�A11�� 8 Z.B11 T 4 0 2x4 i 7 6 10 5 2x4 1x4 II 1x4 II LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) Well Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 023 Vert(LL) n1a - n/a 999 MT20 1971144 TCDL 10.0 Lumber Increase 1.15 BC 0.12 Vert(TL) rVa - rVa 999 BCLL 0.0' Rep Stress Ina YES WB 0.10 Horz(TL) 0.00 5 rVa rVa BCDL 10.0 Code IRC2009IM2007 (Matrix) Weight 34 lb FT=10% LUMBER TOP CHORD 2x4 SPF Not NOTES (8) SOT CHORD 2x4 SPF Not 1)Wind:ASCE 7-05;1100mph;TCDL=42psf;BCDL=5.Dpsf;h=25ft;Cat II;Exp B; WEBS 2x4 SPF Stud endosed;MWFRS(k>w4ise)gable end zone and C-C Extenor(2)0-6.8 to 3.6-8. OTHERS 2x4 SPF Stud Intenor(1)3.6.8 to 5.8-6,Exterior(2)5S8 to 9-11-5 zone;cantilever left and right BRACING exposed;C-C for members and forces 3 MWFRS for reactions shown;Lumber TOP CHORD DOL=1.60 plate grip DOL=1.60 Structural wood sheathing directly applied or 6-0-0 oc purlins,except end verticals. 2)Gable requires continuous bottom chord bearing. BOT CHORD 3)This truss has been designed for a 10.0 psf bottom chord five bad nonconc Trent Rigid ceiling directly applied or 10-0.0 oc bracing. with any other live bads. RE 4)•This truss has been designed for a five bad of 20.Opsf on the bottom chord in al REACTIONS AN bearings 10 6 7.-Max Horz areas where a rectangle 3-"fall by 1-0-0 wide will fit between the bottom chord and 1=18Horz 6) any other members,with BCDL-10.Opsf. Max Uplift 5)AI bearings are assumed to be SPF No.2. ch uplift 100 lb or less at)olnt(s)1,5 except 6=105(LC 6)Provide mechanical connection(by others)of buss to bearing plate capable of AI Ali 7=114(LC 6) withstanding 100 Ib uplift at joint(s)1,5 except Ot=1b)6=105.7=114. Max 11 7)This truss is designed in accordance with the 2009 International Residential Code AN reactions 250 lb Or less atjoint(s)1,5 except sections R502.11.1 and R802.102 and referenced standard ANSVTPI 1. 6=478(LC 1),7=314(LC 1) 8)Al Plates 20 Gauge Unless Noted FORCES (6)-Max.CompJMax.Ten.-AI forces 250(lb)or less except when shown. LOAD CASE(S) WEBS Standard 16=-3"177,2-7=2 6811 5 0 Job Truss Truss Type City Ply MANNARINO/CLARK ESTATES LOT 2 32371 Vol Valley 1 1 Jab Reference banal Truss Engirmering Corp.,Indian Orchard.MA 01151 7.500 s Nov 26 2013 MiTek Industries.Inc. Tue Jan 06 06 43.512015 Page-1ID.y9hPLRZnjJPeCmVzug8ndy8kut-CJ9KZf8C WfbWxDMXOmKYr4M54JTg3GygC7WozyAC 12-11-6 12-11-6 ���,N t:t.•Nulrk, 2.5x4 4 e t r 7.00 V2 3 10 1x4 11 9 2 8 T 131 0 0 3x4 7 12 6 S 1x4 1x4 2x4 LOADING(psf) SPACING 2-" CS1 DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 026 Vert(LL) Ma - n/a 999 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.15 Vert(TL) Na - rVa 999 SCLL 0.0' Rep Stress Ina YES WB 0.17 Horz(TL) 0.00 5 n1a n/a BCDL 10.0 Code IRC200WTPI2007 (Matrix) Weight:47 b FT=10% LUMBER TOP CHORD 2x4 SPF No.2 NOTES (8) BOT CHORD 2x4 SPF Not 1)Wind:ASCE 7-05:100mph;TCDL=42pst;BCDL=5.Opst h=25fk Cat.II;EV 8; WEBS 2x4 SPF Stud enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)04-8 to 3.6-8. OTHERS 2x4 SPF Stud IMenor(1)3-"to 9-9-10.Exterior(2)9-9-10 to 12-9.10 zone;cantilever left and right BRACING exposed;C-C for members and forces S MWFRS for reactions shown;Lumber TOP CHORD DOL=1.60 plate grip DOL=1.60 Stnxtural wood sheathing directly applied or 6-0-0 oc pudins,except end verticals. 2)Gable requires continuous bottom lard bearing. BOT CHORD 3)This truss has been designed for a 10.0 psf bottom chord Nye bad nonconcurrent Rigid ceiling directly applied or 10.0-0 oc bracing. with any other Eve bads. REACTIONS AN bearings 12-10.11. 4)•Thus truss has been designed for a Nye bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-"tall by 14-0 wide will fit between the bottom chord and (lb)-Max Horz arty other members.with BCDL=10.Opsf 1=229(LC 7) 5)All bearings are assumed to be SPF Not. Max Uplift 6)Provide mechanical connection(by others)of truss to bearing plate capable of AE uplift 100 b or less atjoint(s)5 except 6=126(LC 7), withstanding 100 b uplift atjoint(s)5 except(it--lb)6=126.7=144. 7=144(LC 6) 7)This truss is designed in accordance with the 2009 International Residential Code Max Grav sections R502.11.1 and R802.102 and referenced standard ANSI/rPI 1. AS reactions 250 tb or less at joings)1,5 except 8)AN Plates 20 Gauge Unless Noted 6=547(LC 1).7=486(LC 1) FORCES (b)-Max CompJMax Ten.-AD forces 250(b)or less except when shown. LOAD CASE(S) WEBS Standard 3-6=323/174,2-7=361/172 Jab =T07GE Truss Type Oty Fly MANNARINOICLARK ESTATES LOT 2 32371 Common Supported Gable 1 1 Job Reference o tional Truss Engineering Corp.,Ind an Orchard,MA 01151 7.500 s Nov 26 2013 Mi ek Industries,Ina Tue Jan 06 06.43.47 2015 Paget ID:y9hPLltZnjJPeCmVzug8ndy8 kutJYwpjl5hTQ55Sc3m9wFchEsF W UjOX7vg t DEv N t zyAC 8-1-8 , 16-M , 8-1-8 8-1$ titik��t ej»rr+rat)U2Jfi axe 5 fie.tiCt'1 1.5x4 1.5x4 y ?� r`% 1.5x4 I I rrrr,r, r•r r e�ar�ti 1.5x4 3 7 1.Sx4 II 1.5x4 2 8 STI Ell U 9 1 O 30= 3x4= 16 15 14 13 12 11 10 1 x4 1x4 11 1 x4 11 1 x4 1 x4 1 x4 1 x4 11 -10 16-M -10 154-8 Plate Offsets Y 1:E ,OJZ10, 9:0-U,0-0-10 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.14 Vert(LL) n/a - n1a 999 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.15 Vert(TL) n/a - n/a 999 BCLL 0.0' Rep Stress Ina YES WB 024 Horz(TL) 0.00 10 Na n1a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight 74 b FT=10% LUMBER TOP CHORD 2x4 SPF No.2 NOTES (11) BOT CHORD 2x4 SPF No.2 LOAD CASE(S) OTHERS 2x4 SPF Not 1)Unbalanced roof Eve bads have been considered this design. Standard BRACING enclosed; Wind:ASCE 7-05;100mph;TCDL=42psf BCDL=5.S.Opsf;h=25ft:Cat II;F�B; TOP CHORD enclosed;MWFRS(lowtise)gable end zone and C-C Comer(3)0-0-0 to 3-M. 3 Structural wood sheathing directly applied or 10-0-0 oc purins. Exterior(2)3-M to 5-1-8,Conr"3)5-1-8 to 8-1-8.Exterior(2)11-"to 130 zone; cantilever left and right exposed;C-C for members and forces 6 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Rigid ceiling directly applied or 6-0-0 oc bracing. 3)Truss designed far wind bads in the plane of the truss only. For studs exposed to RE wind(nomral to the face),see Standard Industry Gable End Details as applicable.or REACTIONS All bearings 14 6 0.Max Horz consult qualified building designer as perANSVTPI 1. 16=Horz 4) 4)Gable studs spaced at 24)-0 oc. 5)This Ass has been designed for a 10.0 psf bottom chord live bad nonconaxrent Max Uplift All uplift 100 lb a less at joint(s)14,12,10 except with any other haslive loads. 15=173(LC 5),16=100(LC 7),11=169(LC 4) are This truss has been designed for a five bad will 2fit bet a the bottom chord in all Max Grav areas where a rectangle 3&0 tap by 1-0-0 wide wip fit between the bottom chord and AN reactions 250 toor less at joint(s)15,11 except any other members,with BCDL=10.0psf. 13=399(LC 1),14-313(LC 10).16=311(LC 10),12=313(LC 11). 7)All bearings are assumed to be SPF No-2. 10=311(LC 11) 8]Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 b uplift atjoint(s)14,12,10 except(jtdb)15=173,16=100,11=169. FORCES (b)-Max CompJMax.Ten.-AN forces 250(lb)or less except when shown. 9)Non Standard bearing condition. Review required. 10)This truss is designed inaccordance with the 2009 International Residential Code WEBSWEBS 4/0 sections R502.11.1 and R802.102 and referenced standard ANSVTPI 1. 11)AN Plates 20 Gauge Unless Noted Job Truss Truss Type Oty %r MANNARINO/CLARK ESTATES LOT 2 32371 T06GE Common Supported Gable 1 1 Job Reference tional Truss Engneenng Corp..Indian Orchard,MA 01151 7.500 s Nov 26 2013 MiTek Industnes,Inc.Tue Jan 06 07.10.26 2015 Paaggee 1 ID:yghPLltZnjJPeCmVzug8ndy8kut-7A7IJ2RhujYCoLo4KFRa7Ra WR2RthCg 1jU40?rzy9p 12-2-8 24-5-0 12-2-8 12-2-8 �a•"r�'> CON 1 !�14 7 1 t 1.5x4 1.Sx4 II � g 1.5x4 11 1.5x4 11 10.00 12 9 'y{1J�i �ylKlb��+i;�ti� 5 e"Ift tl'I ltl A155, 1.Sx4 II 1.5x4 4 10 01 1.5x4 II 1.5x4 II 3 5 11 1.5x4 q 1.5x4 11 2 12 1 1 1 3 N N 3x4 3xa Io 25 24 23 22 21 20 19 18 17 16 15 14 3X4 0T10r8 24-5-0 , 0210-8 23-" Plate Offsets Y 1:Ed .0-0-10, 13:Ed ,0.0-10 LOADING(psf) SPACING 2110 CS1 DEFL in (loc) Well Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.17 Vert(LL) n/a - n1a 999 MM 197/144 TCDL 10.0 Lumber Increase 1.15 BC 025 Vert(TL) nla - rVa 999 BCLL 0.0• Rep Stress Ina YES WB 0.18 Horz(TL) 0.01 14 Na n/a BCDL 10.0 Code IRC2009IM2007 (Matrix) Weigh 135lb FT=10% LUMBER TOP CHORD 2x4 SPF NO2 9)Provide mechanical connection(by others)of truss to bearing plate capable of SOT CHORD 2x4 SPF Not FORCES (b)-Max.CompJMax.Ten.-AN forces 250(lb)or less except when shown. withstanding 100 lb uplift at joint(s)21.22,23,19,17.16 except Ot=b)24=261,25=198 OTHERS 2x4 SPF Not TOP CHORD 15=251,14=185. BRACING 5-6--W03,64=01361.7-0=0f361,8-9=0/303 10)Non Standard bearing condition. Review required. TOP CHORD WEBS 11)This truss is designed in accordance with the 2009 International Residential Code Structural wood sheathing directly applied or 10-0-0 oc purins. 7-20=37210 sections R502.11.1 and R802.10.2 and referenced standard ANSVrPI 1. BOT CHORD 12)AN Plates 20 Gauge Unless Noted Rigid ceding directly applied or 6-0-0 oc bracing. NOTES (12) WEBS 1)Unbalanced roof live bads have been considered for this design. LOAD CASE(S) 1 Row at midpt 7-20,6-21,8-19 2)Wind:ASCE 7-05:100mph;TCDL=42psf;BCDL=5.OW,,h=25ft;CaL 11;Exp B; Standard enclosed:MWFRS(low-rise)gable end zone and C-C Comer(3)0-0-0 to 3-". REACTIONS Al bearings 2241-0. Exterior(2)3-0-0 to 9-2-8.Comer(3)9-2-8 to 12-2-8,Exterior(2)15-2-8 to 215-0 zone; (lb)-Max Horz cantilever left and right exposed;C-C for members and forces 3 MWFRS for reactions 25=298(LC 4) shown;Lumber DOL=1.60 plate grip DOL=1.60 Max Uplift 3)Truss designed for wind bads in the plane of the truss only. For studs exposed to Al uplift 100 b or less atjont(s)21,22.23.19,17,16 wind(normal to the face),see Standard Industry Gable End Details as applicable,or except 24=261(LC 5),25=198(LC 4),15=251(LC 4),14=185(LC consult qualified building designer as per ANSUTPI 1. 5) 4)AN plates are tx4 MT20 unless otherwise indicated. Max Cxav 5)Gable studs spaced at 2-0-0 oc. Al reactions 250 lb or less at joint(s)24,15 except 6)This truss has been designed for a 10.0 psf bottom chord five bad norxonarrent 20=404(LC 1),21=294(LC 10),22=273(LC 1),23=304(LC 10). with any other live bads. 25=326(LC 10).19=294(LC 11),17=265(LC 1),16=305(LC 11). 7)'This truss has been designed for a live bad of 20.0psf on the bottom chord in all 14=326(LC 11) areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members,wittt BCDL=10.0psf. 8)AN bearings are assumed to be SPF No2. Jab Truss Truss Type Oty Ply F:MA:NNARINOICLARK ESTATES LOT 2 32371 T06ACommon 5erence o honal Truss Engineering Corp.,Indian Orchard,MA 01151 7.500 s Nov 26 2013 MiTek Industnes,Inc.Tue Jan 06 07:09.28 2015 Page'I ID:y9hPLltZnjJPeCm Vzug 8nd y8 kut-hOXN 8DUZuF Rq0 MwN3P_eCAW IgYm5v7VOSOxzCzy9q -1 6-3-1 1 12-2-8 1 18-1-15 1 23-4-0 -1 5-1-13 15-11-7 15-11-7 15-2-1 dti�N�ti►nwvr�; Sx6\\ 4 Q )► 6T fA 4 f y 6i 12 13 10.00 F112 'i�r*u�7i�NA4.� t•rf77D h•t1 U,A�9f\ 4x4 G 14 4x4\\ 3 5 4 15 11 3x8 1.5x4 11 g 2 1 KZ 3x4=10 16 17 9 1s 19 8 20 21 7 3x4= 3x4 5x8 3x6 0S-11(0-23) 03-8(0-2-0) 13>id4&gB 1264#/-140# 0 1 8-5-0 16-" 234-0 0-1 04 7-3-12 7-T-0 74-0 0-2-12 Plate Offsets X,Y 1:E e,0-0-10, 8:03 0.0-3-0 LOADING(psf) SPACING 24).0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.48 Vert(LL) -0.17 8-9 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.61 Vert(TL) -0.27 8-9 >980 180 BCLL 0.0• Rep Stress Irxr YES WB 0.40 Horz(TL) 0.04 7 Na n1a BCDL 10.0 Code IRC200%TPI2007 (Matrix) Weight 117 b FT=10% LUMBER TOP CHORD 2x4 SPF No.2 4)•This truss has been designed fora live load of 20.Opsf on the bottom chord in all BOT CHORD 2x4 SPF Not FORCES (b)-Max.CompJMax_Ten.-AN forces 250(Ib)or less except when shown. WEBS 2x4 SPF Stud-Except- TOP CHORD areas where a rectangle with 3-6-0 CD tall by 1-0 0 wide will fit between the bottom chord and W4,W7:2x4 SPF Not 2-11=367/164,3-12=13091285,412=1031/301, arty other members,with ed to a SPF N BRACING 4-13=1146/=,13-14=1154/287,5-14=1300/274, 5)All bearings are assumed lo be SPF Not. TOP CHORD 6-15=-410/158,6-7=376/172 withstanding Provide g 100mechanical correction(by others)of truss to healing plate capable of Structural food sheathing directly applied or 484 oc purfins,except end verticals. BOT CHORD withstanding 100 si uplift n accord except h the 009 In 10=179. BOT CHORD 1 0-1 6=1 6 519 7 3,16-17=165/973,9-1 7=1 6 5197 3,9-18=50/712, 7)This truss is 11.1designeddR accordance with the ed standard International Residential Code sections R502.11.1 and R802.10.2 and referenced starWard ANSI/TPI 1. Rigid ceiling directly applied or 10-0-0 oc bracing. 18-19=50(712,8-19=50/712,8-20=ZO/962,20-21=-801962, 8)AN Plates 20 Gauge Unless Noted WEBS 7-21=-80/962 1 Row at midpt 3-10.5-7 WEBS LOAD CASE(S) 4-0=134/562.4-9=126/576.3-9=259/209,310=1148/84. Standard REACTIONS (lb/size) 2-10=-363285,5-7=1095✓66 7 = 1264/0-3-8 (min.0-2-0) 10 1380/0-5-8 (min.0-2-3) NOTES (8) Max Horz 1)Unbalanced roof five bads have been considered for this design. 10 = 294(LC 5) 2)Wind:ASCE 7-05;100mph;TCDL=42psf;BCDL=5.Opst;h=25t1;CaL 11;Exp B; Max Uplift enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0, 7 = -140(LC 7) Interior(l)3-M to 9-2-8.Exterio42)9-2.8 to 12-2-8,Interior(l)15-2-8 to 20-2-4 zone; 10 = -179(LC 6) cantilever left and right exposed;C-C for members and forces 8 MWFRS for reactions Max Grav shown;Lumber DOL=1.60 plate grip DOL=1.60 7 = 1264(LC 1) 3)This truss has been designed for a 10.0 psf bottom chord live load nonconaxrent 10 = 1380(LC 1) with any other live bads. Job Truss Truss Type Qty Ply MANNARINO/CLARK ESTATES LOT 2 32371 T06 Common 5 1 ' Job Reference(optional) Truss Engineering Corp.,Indian Orchard.MA 01151 7.500 s Nov 26 2013 MTek Industries,Inc.Tue Jan 06 07 09 35 2015 Page-1 ID:y9hPLttZnjJPeCmVzug8ndyBkut- MSOccgiv27RAVPGg1ldQhzjZUxRE3iX?2Dpilzy 1-17f 6-3-1 t 12-2-8 , 18-14 5 t 23-3-12 -1 5-1-13 5-11-7 5-11-7 5-1-135 1�i1tff�NUY 5x6\1 "• 3 4 13 35 10.00 12 V�11141 kK�.�l+lti�Y\ Ofelf7 fi'I 1k,Ally\ 4x4 i/ 4x4,� 3 5 4 12 15 1.5x4 11 1.5x4 11 2 67 N 1 N 3x4—11 16 17 10 18 19 9 20 21 6 3x4= o 3x4 3x4 5x6= 3x4 054(0-23) 0.5-8(0-23) 13>i4"O# 13844400 Or104 8-5-0 t 16-0-0 23-3-12 231§-8i 0-14 7-3-12 1 7-7-0 7-3-12 0-2112 t 0-2-12 04 0-8 Plate Offsets ,Y 1:E e.0.0-10, :Ed e,0.0-10, 9:04-0,03-0 LOADING(psf) SPACING 24)-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.48 Vert(LL) -0.17 9-10 >999 240 MT20 197/144 TCDL 10.0 Lumber Inxrease 1.15 BC 0.60 Vert(TL) -0.27 9-10 >988 180 BCLL 0.0• Rep Stress Incr YES WB 0.40 Horz(TL) 0.04 8 rda Na BCDL 10.0 Code IRC2009rrP12007 (Matrix) Weight 120lb FT=10% LUMBER TOP CHORD 2x4 SPF Not 5)All bearings are assumed to be SPF Not. BOT CHORD 2x4 SPF N0.2 FORCES (b)-Max.CompJMax.Ten.-Al forces 250(lb)or less except when sham. 6)Provide mechanical connection(by others)of truss to bearing plate capable of WEBS 2x4 SPF Stud-Excepr TOP CHORD withstanding 100lb uplift atjotnt(s)except(jt--b)8=180,11=180. W4:2x4 SPF No.2 2-12=367/164,3-1 3=1 31 512 83.4413=1160299, 7)This truss is designed in accordance with the 2009 Intemabonal Residential Code BRACING 4-14=1160299,5.14=1315/283,6-15=367/164 sections R502.11.1 and R802.101 and referenced standard ANSVrPI 1. TOP CHORD BOT CHORD 8)Al Plates 20 Gauge Unless Noted Structural wood sheathing directly applied or 4-8-1 oc purins. 11-16=169/977,16-17=169/977,10-17=169/977, BOT CHORD 10-18=53/717,18-19=53/717,9-19=53/717,9-20--37/977, LOAD CASE(S) Rigid ceiling directly applied or 1044 oc bracing. 2D-21=-37/977,8-21=-37/977 Standard WEBS WEBS 1 Row at micipt Erb,3-11 4-9=1261575,5-9-259RW.5.8=1 1 5 418 2.6-8=3631284, 4-10=126J575,3-10=259209,3-11=1154/82,2-11=-363285 REACTIONS (lb/size) 8 = 138410-5-8 (min.0-2-3) NOTES (8) 11 = 1384/0-5-8 (min.0-23) 1)Unbalanced roof live bads have been considered for this design. Max Hoe 2)Wind:ASCE 7-05;100mph:TCDL=41pst BCDL=5.OpsF,h=25fk Cal It:Exp B; 11 = -298(LC 4) enclosed;MWFRS(low-rise)gable and zone and C-C 6derior(2)0-0-0 to 3-U. Max Upfrft Interior(1)3-"to 9-2-0,Extenor(2)9-2-8 to 12-2-0,Interior(1)15-2-8 to 21-5-0 zone: 8 ce = -180(LC 7) cantilever left and right exposed:C-C for members and fors&MWFRS for reactions 11 = -180(LC 6) shown;Lumber DOL=1.60 plate grin DOL=1.60 Max Gray 3)This buss has been designed for a 10.0 psf boftom chord live bad noncoric Trent 8 = 1384(LC 1) with any other five bads. 11 = 1384(LC 1) 4)a This truss has been designed for a five bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 1-0-0 wide will fit between the bottom chord and any other members,with BCDL=I O.Opsf. Job Truss Thus Type Oy Ply MANNARINO/CLARK ESTATES LOT 2 32371 T05 Roof Special 1 1 Job Reference tonal Truss Engineering Corp.,Indian Orchard,MA 01151 7.500 s Nov 26 2013 MiTek Industries,Inc. Tue Jan 06 07 58:15 2015 Paaggee•1 I D:y9hPLltZnjJ PeCmVzug8 ndy8kut-U6uvS3AJ FD07UFdTu HPNmSvf8ZVaPZRKS LYKB3zy96 -1 7-8-8 1 14-3-11 1 19-7-10 1 25-1-6 1 30-0-0 1 35-11-0 1 41-2-4 1 46-9-0 -1 6-7-4 6-7-4 53-15 5-0-11 5-3-15 55-11 53-4 5-6-12%14tiyl rtal'�wur �i w A:) 7 5x8M18SHS= 5x8M18SHS= 3x6 3x6 20 4 5 5 7 26 8 ZT �. i . -r1: Na I 'J 0 /NM10HSzzj 7.0o tz 3x6 i 24 0i323 10 1 1 '4 5x8 i N 2 1 RA ZZ 21 30 20 19 31 18 32 77 33 16 15 34 14 35 13 36 12 4x6— 4x6= 3x8 M18SHS= 4x6 3x8= 3x6 2x4 11 5x6 5x8 M18SHS= 04-0(0.4-1) 26AV# 3x6= 3x8 M78SHS= 2586#-4M 1-1-4 0 10 7-8-8 143-11 19-7-10 25-1-6 30-5-5 35-11-0 41-2-4 46-9-0 010 6-7-4 6-7.4 53-15 5-5-11 53-15 5-0-11 53-4 "-12 0-2-12 Plate Offsets .Y 4:04.0,0-1-11 8:0-4-0,0.1-1 t 9:0-2-8.0-2-0, 11:Ed .0-3-8, 12:E ,0-2-12, 17:0.2-0.0-1-8 21:0-2-8,0-" LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) YdeB Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.77 Vert(LL) -0.36 16-17 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.73 Vert(R) -0.6516-17 >844 180 M18SHS 197/144 BCLL 0.0• Rep Stress Ina YES WB 0.92 Horz(TL) 024 12 r✓a Na BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight 244 Ito FT=10% LUMBER TOP CHORD 2x4 SPF Not BOT CHORD 2x4 SPF 165OF 1.5E Max Grav WEBS WEBS 2x4 SPF Not*Except* 12 = 2586(LC 1) 2-22=2467/492,2-21=317/2750,3-20=312/170,4-20=41/404, W110103040809:2x4 SPF Stud 22 = 2654(LC 1) 4-18=302/1163,5-18=756✓309,5-17=1021322, BRACING 7-17=488/225,8-17=2221781,8-16=-82/1026.9•16=1154/190, TOP CHORD FORCES (lb)-Max CompJMax.Ten.-All forces 250(Ib)or less except when shown. 9-13=2354/361,10-13=193/1834,10-12=3332/497 Strucksal wood sheathing directly applied or 2-2-0 oc purins,except end verticals,and TOP CHORD 24D-0 oc purins(2-7-12 max.):4-8,9-11. 1-2=388/19.2-23=-3786/536.3-23=36421551.324=-35101563, NOTES (14) BOT CHORD 4-24=3378/588,4-25=3450/628,5-25-34541628, 1)Unbalanced roof live bads have been considered for this design. Rigid ceiling directly applied or 9-2-0 oc bracing. 5-6=-355BJ639,6-7=3558/639,7-26=3561/639, 2)Wind:ASCE 7-05;100mph;TCDL=42psf;BCDL=5.Opsf;h=25ft;Cat II;Exp B: WEBS 8-26=35561640,8-27=3795✓634,9-27=-3899/614, enclosed:MWFRS(low-rise)gable end zone and C-C Exterior(2)0-0-0 to 4-8-2. 1 Row at midpt 5.18.5-17,7-17,9-16,9-13,10-12 9-28=2431/367,10.28=2434t366 Interior(1)4-8-2 to 9.7-10,Exterior(2)9-7-10 to 14311.Intenor(1)18.11-13 to 25-9-3. BOT CHORD Exterior(2)3055 to 35.1-6.Interior(l)35-11-0 to 41-11-2 zone;cantilever left and right REACTIONS (lb/size) 1-22=74/427,21-22=281/427,2130-�42/3154, exposed;C-C for members and farces&MWFRS for reactions shown;Lumber 12 = 2586/044 (req.04-1) 20-30=542r3154.19.20--4912923,1931-491/2923, DOL=1.60 plate grip DOL=1.60 22 = 2654M-5-8 (min.0-4-3) 1831-4912923,1832=-569t3452,17-32=569/3452, 3)Provide adequate drainage to prevent water pondr4. Max Horz 17-33=482t3260.1633--48213260.15.16=,6l Bt4095. 4)AN plates are MT20 plates unless otherwise indicated. 22 = 224(LC 5) 15,4- 18/4095,1434=-618/4095,1435=6 19/4090, 5)The solid section of the plate is required to be placed over the splice line at joint(s)4. Max Uplift 13-35=61914090,1336�3652432,12-36=365/2432 6)Plate(s)atjdngs)4 checked for a plus or minus 3 degree rotation about its center. 12 -40D(LC 5) WEBS 7)This truss has been designed for a 10.0 psf bottom chard Iva bad nonconcu ent 22 = 307(LC 6) 2-22=2467/492,2-21=-3172750.3-20--312/170,4-20--41/404, with any other Iva bads. Max Grav 4-18=-302/1163,5-18=756/309,5-17=102/322, 6)*This truss has been designed for a five bad of 20.0psf on the bottom chord in a8 12 = 2586(LC 1) 7-17=488/225,8-17=222(781,8-16=82/1026,9.16=11541190. areas where a rectangle 3.641 tal by 1-0-0 wide will fit between the bottom chord and 22 = 2654(LC 1) 9-13=2354r361,10-13=193/1834,10-12=3332/497 any other members,with BCDL=IO.Opsf. Continued-_page 2 9)WARNING:Required bearing size at jord(s)12 greater than input bearing size. Job Truss Thus Type CtY Fly MANNARINO/CLARK ESTATES LOT 2 32371 T05 Roof Special 1 1 Job Reference tional Truss ErUneenng Corp.,Indian .MA 01151 7.500 s Nov 26 2013 MTek Industries,Inc. Sv Jana 07 58 15 2015 Paagga2 ID:y9h PLItZnjJPeC mVzug8ndy8kut-U6uv S3AJ FD07U FdTuH PNmSvfBZVaPZRKS LYKB3zy96 NOTES (14) 9t41NVr�/ 10)All bearings are assumed to be SPF No.2. 11)Provide medrantcal connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except(it=lb)12=400.22=307. 12)This truss is designed in accordance with the 2009 International Residential Code f T sections R502.11.1 and R802.101 and referenced standard ANSVIT l 1. z 43 I 13)Graphical purtin representation does not depict the size or the orientation of the purhn r /r along the top and/or bottom lard. 14)Al Plates 20 Gauge Unless Noted LOAD CASE(S) Ry Standard r+ t 6�ik�il Job Truss Truss Type city Ply MANNARINO/CLARK ESTATES LOT 2 32371 T04 Roof Special 1 1 Job Reference(optional) Truss Engneering Corp.,Indian Orchard.MA 01151 7.5W s Nov 26 2013 MTek Industnes.Inc. Tue Jan 06 07.51.49 2015 Pagel ID:y9hPLltZnjJPeCmVzug 8nd y8kut-0sa_R3V B8dOvBw7HHDUs72wiKyi9y_e Wh12veOzy9C0 -1 6-35 11-5-7 14-5-7 20-2-0 23-10-8 27-7-0 33-6-1 1 38-9-5 46-9-0 -1 5-2-1 5-2-1 3-0-0 5-8-9 3-M 3-8-8 5-11-1 1 5-0-0 1 7-1141 ;*y��,�+ 'N 5x8 M18SHS= r 5x8 M18SHS= to 3x8 6 g i 5x8 M18SHC% I o 5x8 M19SHS= 26 27 3x6 n 4 n 9 7.00 12 o N/fft rr tr,r dtl�C 25 W 10 6x10 MWSHS� w 3x6 O 28 5x8 M18SHS I I Y 3 24 W7 10 11 0 23 r. 6x6 0� 2 1 W15 c 6 1 2 4 A 0 22 21 20 30 19 18 31 17 32 33 15 34 15 14 13 12 46%-(4�R) 4x6= 3x6 3x8 M18SHS= 3x8 3x8 3x6 2x4 11 1#00 - 1-14 261 545 3x8 M18SHS= 247W-283tf 1-1-4 010 6-3-0 1 11-5-7 14-0-7 20-2-0 27-7-0 33-6-1 38-9-5 46-9-0 010 5-2-1 5-2-1 3-0-0 5-8-9 7-5-0 5-11-1 5-0_3 7-11-11 0-24 2 Plate Offsets ,Y 4:0-4-0,0-1-8. 5:0.3-4,0-2-0, 6 0.4-10,Ed 8:0410,E 10:0.4-12 0-1-12 11:E .0-3.8, 1:0-24,0-" LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0.51 16-17 >999 240 MT20 197/144 TCDL 10.0 Lumberincrease 1.15 BC 0.93 Vert(TL) -0.9116-17 >599 180 M18SHS 197/144 BCLL 0.0• Rep Stress Ina YES WS 0.93 Horz(TL) 0.27 12 rVa n1a BCDL 10.0 Code IRC2009/fP120D7 (Matrix) Weight:255lb FT=10% LUMBER TOP CHORD 2x4 SPF No.2•Except• T6:2x6 SPF No.2 Max Grav WEBS BOT CHORD 2x4 SPF 165OF 1.5E 22 = 2615(LC 1) 2-22=24231473.2-21=375/2760,3-2 1=389112 1. WEBS 2x4 SPF Stud-Except• 4-19=20711376,5-19=1124228,5-17=1118/269. W16,W2,W8,W9,W10.W71:2x4 SPF No.2,W15:2x4 SPF 1650F 1.5E FORCES (b)-Max.CompJMax.Ten.-Al forces 250(lb)or less except when shown. 6-17=162/1267,7-17=422205.7-16=455/210, BRACING TOP CHORD 8-16=151/1243,9.16=1069220,9-14=75/871, TOP CHORD 1-2=284/13,2-23=-3602/552,3.23-3414/563,324=-3595/598, 10-14=1253204,10-13=0270,1D-12=-1897/747 Structural wood sheathing direly applied or 2-5-11 oc purlins,except end verticals,and 24-25=-3575/510,4-25=-34731620,4-5-3606/666, 240.0 oc purrs(2-9-3 max):4-5.6-8,10-11. 5-26=3433/624,6-26=-3329/643,6-7=2859/604, NOTES (11) BOT CHORD 7-0=2848/591,847�32961628,9.27=-3415/605, 1)Unbalanced roof live bads have been considered for this design. Rigid ceiling directly applied or 2-2-0 oc bracing. 9-28=-40641679,10-28=4261/659,11-12=334/149 2)Wind:ASCE 7-05:100mph;TCDL=42psf;BCDL=5.Opsf;h=25ft Cat.It:Fxp,B; WEBS BOT CHORD enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)0-0-0 to 482. 1 Row at midpt 519,5-17,7-17,7-16,9-16,10-14 1-22=29295,21-22=284295,20-21�532/3018, Interior(1)4-8-2 to 6-95,Exterior(2)6-95 to 115-7,Interior(l)14-5-7 to 155-14. 2 Rows at 1/3 pts 10-12 20-30--479/3031,1930--47W3031.18-19-561/3582, Exte4ior(2)20.2-0 to 27-7-0.Interior(1)3232 to 38-9-5,Exterar(2)41-11-2 to 46-7.4 18.31=561/3582,1731=-561/3582,17-32�398/2905, zone;cantilever left and right exposed:C-C for members and forces 6 MWFRS for REACTIONS (lb/size) 32-33=3982905,16-33=-3982905,16-34=521/d557, reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 12 = 2476104-0 (min.0314) 15.34=521/3557.14-15=521/d557,1314=690/4592, 3)Provide adequate drainage to prevent water ponding. 22 = 2615M-55 (min.042) 12-13=693/4588 4)AN plates are MT20 plates unless otherwise indicated. Max Horz WEBS 5)This truss has been designed for a 10.0 psf bottom chord five bad nonconowrent 22 275(LC 5) 2-22=2423/473,2-21=3752760,3-21=-Ug/121, with any other lye bads. Max Uplift 4.19=207/1376,5-19=1124228,5-17=1118269. 6)•This truss has been designed for a live bad of 20.Opsf on the bottom chord in all 12 = -283(LC 7) 6-17=162/1267,7-17=-422205.7-16�455/210, areas where a rectangle 3-6-0 tal by 1-0-0 wide wil fit between the bottom lard and 22 = 3D9(LC 6) 8-16=151/1243,9-16=1069220,9-14=75/871, any other members,with BCDL=IO.Opsf. Max Grav 10-14=1253204,10-13=0/270,10-12=4897/747 7)All bearings are assumed to be SPF Not. C%ttnuetl onpage 2 2476(LC 1) Job Truss Truss Type city Ply MANNAR)NO/CLARK ESTATES LOT 2 32371 T04 Roof Special 1 1 Job Reference(optional) Thus Engsheering Corp.,Indian rd,MA 01151 7.500 s Nov 25 2013 MITek Industnes,Inc. Tue Jan 06 07.51.49 2015 PXCe 2 ID:y9hPLltZnjJPeCmVzug8ndy8kut-osa R3VB8dOvBw7HHDUs72wiKyi9y__eWhl2veQz NOTES (11) 8)Provide mechanical connection(by others)of truss to bearing plate capable of �1N!IhaHrN withstanding 100 lb uplift at joints)except OH-b)12=283.22=309. 9)This truss is designed in accordance with the 2009 International Residential Code ' sections R502.11.1 and R802.102 and referenced standard ANSYTPI 1. ` R* t 10)Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. = � 11)AN Plates 20 Gauge Unless Noted LOADCASE(S) Yr-41 k{d,11Q0 Standard frfit) I%i i15+. Job Truss truss Type Ott Fly MANNARINO/CLARK ESTATES LOT 2 32371 T03 Roof Special 1 1 Job Reference tonal Truss Engineering Corp.,Indian Orchard,MA 01151 TWO s Nov 26 2013 MiTek Industries,Inc.Tue Jan 06 07,49:17 2015 Page 1 ID:y9hPLftZnJJPeCmVzug8ndy8kut-FcOWY5frxwETyZV4NImCz?dhPhtBLEW8keEsiEzy9Ern 1-174 8-7-2 ,11-7-2, 15-9-14 , 23-0-0 24-8- 1 31-11-1 , 36-9-5 1 41-7-9 , 46-9-0 1 1-1-4 745-14 3-" 4-2-12 7-2-6 -8- 7-2-6 4-10-4 4-10-4 ' 5-1-7 Vt1�+t1�'!a"rgt7P//k�/ ,AkV 5x8 M18SHS=Sx8 M18SHS= I ^Y 5jM1HS 3x6 i 3x8 ray S1 ►�r'.�6;,i��• Tx10M18SH24 2" 5 yy 8 r�P►r�•rrtrAS� 4x9 7.00 12 3 9 N 26 W8 W8 5x16 M18SHS, 5x8 M18SHS I I Sx6 10 11 12 B1 22 21 20 27 19 18 28 17 16 30 15 14 31 32 13 12 4- 1) 4x6 5x5= 5x9 WB= 3x8 3x8= 3x6 4x6= d 3x8 M18SHS= Oil 8-7-2 1 11-7-2 15-9-14 1 23-0-5 -11 31-11-1 i 41-7-9 46-9-0 Oil 7-5-14 3-0-0 4-2-12 7-2-6 -0- 7-2-6 9-8-8 6-1-7 0-2-12 Plate Offsets .Y 1:Ed e,0-1-3, :0-&10 E 4:0-2-4,0-2-0,6:0-4.1g.Ed .V44.0-1-12, :0-2-8,0.1-12, 10:0-8.0,0-1-13,I'll S-3-8,Ed e, 12:0-34 ,,0-2- 13:0-2-12,0-1-8, 16:0.3-8,0-i], 18:0-1-12.0.3-0, 21:0-2-4,0-1-12 LOADING(psf) SPACING 24)-0 CS! DEFL in (loc) Well Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.86 Vert(LL) -0.55 13-14 >994 240 MT20 1971144 TCDL 10.0 Lumber Increase 1.15 BC 0.77 Vert(TL) -1.14 13-14 >479 180 M18SHS 197/144 BCLL 0.0' Rep Stress Ina YES WB 0.97 Horz(TL) 024 12 rVa n/a BCDL 10.0 Code IRC2009IM2007 (Matrix) Weight 253 lb FT=10% LUMBER TOP CHORD 2x4 SPF No.2*Except* T1,T5:2x4 SPF 165OF 1.5E Max Uplift WEBS BOT CHORD 2x4 SPF 210OF 1.BE-Except' 22 = 313(LC 6) 2-22=2405/529,2-21=2412547,3-20=181/1701, B2:2x4 SPF 1650F 1.5E Max txav 4-20=1400/171,4-19=927/197,5-19-86r972.5-17=1263266, WEBS 2x4 SPF Stud-ExcepC 12 = 2503(LC 1) 6-17=141/1069,7-17=404/488,7-16=136/1050, W2,WB.Wg.Wlg.W14:2x4 SPF Not 22 = 2596(LC 1) 8-16=1320/234,8-14=61/1010,9-14=908210, OTHERS 2x4 SPF Stud 9-13=2952245,10-13=1485/J09.10-12=5932/757 BRACING FORCES (b)-Max CompJMax Ten.-AN forces 250(lb)or less except when shown. TOP CHORD TOP CHORD NOTES (11) Structural wood sheathing directly applied, except end verticals,and 2-0-0 oc purtins 1-2=505/37,2-3=3741/546.123--3999/632,4-23=3999/632, 1)Unbalanced roof live bads have been considered for this design. (2-2-0 max.):34.6-7,10.11. 4-5�3960/620,5.24=3047/531,6-24=2905/551, 2)Wind:ASCE 7-05;1100mph;TCDL=42pst;BCDL=5.Opsf,h=25$Cat It:Exp B; BOT CHORD 6-7=2506/536,7-25=2895/549,8-25=-30381530, enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)0-0-0 to 11-7-2, Rigid ceiling directly applied or 9-0-8 oc bracing. 8-9=4024/595,9-26=6433/907,10-26=6593/897 Interior(1)11-7-2 to 18-43,Exterior(2)184-3 to 294-13,Interior(1)29-413 to 41-7-9 WEBS BOT CHORD zone;cantilever left and right exposed;C-C for members and forces&MWFRS for 1 Row at midpt 5.17,7-17.8-16 1-22=121/579,21-22=-370/579,20-21=440/3114, reactions shown;Lumber DOL=1.60 plate grip DOL-1.60 2 Rows at 1/3 pis 10.12 20-27=529/3960,19-27=529/3960,18-19--404/3373, 3)Provide adequate drainage to prevent water ponding. 18.28=-404/3373,17-28=404/3373,17-29=2212498, 4)Al plates are MT20 plates unless otherwise Indicated. REACTIONS (b/s¢e) 16-29=2212498,16J0---381/3402,1530-381/3402, 5)This truss has been designed for a 10.0 psf bottom chord live bad noncorxunent 12 = 2503/0.4-0 (min.03-15) 14-15=381/3402,1431=519/4043,31-32=519/4043, with any other live bads. 22 = 2596r458 (min.04-1) 13.32=519/4D43,12-13=747/5714 6)'This truss has been designed for alive bad of 20.Opsf on the bottom chord in all Max Horz WEBS areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom lord and 22 = 330(LC 5) 2-22=2405/529,2-21=2412547.3-20=181/1701, any other members,with BCDL=IO.Opsf. Max Uplift 4-20=1400/171,4-19=927/197,5-19=86/972,5-17=1263266, 7)All bearings are assumed to be SPF Not. 12 = -280(LC 7) 6-17=141/1069,7-17=404/488,7-16=136/1050, 8)Provide mechanical connection(by others)of truss to bearing plate capable of Continued on 2 withstanding 100 b uplift at joint(s)except Ot=b)12=280.22=313. Job Truss Truss Type Oty pr MANNARINO/CLARK ESTATES LOT 2 32371 T03 Roof Special 1 1 Job Reference tonal Truss Engineering Corp..Indian Orchard,MA 01151 7,500 s Nov 26 2013 Walk Industries,Inc.Tue Jan 06 07 49:17 2015 Page, ID:y9hPLKZnjJPeCmVzug8ndyBkut-FcO WY5frxwETyZV4NImCz?dhPhtBLEWBkeEslEzy9E NOTES (11) LNdi.ROWL 9)This truss is designed in accordance with the 2009 International Residential Code ,•1?�1 �+ y��yl I sections R502.11.1 and R802.102 and referenced standard ANSVI PI 1. 10)Graphical pudin representation does not depict the size or the orientation of the pudin along the top andlor bottom chord. ALA"Jf� t jJ� 11)AN Plates 20 Gauge Unless Noted f L LOADCASE(S) Standard �'• 40.1Ice,, fi f, C ��'w` z - , �`'xfrtt rr-r rc�Atiitite\ � Job Tn,ss Truss Type City Ply T7obRakwance ARINO/CLARK ESTATES LOT 2 32371 T02 Roof Special 1 (optional) Truss Engineering .,Indian Orchard.MA 01151 7.500 s Nov 26 2013 MiTek Industries,Inc.Tue Jan 06 07:42.02 2015 Pagel ID:y9hPLltZnjJPeCmVzug8ndy8kut-Uwc3FMO OGRBGjrTORSCrG6MuLOGwXz6TML.Xyzy9 1-1� 5-8-13 , 8-0-13, 15-9-14 , 23-10-8 , 31-11-1 , 39-7-12 , 43-8-1244-9r0 -14 4-7-9 3-0-0 7-1-0 1 8-0-10 1 8-0-9 1 7-8-11 t 4-1-0 1'-014 CON .mac .4rva ►" Piet f� 7x8 �` jfia iGf� i 21 22 '.��•r�tiC/Cc,�tQ,� 3x6 i 3x6 " 5 T ,u�j�1►i�G.Ot� !r/f16 f1FY1'1 W All op q 5xl2 M18SHS 7.00 12 5x9 23 US 1M W9 8 5x6 3 9 24 1.5Q4II 0 1.SM oY 12 11 2 10 c4 11 c4 '4I Irq -0$ 19 1817 25 16 26 15 14 0-0 0�) o ,27 5x6= 3x10 M18SHS= 3x8= 4x6 262 1 5x5 3x6= 3x8 M18SHS= US 1-1-4 43-10-8 O11% 8-8-13 , 15-9-14 i 23-10-8 i 31-11-1 i 39-7-12 , 43-8-12 44-9r0 0] 7-7-9 7-1-0 8-0-10 8-0-9 7-0-11 t 4-1-00-TL72 0-2-12 0-10-8 Plate Offsets X.Y 0.4-B4O-1- 4:0.5-0,0-24 6:Ed .0-2-11 14:0-24,0-2-0. 0:0-2-8,0-2-12 LOADING(psf) SPACING 2-0-0 CS! DEFL in (loc) Well L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.88 Vert(LL) -0.30 16-17 >999 240 MT20 1971144 TCDL 10.0 Lumber Increase 1.15 BC 0.78 Vert(TL) -0.5716-17 >811 180 M18SHS 1971144 BCLL 0.0• Rep Stress Ina YES WB 0.89 Horz(TL) 0.14 13 rVa We BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight 203 b FT=10% LUMBER TOP CHORD 2x4 SPF Not 2)Wind:ASCE 7-05;100mph;TCDL=42pst;BCDL=5.0psf;h=25ft CaL II;Fxp B; SOT CHORD 2x4 SPF 165OF 1.5E Max Grav, enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)0-0-0 to 8.8-13. WEBS 2x4 SPF Stud-Except' 13 = 2626(LC 1) Interior(1)8513 to 194-13.Exlerior(2)19.4-13 to 23-104,Interior(1)28.4-3 to 40-3-5 W7,WS,W9:2x4 SPF Not 12 - 119(LC 11) zone;cantilever left and right exposed;C-C for members and forces&MWFRS for BRACING TOP CHORD FORCES (b)-Max CompJMax.Ten.-All forces 250(lb)a less except when shown. inactions shown;Lumber DOL=1.re plate grip DOL=1.60 Structural wood sheathing directly applied or 1-7-8 oc purtins,except TOP CHORD 3)Provide adequate drainage nl prevent water indipondcated. 240.0 cc pur(ins(2-7-6 max.):3-4. 1-2=371/0,23=539/109,3�4=3719/558,4-5=-3092/460, 4)Al plates are been plates unlessfor otherwise i oticsrted. BOT CHORD 5-21=2027/385,6-21=1867/404,6-22=1865/405, with This truss has been designed for a 70.0 psf bottom chord live load nonconaxrenl with any other lye bads. Rigid ceifing directly applied or 6-0-0 oc bracing. 7-22=2025/386,7-23=1951/J26,8-23=1956/309, 6)•This truss has been designed for a live bad of 20.0psf on the bottom chord in all WEBS B-9=2106/P97,9.24=-4/394,10.24=20/369,10.11=-67282 areas where a rectangle 3-6-0 tal by 14)-0 wide will fit between the bottom chord and 1 Row at midpt 3-20,4-17,5-16,7-16 BOT CHORD 1-20=-W74,19-20=2862366,18-19=426/3660, any other members,sun BCDL=10.Op�. REACTIONS (lb/size) 17-1 B�26/J660,17-25=205J2551,16-25=2052551, 7)All bearings are assumed c be SPF Not. 20 = 2142I0-5-8 (min.03-6) 16-26=91/1689,15-26=91/1689.14-15=91/1689 wi Provide mechanical coat joinon(by others)it buss to bearing plate capable of 13 = 2626/0-5-8 min.O�L2 WEBS withstanding s desi0 lbgned uplift n accordance n except(e 20 20=278,13=253. ( ) 9)This truss is designed in accrordance with the 2009 International Residential Code 12 = 32/0.3-8 (min.0-1-8) 2-20=396J224,3.20=2495/d51,3.19=230/2021, sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. Max Horz 4-19=1395247,4-17=1236/246,5-17=36/830, 10)Graphical puffin representation does not depict the size or the orientation of the 20 = -356(LC 4) 5-16=1304262,6-16=171/1227,7-16=315209. Max Uplift 7-14=515/145,9-14=1652074,9-13=2469/J73 11) Plat the top and/or bottom chord. I Plates 20 Gauge Unless Noted 20 = -278(LC 6) 11)A 13 = -253(LC 7) NOTES (11) LOAD CASE(S) 12 = -83(LC 10) 1)Unbalanced roof live bads have been considered for this design. Standard Max Grav 20 = 2142(LC 1) Job Tn,ss Truss Type Oty PIr MANNARINO/CLARK ESTATES LOT 2 32371 T01A Roof Special 6 1 Job Reference(optional) Truss Engineering Corp.,Irx4an Orchard,MA 01151 7.5W s Nov 25 2013 MiTek Industnes,Inc. Tue Jan 06 07:13.54 2015 Page9 ID:y9h PLItZnjJPeCm Vzug end y8kut-vBcxzAz9vdmhlJi2VwAM Q I Bwcu FRQ3ceYrSOHozy9 341-15 9-3-3 1 14-6-9 17-2-8 2040-8 26-10-8 2-7-15 5-34 5-3-6 2-7-15 34W 6-0-0 6x6 1.Sx4 7.00 V2 18 7 4x611 : -%rJI i t` 'I 3x6 g Ry r r P.rrJl r� r rrr 411r� 3x6Gi . tt 3x6-i 5 0 4 2 N 3x6 i 17 lyr or 3 4x9 16 2W1 1 1 14 13 12 60 c 3x4= 15 5x12= 3x4 5x8 zz 11 19 5x8 M18SHS= 20 10 0 5 )5.00 12 0-"(0-2.6) 6x12= 0 6V1-15 9-3� 14-0-9 17-2-8 26-10-8 1464x/•tasp Oil" 2-7-15 5-3 4 5-3-6 2-7-15 9-0-0 0-64 Plate Offsets X Y 2:0-4Q0-2-0. 8:0311,03-0. :0-3-0,Ed 12:0-2-12,0-2-12, 14:04-8,0-2-8, 15:0-1-12.0-2-12 LOADING(psf) SPACING 240-0 CSI DEFL in (loc) Well Idd PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 031 Vert(LL) -0.3510-11 >864 240 MT20 1971144 TCDL 10.0 Lumber Increase 1.15 BC 0.90 Vert(TL) -0.6510-11 >472 180 M18SHS 197/144 BCLL 0.0' Rep Stress Incr YES WB 0.99 Horz(TL) 0.13 10 n!a Na BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight 1601b FT=10% LUMBER TOP CHORD 2x4 SPF Not 2)Wind:ASCE 7-05;1OOmph;TCDL=42psf,BCDL=5.Opst,,h=25$Cal.II;Exp B; BOT CHORD 2x4 SPF No.2'Excepr Max Grav enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)030 to 3-0-0, 62:2x4 SPF 1650F 1.5E 15 = 1455(LC 1) Interior(1)3-0-0 to 17-10-8.Exterior(1)17-10-8 to 20-10-8 zone;cantilever left and right WEBS 2x4 SPF Stud-Except' 10 1464(LC 1) W809010012011:2x4 SPF No.2 exposed;G NI C for members and forces 8 WFRS for reactions shown;Lumber BRACING FORCES (lb)-Max CompJMax.Ten.-Al forces 250(b)or less except when shown. DOL=1 a e plate grip D plates 0 TOP CHORD TOP CHORD 3)At plates are beenT20 plates unlessfor 10.0 otherwise indicated. Structural rood sheathing directly applied or 37-6 oc purlins,except end verticals. 2-16=2551/392.3-16=2444/400,3-17=2025/231. with This truss has been designed fora 10.0 psf bottom chord rive bad norxxmwrent BOT CHORD 4-17=1934233,4-5=1904245,5-6=1445R09,6.7=1047/188, with any otherhas Ova bads. Rigid ceiling directly applied or 6.0-0 oc bracing. 7-18=9961224,8-18=900237,9-10=263/114 5)-This truss has been designed for a rive bad of Zfit bet on 8re bottom chord in at WEBS BOT CHORD areas where a rectangle 3S-0 tat by 1-0-0 wide wit fit between the bottom chord and 1 Row at rnidpt 6-11,7-11,9-10,8.10 14-15=324/126,1314=5462143.12-13�40/1670, any other members,with ed to =SPF Nf. 11-12=248/1210,11-19�2/526,19-20=811526, 6)AN bearings are assumed to be SPF Not. REACTIONS (lb/sae) 10-20-82/526 withstanding Provide mechanical connection(by others)of truss to bearing plate capable of 188. 15 = 1455/0-5-8 (min.0-25) WEBS 8)This s 0 lbdesigned uplift at joints)except(the 009 International 1 ationa 10 1464/0-5-8 (min.0-2-5) 2-15-1251251.2-14=355/2294,313�93260,5.13=1 ar334, sect8)This truss is designed m accordance with the ed standard International Residential Cade Max Horz 5-12�82/165,612=180/806.6.11=1025282, 9)All Plates tesR502.1Gauge and UnlesR802.s of and referenced standard ANSUTPI 1. 15 = 327(LC 5) 8-11=16211197.8.10=1119/188 9)All Plates 10 Gauge Unless Noted Max Uplift LOAD CASE(S) 15 = -162(LC 6) NOTES (9) Standard 10 = -188(LC 7) 1)Unbalanced roof rive bads have been considered for this design. Max Grav 15 = 1455(LC 1) 10 = 1464(LC 1) Job Truss Tens Type Qty Ply MANNAMNO/CLARK ESTATES LOT 2 32371 T01 Roof Special 1 1 Job Reference Donal Tnns Engrneenng Corp.,Indian Orchard,MA 01151 7.500 s Nov 26 2013 MiTek Industnes,Inc. Tue Jan 06 07:14.312015 Page ID:y9hPLKZnJJPeCmVzug8ndy8kut-KlLwkpPMC_QRh_19ACL1 Q6EC?puNbrg535wT58zy91 40-10-8 1.479 3-11-15 i 9-3-3 i 14-6-9 r 17-2.8 1 20-10-8 i 2 36-7-12 , 40-0-12 9 �y� Mti,9 NffiljjrV 'U544 - - -2-7-15 -09 - - - �4 5x 0-10-10-8 8 M18SHS� - = � Z 7.00 12 781 6 i v'0, ftL6 kttk n 9 10 24 5 1 27 4 W1 10 4x6 11 3 3 28 5x8 i 1.5x4 2W 1 14 12 m 1 5 13 m 22 21 20 Jo Z.5x4 II 15 1.5x4 II 14 5z8 ZZ 235x6= 5x8 3x4 19 29 16 30 17 16 1 61)5.00 12 5x6= 3x8 3x8 M18SHS= 3x8 -5-8(0-22 2) 0 41(07$) 01� -15 9-0� 14-6-9 i 17-2-8 r 20-10-8 i 28-11-1 r 36-7-12 i 0-10-a� �- ro 01104 2-7-15 5� 5-3-0 2-74 5 3-8-0 8-0-9 748-11 4-24 2 0 10� 0-5-8 Plate Offsets ,Y 6:0-2-0.0-1-8, 8:0-54,0-24 16:038.0-1-4, :0-2-120.2-1 22:0-34,0.3-0, 23-0-24.0-2-12 LOADING(psf) SPACING 2-0.0 CSI DEFL in (loci Hell Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.85 Ven(LL) -0.25 16-18 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.88 Vert(TL) -0A716-18 >896 180 M18SHS 1971144 BCLL 0.0' Rep Stress Ina YES WB 0.80 Florz(TL) 022 15 nta Na BCDL 10.0 Code IRC2009/fP12007 (Matrix) Weight 217 lb FT=10% LUMBER TOP CHORD 2x4 SPF Not 2)Wind:ASCE 7-05;100mph;TCDL=42psf;BCDL=5.0psf h=25ft:Cat 11;Exp B; BOT CHORD 2x4 SPF Not-Except- Max Grav enclosed;MWFRS pow-rise)gable end zone and C•C Exterior(2)0-0-0 to 4-1-11, 62:2x4 SPF 165OF 1.5E 15 = 2389(LC 1) Interior(1)4-1-11 to 16-8 .Exterior(2)164-6 to 20-10-8,Interior(1)254)-10 to 37-0.14 WEBS 2x4 SPF Stud-Except- 14 = 141(LC 11) zone;cantilever left and right exposed;C-C for members and forces 3 MWFRS for W2,W8,Wg,W10.W11,W12:2x4 SPF Not BRACING FORCES Pb)-Max CompJMax.Ten.-All forces 250 Pb)or less except when shown. reactions shown:Lumber Ds unless plate grip DOcated. TOP CHORD TOP CHORD 3)All plates are 3x6 plates unless otherwise indicated. Structural wood sheathing directly applied or 2-10-9 oc purins. 2-3=3622/419,3-4=30561390,4-24=2936J393, 4)This plates are 3x6 n de gn unless otherwise indicated. BOT CHORD 5.24=2871/402,5-6=24781389,6.25=19321393, 5)This other has been designed fora 10.0 psf bottom chord live bad nonconaxrent Rigid ceiling directly applied or 6-0-0 oc bracing. 7-25=1840/403,7-8=1583/381,8-26=15781365, with any other Eve loads. WEBS 9-26=1746/348,9-27=1629297,10-27=1776/278, 6)-This trusere has been designed for a Ave bad of will bet on the bottom chord in all 1 Row at midpt 6-19,7-18,9-18 10.11=1909273,11-28=11/340,12-28=26/303 areas where a rectangle 3-"CD fatl by 1-"0 wide witl fit between the bottom chord and BOT CHORD any other members,with BCDL=10.Opsf. REACTIONS (Ib/size) 22-23=355/357,21-22=471/3061,20-21=246/2563, 7)All bearings are assumed to on SPF Not. 23 - 196510-" (min.031) 19-20=1492246,19-29-81/1589,18-29--81/1588, 8)Provide mechanical connection joint(s) ion(by others) t:truss to bearing plate capable of 15 = 2389/0-5-8 (min.0312) 18-30-67/1521,1730-67/1521.16.17=67/1521 withstanding s d si uplift ataccor accordance except a 20lb)23 266,15=223. 14 = 74/0-3-8 (min.0-1-0) WEBS 9)This truss is designed in 02.10.ante with the ed standard ndard International Residential Code Max Hors 2-23=1714256,2-22�60/3264,3-21=519235,5-21=14/328, sections acesR50 2 G and Unless No end referenced standard ANSViPI 1. 23 = 356(LC 5) 5-20=-i82/163,6-20=103/1357.6-19=1523200, 10)A5 Plates 20 Gauge Unless Noted Max Uplift 7-19-139/689,7-18=791/182,8.18=177/1037,9-18=368202, LOAD CASE(S) 23 = -266(LC 6) 9-16=-415/135,11-16=129/1846,11-15=2245r334 Standard 15 = -223(LC 7) 14 = -75(LC 7) NOTES (10) Max Grav 1)Unbalanced roof live bads have been considered for this design. 23 = 1965(LC 1) Job Truss Truss Type Qty Ply MANNAMNOlCLAW ESTATES LOT 2 32371 MHOS Half Hip 1 IF Reference(optional) Truss Engineering Corp..Indian Orchard,MA 01151 7.500 s Nov 26 2013 MiTek Industries,Inc.Tue Jan 06 08 41:17 2015 Paaggee ID:y9hPLItZnjJ PeC mVzug8ndy8kut-urv7MxPvAXKn F20j9YksQxrsFNi4MJ sNA20ygPzyBU 1-" 3-11-15 9-5-6 14-6-9 1 17-2-8 22-M 26-10-8 d+r+rw 1-4-0 2-7-15 5-5-7 5-1-3 2-7-15 4-10-0 �1���>,►M4 f�aN 5x8 M18SHS= fir; 1x4 3x6 3x6 1 4x ys 2'S?t�t 4 18 5 7 20Alt EEL o _T2 :. :� 4 17 3x6� 16 10 3 0 o a 15 4x9 i 2 1 13 12 11 .n 1 5x12= 3x4= 5x8= B4 3x4 10 21 22 3x8 14 9 5x5:::: 5.00 12 5xl2= 5x8 M18SHS= 4*0-24) 0-8(0-2-2) p 10-$ 3-11-15 9-5-6 14-0-9 17-2-8 26-10-8 1 2-7-15 5-5-7 5-1-3 2-7-15 9-8-0 s5ata27tn 0-0-8 Plate Offsets ,Y 1:0-2-5.Ed 1:E e.0-0-15. 2:0-0.4,0-2-0, 4:0-4-4.0-1-12, 8:Ed ,03-8. 11:0-2-12,0-2-8. 13:0-4-12.0-2-8. 14.0.2-0,0-2-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (bc) Well Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.91 Vert(LL) -0.21 9-10 >999 240 MT20 1971144 TCDL 10.0 Lumber Increase 1.15 BC 0.77 Vert(TL) -0.51 9-10 >598 180 M18SHS 197/144 BCLL 0.0• Rep Stress Ina YES WB 0.97 Horz(TL) 0.14 9 Na n1a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:126lb FT=10% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2"Except* Max Grav 3)Provide adequate drainage nl prevent water indicated. . B2:2x4 SPF 1650F 1.5E 14 = 1427(LC 1) 4)This plates are beenT20 plates unless otherwise indicated. WEBS 2x4 SPF Stud 5)This truss has been designed fora 10.0 psf bottom chord Iva bad rtonconcurrertt WEDGE FORCES (1b)-Max.CompJMax.Ten.-Al forces 250(lb)or less except when shown. with any other haslive bads. Leff 2x4 SPF Stud TOP CHORD 6) This truss has been designed for a 0lye-0 bad of Zfit bet on the bottom chord in all BRACING 2-15=2496/474.3-15=2389/482.3-16=19T7/336, areas where a rectangle 3 CD tall by 1-0-0 wide will fit between the bottom chord and TOP CHORD 1Cr17=1903/340,4-17=1885/354,4-18=1853/359, any other members,with ed to a SPF sf. Structural wood sheathing directly applied a 3-7-15 oc purtins,except end verticals,and 5-18=18SW59,55=185M58,6-19=1470248, 7)At bearings are assumed c be SPF No.2. 2-0-0 cc purlins(44}2 max.):4-8. 7-19=1470248 withstanding Provide mechanical connection(by others)of truss to bearing plate capable of BOT CHORD BOT CHORD 9)This truss 100 si uplift in acct(s)except(jtthe 009 In 14=188. Rigid ceiling directly applied a 64-0 ac bracing. 12-13=5462097.11-12�5211628,10-11=27211526, 9)This truss is designed m accordance with the ed standard Indard AN al Residential Code 1. WEBS 10-21=201/923,2 1-2 2=2 0 1192 3.9-22=201/923 sections MallR50 p 1.1 and R802a ion and referenced standard AN a orieTPlntation t 1 Row at m ilpt 7-9 WEBS 10)Graphical a top representation bottom does not depict the size or the orientation of the 2-14=1224278,2-13=-434/2250,3-12=480/223,4-12-M30, 11)A Platlong the top and/or less N ted REACTIONS (lb/size) 4-11=203/456,5-11�15/168,6-11=212/743,6-10=914261, 11)All Plates 20 Gauge Unless Noted 9 = 1354/0-5.8 (min.0-2-2) 7-10=105/836,7-9=1 3 4 7132 1 LOAD CASE(S) 14 = 1427&5-8 (min.04-4) Standard Max Horz NOTES (11) 14 = 191(LC 6) 1)Unbalanced roof live bads have been considered for this design. Max Uplift 2)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=5.W,h=251f;CaL II;Exp B; 9 = -271(LC 4) enclosed;MWFRS(low-rise)gable end zone and C-C Extedor(2)0-M to 3-0.0. 14 = -188(LC 6) Interior(1)3-M to 5-2-7.Exterior(2)5-2-7 to 95-6.Interior(l)13-84 to 23-8-12 zone: Max Grav cantilever left and right exposed;C-C for members and forces&MWFRS for reactions 9 = 1354(LC 1) shown:Lumber DOL=1.60 plate"DOL=1.60 Job truss Truss Type Oh py MANNARINOICLARK ESTATES LOT 2 32371 MHO4 Half Hip 1 1 Job Reference(optional) Truss Engineering Corp..Indian Orchard,MA 01151 7.500 s Nov 26 2013 MiTek Industries,Inc.Tue Jan 06 08.38:26 2015 Page 1 ID:y9hPLRZnjJPeCmVzug8ndy8kut-Oy4MTSLeS?n1EmRrd8Am tGd5SKxozbCsy5PJpzy8 14-0 3-11-15 8-1-13 1 12-3-10 14-6-9 17-2-8 22-0-8 26-10-8 1-4-0 2-7-15 4-1-14 4-1-14 2-2-15 2-7-15 4-10-0 4-10-0 ��y��sraie'ruyrrf�lf 1 5 �3x4= 1x4 11 3x8 4x4 10 195Z 8 1541 20 f, yst ICI ,n . Na.I Icei Y axe i y`•.l'/C3t 1J rtiFt'�4!�.t 7.00 a cr' ra 1 4 C- rrrt'�r^l lti�A� 11 17 I I w 1.5x411 V1101 1 3 4 16 4x9 2 1 14 13 12 I 5x16: 3x4= Sx9 3x4-_ 11 21 22 15 10 5x6: 5,gg 74 Sx12= 5x8 M18SHS= 0b4t&2-4) 0S-8(0-23) 1 -11-15 12-3-10 14-6-9 17-2-8 26-10-8 233# -10 2-7-15 8-3-11 2-2-15 2-7-15 94-0 0-6-8 Plate Offsets ,Y 2:0-4.4,0-2-0, 5:0-3-0.0-0-12 9:Ed ,033, 12:0312 0-2-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) VdeB L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 1.00 Vert(LL) -027 10-11 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.84 Vert(TL) -0.55 10-11 >552 180 M18SHS 1971144 BCLL 0.0• Rep Stress Ina YES WB 0.96 Horz(TL) 0.13 10 We n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight 146 b FT-10% LUMBER TOP CHORD 2x4 SPF No.2 3)Provide adequate drainage to prevent water ponding. BOT CHORD 2x4 SPF No.2*Except* Max Grav 4)AN plates are MT20 plates unless otherwise indicated. B2:2x4 SPF 165OF 1.5E 15 1437(LC 1) 5)This truss has been designed for a 10.0 psf bottom chord Iva bad nonconaurent WEBS 2x4 SPF Stud-Except' with any other five bads. W11:2x4 SPF No.2 FORCES (b)-Max CompJMax.Ten.-AN farces 250(lb)or less except when shown. 6)•This truss has been designed for a Nye load of 20.0psf on the bottom chord in all BRACING TOP CHORD areas where a rectangle 3b0 tall by 1.0-0 wide will fit between the bottom chord and TOP CHORD 2-16=2512/418,3-16=2439/424.317=2487/483, any other members,with BCDL=10.Opsf. Structural wood sheathing directly applied or 3.5-14 oc purlins,except end verticals,and 4-17=24291493,45=1654/299,5-6=1359/291, 7)All bearings are assumed to be SPF No.2. 2-0-0 oc pudins(4-11-2 max):5-9. 6-18=1157209,7-18=1157209,7-19=1157/209, 8)Provide mechanical connection(by others)of puss to bearing plate capable of BOT CHORD 8-19=1157/209 Rigid ceiling d'vectly applied or 630 oc bracing. BOT CHORD withstanding 100 si uplift n joint(s)except h the 10 Int 15=177. WEBS 13-14�20/1689,12-13=290/1349,11-12=333/1423, 9)This R5 is designed in accordance with the ed standard ndard NSI Residential Code 1 Row at midpt 8.10 11-21=1471729.21-22=147R29,10-22=147/729 sections Graphical p 1.1 and R802a 02 and referenced standard AN a orie/TPIntation 1. WEBS 10)Graphical purlin representation does not depict the size or the orientation of the REACTIONS (lb/size) 2-15--1301268,2-14�56/2243,414--215/579, 11)A Platlong the top and/or bottom chord. 10 = 1402/45-8 (min.0-23) 4-13�55/179,5-13=49/527.6-12=147/327,6-11=550/223, 11)All Plates 20 Gauge Unless Noted 15 = 1437r0-5-8 (min.0-2-4) 7-11=327/140,8-11=1141790.8.10=1259279 LOAD CASE(S) Max Horz Standard 15 = 236(LC 6) NOTES (11) Max Uplift 1)Unbalanced roof live bads have been considered for this design. 10 -233(LC 5) 2)Wind:ASCE 7-05;100mph;TCDL=41psF,BCDL=5.Opsf,h=25f;Cat.11;Fxp 8: 15 = -177(LC 6) enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0. Max Grav Interior(1)3-M to 8-0-12,Exterior(2)B-0-12 to 12310.Interior(1)16-6-9 to 23-8-12 10 = 1402(LC 1) zone;cantilever left and right exposed;C-C for members and forces 3 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Job truss Tnrss Type City jPIY MANNMNO/CLARK ESTATES LOT 2 32371 MH03 Half Hip 1 1 Jab Reference(optional) Truss EngineeringCorp_Indian Lvonara,MA 01151 7.500 s Nov 25 2013 MrTek Industnes,Inc. Tue Jan 06 08 35.48 2015 Page ID:y9hPLRZnjJPeCmVzug8ndy8kut-1 ZXdJRRXfStSHUMUNyKiazbolP WnWKyXMp2mzzyBZ9 ,14-01 3-11-15 , 9-3-2 , 15-1-15 17-2-8 , 22-0-8 26-10-8 , 14-0 2-7-15 5-3-3 5-10-13 2-0-9 4-10-0 4-10-0 i �titi+e+N t�"�r+ury 5x5= 1x4 3x6 4x4 II y � 5 6 18 7 20 f9a.-11S:t:� o�ti eu 7.00 12 3x6 i 17 a%�fiU ts~r G� 4 r`rrrr rr r t+r A'yktt 10 ae N 16 0 3x6 i 3 4x9 15 2 1 13 12 11 Ed 5x12- 3x4= 5x5 3x4= 14 10 21 22 t 9 5x5::: 5x12_ 5x8 M16SHS= 0¢�(Qr24) 5.0012 OS$(0-24) 0-1 �'`�'�1 11-15 9-3-2 , 14-6-9 17-T-8 , T6-10-8 1432N.222# d-1 2-7-15 5-3-3 5-3-7 2-7-15 94-0 0-5-8 Plate Offsets X,Y 2:0-44,0-2-0, 5:0-2-4.0-1-12. 8.Ed ,O-M, 13:04-8.0-2.8, 14:0-1-12.0-2-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) Udell Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.62 Vert(LL) -0.31 9-10 >998 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.87 Vert(TL) -0.60 9-10 >512 180 M18SHS 197/144 BCLL 0.0• Rep Stress Ina YES WB 0.97 Horz(TL) 0.13 9 n/a Na BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight 149 lb FT=10% LUMBER TOP CHORD 2x4 SPF No.2 4)AN plates are MT20 plates unless otherwise indicated. BOT CHORD Zx4 SPF No.2•Except• Max Grav 5)The solid section of the plate is required to be placed over the splice fine at joint(s)5. B2:2x4 SPF 165OF 1.5E 14 = 1444(LC 1) WEBS 2x4 SPF Stud-Except- with This truss has been designed fora 10.0 psf bottom chord live bad reorecencurent W%W8,W10:2x4 SPF Not FORCES (lb)-Max.ComplMax.Ten.-All forces 250(lb)or less except when shown. 7)*airy otherhas live bads, BRACING TOP CHORD 7) This truss has been designed for a five bad of 20.Opsf on tlee bottom chord in all TOP CHORD TOP C 522/441,3 15=2415J448,3 16=2006/272, areas where a rectangle 3-0.0 tall by 14)-0 wide will fit between the bottom chord and Structural wood sheathing directly applied or 3-7-9 oc purins,except end verticals,and 4.16=1820286,4-17=-14061218,5-17=1284/240, any other members,with ed to a SPF10.O sf. 240-0 oc pudins(5511 max):5-8. 5-6=954/188,6-18=952/187,18-19=952/187,7-19=952/187 8)AL bearings are assumed to be SPF Not. BOT CHORD BOT CHORD withstanding Provide mechanical connection(by others)of truss to bearing plate capable d Rigid ceiling directly applied or 6�0 oc bracing. 12-13-607/2116.11-12=401/1659,10-11=273/1105, 1 )Thistus is a uplift in acc r except with (it--lb)2009 International14=163. WEBS 10-21=131/602,21-22=131/602,9-22=131/602 10)This truss is designed in accordance were the d sta drdAN Residential Cade 1 Row at midpt 8-9,5-10,6-10,7-9 WEBS 11)Graphical pudin representation does not dep�'d Me size a thel�entation of the 2-14=1245/276,2-13=-395/2264,3.12=4781254,4-12=19/343, purtin along the top and/or bottom chord. REACTIONS (Ib/size) 4-11=710/192.5-11=201/780,5-10---485/230,6-10�303/150, 12)AN Plates 20 Gauge Unless Noted 9 = 143210-5-8 (min.0-24) 7-10=1221754,7-9=1211/288 14 = 1444/0-5-8 (min.0-24) LOAD CASE(S) Max Horz NOTES (12) Standard 14 = 280(LC 6) 1)Unbalanced roof Iva bads have been considered for this design. Max Uplift 2)Wind:ASCE 7-05;100mph;TCDL=42pst BCDL=5.W,,h=25ft;Cat 11;Fxp B; 9 = -222(LC 5) enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)04-0 to 3-0-0, 14 = -163(LC 6) Interbr(1)3.0.0 to 10-11-0,Exterior(2)10-11-0 b 15-1-15,1nterior(1)194-13 to Max Grev 2341-12 zone;cantilever left and right exposed;GC for members and forces& 9 = 1432(LC 1) MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. Ta Job Truss rs Type aty Ply MANNARINO/CLARK ESTATES LOT 2 32371 MH02 Half Hip 1 1 Job Reference(optional) Truss Engineering Corp..Indian Orchard.MA 01151 7.500 s Nov 26 2013 MiTek Industries,Inc.Tue Jan 06 08:31 35 2015 Page ID:y9hPLttZnJJPeCmVzug8ndy8kut-xuk CwNrEj?MRbXs2KINgDkPKm1G?8ZiLV1907zy8dC -1.4 4-10-12 8-7-2 16-0-15 23-8-9 31 d-2 1 38-11-11 46-9-0 -1 3-9-8 3-8-6 7.5-13 7-7-9 7-7-9 7-7-9 7-9-0 rtiytNrtlH�utrrir 7x10 M18SHS= r 3x6 - a 3x6- 3x8 3z6 3x6 5x6 - 5z8 M1�H5 7.00 1z ,r 4 20 ba z 5 6 7 6 9 —� Via, 5x6 G flrf frN ru AA kkl 3 INS JN WS 07 Y 2:2* II 1O m 1 19 18 23 17 16 24 15 25 14 26 13 27 12 4x6= 3 3x6 5x12 M18SHS= 5x5 5x8 M18SHS= 05-$(0�-_0) 3x8 M18SHS= 04-0(0-3-14) 25633# 4x6 2467#/570# 1-1-4 010 8-7-2 16-0-15 23-8-9 314-2 38-11-11 46-9-0 0-10 7-5-14 7-5-13 7-7-9 7-7-9 7-7-9 7-9-5 0-2-12 Plate Offsets ,Y :0-1-10,0-2-0,4:0-6-10,E 11:0-M.E 12:E .0-30, 14:0-6-0,03-0, 16:0-1-12,0-2-0, 19:0-2-8,0-2-12 LOADING(psf) SPACING 24).0 CSI DEFL in (loc) Ydefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.90 Vert(LL) -0.56 W15 >978 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 1.00 Vert(TL) -1.07 14-15 >509 180 M18SHS 197/144 BCLL 0.0' Rep Stress Incr YES WB 0.79 Horz(TL) 0.34 12 We n1a BCDL 10.0 Code IRC2009/TPt2007 (Matrix) Weight 202 l FT=10% LUMBER TOP CHORD 2x4 SPF Not-ExcepC 2)Wind:ASCE 7-05;1DOmph;TCDL=42pst,,BCDL=5.0psf;h=25ft CaL 11;Fxp B; T2,T3:2x4 SPF 21OOF 1.8E Max Grav enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)0-0-0 to 15.2-8, BOT CHORD 2x4 SPF 1650F 1.5E 19 = 2567(LC 1) Interior(I)15-2-8 to 41-11-2,Exterior(2)41-11-2 to 46-7-4 zone;cantilever left and right WEBS 2x4 SPF Stud-Except' exposed;GC for members and forces&MWFRS for reactions shown;Lumber W7:2z4 SPF NO2,W5:2x4 SPF 165OF 1.5E FORCES (b)-Max.CompJMax.Ten.-AN forces 250(tb)or less except when shown. DOL=1 60 plate grip DOL=1 60 BRACING TOP CHORD TOP CHORD 1-2=288M,2-3�51176,3-4=-3556/577,4-20=5009/1030, 3)Provide adequate drainage to prevent water indicated. Structural wood sheathing directly applied or 2-5-10 oc purfns,except end verticals,and 2a21=5012/1030,5.21=5015✓1030,55=5661/1227, 4)This plates are beenT20 plates unless otherwise bottomed. 2-0-0 oc purfrns(2-2-0 max.):4-11. 6.7=5661/1227,7-8=5061/1129,8-9=-3211/728, with This truss has been designed fora 10.0 psf bottom chord live bad nonconaxrent BOT CHORD 9-10=3211/728,11-12=289/128 with This other rive loads. Rigid ceiling direly applied or 14-12 oc bracing. BOT CHORD 6)"This truss has been designed for alive bad will 2fit bet on the bottom chord in all WEBS 1-19--4/301,18-19=5522745,18-23=544/3078, areas where a rectangle 3 CD tat by 1-0-0 wide wit fit between the bottom chord and 1 Row at micipt 3-19.7-14.8-13 17-23=544/3078,16.17=54413078,16-24=1028/5011, any other members,with BCDL a SPF sf. 2 Rows at 1/3 pts 10-12 15-24=1028/5011,15.25=1227/5661,14-25=1227/5661, 7)A5 bearings are assumed connection be SPF Not. 14-26=1129/5061,13.26=1129/5061.13-27=72813211. wi Provide mechanical atjoi (by others)of truss t0 bearing plate capable of 333. REACTIONS Ib/size) 12-27=72EV3211 withstanding s d si uplift in joint(s)accordance except h=e 200 Intern70, ational 12 = 2467/0.4-0 (min.0314) WEBS 9)this truss is designed 802.10.ante with the ed standard ndard ti0nal Residential Code 1. 19 = 256710-5-8 (min.0.4-0) 2-19=392/181,319-3158/497,3-18=191/569, sections MallR50 p rli1. and representation and referenced standard r the orie/TPIntation t Max Horz 4-16=-6292418,5-16=1141/433,5.15=2391844, 10)Graphical a top representation does rat depict the size or the orientation of the 19 = 195(LC 6) 7-14=721/130,8-W--Of629,8-13=2224/482,10-13=180/1456, 11)in Plat the top and/or bottom chord. Max Uplift 1 D•12=3762/850 11)AN Plates 20 Gauge Unless Noted 12 = -570(LC 4) LOAD CASES) 19 333(LC 5) NOTES (11) Standard Max Grav 1)Unbalanced roof rive lads have been considered for this design. 12 = 2467(LC 1) Job I Tn,ss Truss Type Oty Ply MANNARINO/CLARK ESTATES LOT 2 32371 MH01 Half Hip 1 1 Job Reference 'oral Truss Engkheervhg Corp.,Indian Orchard.MA 01151 7.500 s Nov 26 2013 MiTek Industries.Inc.Tue Jan 06 08 40.46 2015 Paaggee ID:y9hPLlfZnjJPeCmVzug8ndy8kut-IuXHsK1T000AIH8lgYgbfP3aXu6Hclyp2k?PD. U -14 6-3-0 1 11-0-7 18--6 1 25-5-2 32-5-13 1 39-0-9 1 46-9-0 -1 5-2-1 15-2-1 6-10-15 17-0-11 7-0-11 17-0-11 17-2-7 �yt4ilp,llrirwVpyf�1 1 6x10 M78SHS= ] � j Sx6 yB 11 11,1 r rff 1 r.- 4 5 6 7 �_ 8 A3 'M 9� �24 f---�z� �1 ��-' 7.00 12 c +'st ' .. � 41r' 21 ��'+w �+JJJJJJ�?It�r1s�. c�'` ti 3 W6 W6 W6 I YV7 4 6;.6 c 20 19 18 2517 16 26 15 27 14 13 28 12 28 11 9-4-2) 4x6 3x8 M18SHS= 5x5 3x10 M78SHS= Sx6 2649#/300# 2619fN-643# 1-1-4 010 6-3-5 1 11-5-7 26-5-2 32-5-13 39-6 46-9-0 0-10 5-2-1 6-2-1 6-10-15 7-0-11 7-0-11 7-0-11 7-2-7 0-2-12 Plate Offsets X,Y 4.0-6-8,0-2-0, 11:Ed e,O-U, 19:0-2-4,0-1 8 LOADING(psf) SPACING 24)-0 CS1 DEFL in (loc) Well Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.88 Vert(LL) -0.42 13-15 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.87 Vert(TL) -0.7715-16 >710 180 M18SHS 197/144 BCLL 0.0• Rep Stress Incr YES WS 0.98 Horz(TL) 026 11 Na n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weigh 2241b FT=10% LUMBER TOP CHORD 2x4 SPF 165OF 1.5E'Except* T1:2x4 SPF No.2 Max Uplift WEBS BOT CHORD 2x4 SPF 165OF 1.5E 11 = -543(LC 4) 2-20=2449/468,2-19-350/2771,3-19-412/110, WEBS 2x4 SPF Stud-Except' 20 = -000(LC 6) 3-18=193I308,4-18=16/251,4-16=A48/1706,5-16=931/J87, W2:2x4 SPF Not,W&2x4 SPF 165OF 1.5E Max Grav 5-15=156/445,6-13=847/153,8-13=a8848,8-12=2029/377, WEDGE 11 = 2619(LC 1) 9-12=180/1670,9-11=-3280/659 Left:2x4 SPF Stud 20 = 2649(LC 1) BRACING NOTES (13) TOP CHORD FORCES (m)-Max Comp./Max.Ten.-AN forces 250(Ib)or less except when shown. 1)Unbalanced roof live bads have been considered for this design. StrucLaal wood sheathing directly applied or 2-6-10 oc purfins,except end verticals,and TOP CHORD 2)Wind:ASCE 7-05:100mph;TCDL-42pst,BCDL-5.Opsf;h=25ft;Cat II;Exp B; 2-0-0 oc purlins(24-10 max):4-10. 1-2=310/16,2-3=-3645✓538,3.21=3671/574,4-21=3487/585, enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)0.0.0 to 18-0-12, BOT CHORD 4-22=-4244/728,5-22-424M27,5-6=-44931839, Interior(l) 8-0-12 to 41-11-2,6dedor(2)41-11-2 to 46-7-4 zone;cantilever left and Rigid ceiling directly applied or 7-10-9 oc bracing. 6-7�3881/759,741=38811759,8-23=24161487. right exposed;C-C for members and forces 8 MWFRS for reactions shown:Lumber WEBS 9-23=2416/487,10-11=257/114 DOL=1.60 plate grip DOL=1.60 1 Row at midpt 6-13,8-12,9-11 BOT CHORD 3)Provide adequate drainage to prevent water ponding. 1-2 0=2 6131 8,19-20=2701318,18-19=613/3051, 4)AN plates are MT20 plates unless otherwise indicated. REACTIONS (lb/sae) 18-25=552/3108,17-25�552/3108,16-17=552/3108, 5)All plates are 3x6 MT20 unless otherwise indicated. 11 = 2619/D-" (req.0.42) 16-26=726/4242,15-26=726/4242.15-27=839/4493, 6)This truss has been designed for a 10.0 psf bottom chord Iva bad nonconcunent 20 = 2649/0-5-8 (min.0-4-2) 14-27=-839/4493,13-14=-839/4493.13-28=759/3881, with any other Iva bads. Max Horz 12-28=759/3881,12-29=4872416,11-29-4872416 7)`This truss has been designed for a live bad of 20.0psf on the bottom chord in all 20 = 244(LC 6) WEBS areas where a rectangle 3-6-0 tall by 141.0 wide will fit between the bottom chord and Max Uplift 2-20=2449/468,2-19=-3502771.319�412/110. any other members,with BCDL=10.Opsf. 11 = -543(LC 4) 3.18=193/308,4-18=16251,4-16=-448/1706,5.16=9311387. 8)WARNING:Required bearing sae at johgs)11 greater than input bearing sae. 20 = -300(LC 6) 5-15=156/445,6-13=-847/153,8-13=38/848,8.12=2029/377, 9)All bearings are assumed to be SPF Not. Continued on page 2 Job Truss Truss Type City Ply MANNARINO/CLARK ESTATES LOT 2 32371 MH01 Half Hip 1 1 Job Reference tonal Truss Engineering Corp.,Indian Orchard,MA 01151 7.500 s Noy 26 2013 MiTek Industries,Inc. Tue Jan 06 08.40.46 2015 Page 2II ID:y9hPLltZnjJPeCmVzug8ndy8kut-IuXHSK1T000A1 H8lgYgbfP3aXu6Hclyp2k?pD'¢yBUV NOTES (13) yA5g11liurNut!} 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except Qt=1b)11=543.20=300. ♦`�� r 11)This truss Is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSVFPI 1. ti wig 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. _ 13)All Plates 20 Gauge Unless Noted j IL j LOADCASE(S) �•. �Id.11W J Standard r v✓�r�i�Jr�R�b ./It r,rh rhuulryq Job Truss Truss Type Dry Ply MANNARINO/CLARK ESTATES LOT 2 32371 1-101 Roof Special 1 1 Jab Reference honal Truss Engineering Corp..Indian 01 a Fm d.MA 01151 7.500 s Nov 26 2013 MiTek Industries.Inc. Tue Jan 06 08 27 OB 2015 Page 1 ID:y9hPLltZnjJPeCmVzug8ndy8kut-FW62Ad8MThMEvZcYv1?m WvBuTB?axKOPyTsXW6zy8h 26-10-8 14-Oi 3-11-15 i 9-3-3 i 14-6-9 r 18-0-3 _1 23-8-13 2p41�8 r y4 0-.IWNwt! 2-7-15 5-3-4 5-3-6 3-5-11 5-8-9 1-2-1i i �v�ti` 1-11-0 5x5 Bx6 1.5x4 II err lliti 7 21 8 9 5x5 - t h 3 6'20 ., 3x6 4 r.frr►rr-r W 3x4 5 10 3 2 `7 0 7.00 12 4 4 0 c 3x(5 i 19 3 4x9 i 16 2W1 ' 16 15 14 I 3x4= 173rc6 5x12::r 3x4= 6x8= 73 22 23 12 24 25 11 os fi '4) 5x8= 4x9 0-58(0-2d) 5.00 141Q53# 1 2 1427#/,233# Or10,8i 3-11-15 i 9-3- i 14-6-9 i 17-2-8 , 23-8-13 i 26-10-8 i 0-10-8 2-7-15 5-3-4 5-3-6 2-7-15 6-6-5 3. 11 0-5-8 Plate Offsets .Y 1:0-2-5.Ed 1:Ed e,0-0-15 2:0-4-0.0-2-0, :0-2-0.0-2-0, 8:0-0-0,0-2-12 1a:0-2-12.0-2-8, 16:0- -8.0-2-8. 17:0-1-12,0-2-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.40 Vert(LL) -0.12 12-13 >999 240 MT20 1971144 TCDL 10.0 Lumber Increase 1.15 SC 0.63 Vert(R) -0.25 14-15 >999 180 BCLL 0.0• Rep Stress Incr YES WB 0.99 Horz(TL) 0.14 11 nda rVa BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:179lb FT=10% LUMBER TOP CHORD 2x4 SPF No.2•Except• NOTES (10) T4:2x6 SPF No.2 Max Uplift 1)Unbalanced roof Ave bads have been considered for this design. BOT CHORD 2x4 SPF No2'ExcepC 17 = -153(LC 6) 2)Wind:ASCE 7-05;100mph;TCDL=42psf;BCDL=5.DpsF,h=25ft;Cat 11;Exp B; B2:2x4 SPF 1650E 1.5E Marc Grav enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)0-0-0 to 3A-0. WEBS 2x4 SPF No.2•Except• 11 1427(LC 1) Interiog1)3-0-0 to 15-0-3.Exterior(2)154)-3 to 26512 zone;cantilever left and right W1,W2,W3,W4,W5,W6,W7:2x4 SPF Stud 17 = 1454(LC 1) exposed;C-C for members and forces&MWFRS for reactions shown;Lumber WEDGE DOL=1.60 plate grip DOL=1.60 Left:2x4 SPF Stud FORCES (b)-Max CompJMax.Ten.-Ali forces 250(lb)or less except when shown. 3)Provide adequate drainage to prevent water ponding. BRACING TOP CHORD 4)This truss has been designed for a 10.0 psf bottom chord Ave bad nwnconcunent TOP CHORD 2-18=2549/418.3-18=2442/425.319=2020/234, with any other five bads. Structural wood sheathing directly applied or 3-7-6 oc purins,except end verticals,and 4-19=1930236,4-5=1834248,5-0=1447205. 5)•This truss has been designed for a Ave bad of 20.Opsf on the bottom chard in all 240-0 oc pudins(6-"max.):7-8,9-10. 6-20=1009/174,7-20S801187,7-21=-371/99,8-21=,373/98, areas where a rectangle 3-6.0 tall by 14-0 wide will fit between the bottom chord and BOT CHORD 8-9-382(73 any other members,with BCDL=10.0psf. Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 6)All bearings are assumed to be SPF No.2. WEBS 16-17=266/54,15-16=-Wg2141,14-15=-38611667, 7)Provide mechanical connection(by others)of truss to bearing plate capable of 1 Row at midpt 10-11,6-13,7-12,8-12,9.11 13.14=282/1244,13-22=160/773,22-23=160/773, withstanding 100 lb uplift atjoint(s)except(tab)11=233.17=153. 12-23=160(773 8)This truss is designed in accordance with the 2009 International Residential Code REACTIONS (lb/size) WEBS sections R502.11.1 and R802.102 and referenced standard ANSVTPI 1. 11 = 1427/0-5-8 (min.0-24) 2-17=1253/262.2-16=3782293,3-15=495/269,5-15=24/326, 9)Graphical purin representation does not depict the size or the orientation of the 17 = 1454M-5-8 (min.0-24) 5-14=-678r174,6-14=177/903.6-13=1065/275, puriin along the top andlor bottom chord. Max Horz 7-13=112/814,7-12=846/185,8-12=263/190,9.12=209/1139, 10)AN Plates 20 Gauge Unless Noted 17 = 306(LC 6) 9-11=1365259 Max Uplift CASE(S) 11 = -233(LC 5) Standard Job Truss Tnas Type Oty Ply MANNAR)NO/CLARK ESTATES LOT 2 32371 G03 Half Hip Girder 1 1 Job Reference tonal Truss Engineering i55F ,Indian Orchard,MA 01151 7.500 s Nov 26 2013 MiTek Industries.Inc. Tue Jan 06 0823.25 2015 Page 1 ID:y9hPLKZnjJPeCmVzug8ndy8kut-Hc8lNNRUe9Gtel3hLPVTztRkwFwCBYXagGKEBXzy8km 1.4-0 3-114 5 6-7-1 1 10-6-13 1 14-6-9 1 17-2-8 21-10-12 26-10-8 1-" 2-7-15 2-7-2 1 3-11-12 1 3-11-12 12-7-15 4-8-4 4-11-12�`M�y,�� NAILED r '? NAILED NAILED NAI NAI ED NAIFED NAI ED NAI D I�tAA.Et]G 2. •r �� �' 5x5 NAI ED 3 4 NAILED 1.4 II NAt[ED4x9 NAILED NAI ED 3x6= NA"ED: Io 18 -nn �6 _ 7 6 )� + h 7.00 V2 3x6 i rr `,r n141a 1C�4 3 W13 1 1 N 5x6 i a 2 1 16 15 14 13 n 6x6= 3x4 3x6= 7x8= n 28 to 3i4- NAILED 29 30 11 31 32 3x81117 NAILED NAI � 10 5x6: 5.0012 NAILED NAILED ��- 3x6 4x6 NAILED NAILED NAILED NAILED lis 0s-8(0-2-7) -10 s -069M 3-11-15 6-7-1 10-6-13 14-6-9 1T-2-8 21-10-12 26-10-8 15a4xr 71n -1 2-T-15 2-7-2 3-11-12 3-1142 2-7-15 4�� 4-11-12 0-5-8 Plate Offsets Y 1:0-2-5.Ed 1:E e,0-0-15, 4:0.2-8,0-1-12, :0.2-0,E 12:0-2-4.0-3.4. 13:0-2-12,04-6, 17:0-2-4.0-2-8 LOADING(psf) SPACING 2-0.0 CS1 DEFL in (loc) VdeB L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.58 Vert(LL) 0.22 13-14 >999 240 MT20 1971144 TCDL 10.0 Lumber Increase 1.15 BC OAS Vert(TL) -0.36 13-14 >852 180 BCLL 0.0' Rep Stress Incr NO WB 0.71 Horz(TL) 0.15 10 rVa We BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight 134lb FT=10% LUMBER TOP CHORD 2x4 SPF NO2 BOT CHORD 2x6 SPF 165OF 1.5E-Except' Max Uplift WEBS B1:2x4 SPF Not,B2:2x4 SPF 165OF 1.5E 17 = -069(LC 5) 2-17=1314/642,2-16=11362378,4-14=788/1273, WEBS 2x4 SPF Stud-Except' 10 = -871(LC 3) 5-14=664/471,5-13=200/312.6-13=305/239,7-13=-8Ml446, W2:2x4 SPF No.2 Max Grav 7-12=-694/447,7-11=1004/566.8-11=338/724, WEDGE 17 = 1550(LC 1) 8-10=1960/1083 Left:2x4 SPF Stud 10 = 1544(LC 1) BRACING NOTES (13) TOP CHORD FORCES (Ib)-Max CompJMax.Ten.-AN forces 250(Ib)or less except when shown. 1)Unbalanced roof live bads have been considered for this design. Structural wood sheathing directly applied or 3--15 oc pudins, except end verticals,and TOP CHORD 2)Wind:ASCE 7-05;100mph;TCDL=42psf;BCDL=5.Opst;h=25ft;Cat 11;Exp B; 2-0-0 oc pudins(2-10-2 max):4-9. 2-3=2716/1329,3-18=2523/1309,4-18=2447/1311, enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; BOT CHORD 4-19=318311752,5-19=3186/1753,5-20=3394/1875, Lumber DOL=1.60 plate grip DOL=1.60 Rigid ceiling directly applied or 6-0-0 oc bracing. 6-20=3394/1875.6-21=3394/1875,7-21=3394/1875, 3)Provide adequate drainage to prevent water ponding. WEBS 7-22=1591/881.22-23=15911881,8-23=1591/881 4)This buss has been designed for a 10.0 psf bottom chord Ive bad nonconcument 1 Row at midpt 8.10 BOT CHORD with any other five bads. 15-16=12132275,15-26=11682186,14-26=1168/2186, 5)-This truss has been designed for a live bad of 20.Opsf on the bottom chord in all REACTIONS (Ib/size) 14-27=1751/3182,13-27=1751/3182,13-28=13622480, areas where a rectangle 3-&0 tall by 1-0-0 wide will fit between the bottom chord and 17 = 155010-5-8 (min.0-2-7) 12-28=13722459,12-29=13072358.2930=1307/2358, any other members. 10 = 1544/0-5-8 (min.0.2-7) 11-W--13072358,11-31=-881/1591.31-32=-881/1591, 6)All bearings are assumed to be SPF Not. Max Horz 10-32=881/1591 7)Provide mechanical connection(by others)of truss to bearing plate capable of 17 = 147(LC 5) WEBS withstanding 100 Ib uplift atjoint(s)except Qtdb)17�69,10=871. Max Uplift 2-17=1314/642.2-16=11362378.4-14=788/1273, 8)This truss is designed in accordance with the 2009 International Residential Code 17 = -069(LC 5) 5.14=664/471,5-13=200/312,6-13=-305239,7-13=-W9/1446, sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 10 -071(LC 3) 7-12=694/447,7-11=1004/566,8-11=-3381724, 9)Graphical purfin representation does riot depict the size or the orientation of the Continued on page 2 purfin along the top and/or bottom chord. Job Truss Thus Type aty Ply MANNAMNO/CLARK ESTATES LOT 2 32371 G03 Half Hip Girder 1 1 Job Reference(optional) Truss Engineering Corp..Indian Orchard,MA 01151 7.500 s Nov 26 2013 MrTek Industries,Inc.Tue Jan 06 08.23:25 2015 Page 2 ID:y9hPLItZnjJPeCmVzug8ndy8kut-Hc8lNNRUe9Gtel3hLPVTztRkwFwCBYXagGKEBXzy8krn NOTES (13) t'tr+� N'r;�r 10)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3257 toenails.For more `�L L+ kff, details refer to KTeKs ST-TOENAIL Detail. �,?� (�� 11)Hanger(s)or other connection device(s)shall be provided sufficient to support �}� '4r''f' �• �, f(�►��%r concentrated load(s)30 lb up at 8-7-13,30 lb up at 10-7-13.and 30 b up at 12-7-13, and 30 lb up at 14413 on bottom chord.The designtselection of such connection device(s)is the responsibility of others. f 12)In the LOAD CASE(S)section,bads applied to the face of the truss are rated as front(F)or back(B). 13)Al Plates 20 Gauge Unless Noted LOADCASE(S) Standard •. �, •'��]c`� 1)Dead a Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 '�yrr} UniformLoads(pif) tIrIrr•rrs Art Vert 1-4=-80,4-9--W.1-17=20,16-17=20,13-16=20,12-13=20,10-12=20 Concentrated Loads(lb) Vert 4=-46(F)9-37(F)13=1515=26(F=11)14=15 5=-46(F)6=46(F)19--46(F) 20-46(F)21=25(F)22=37(F)23=-37(F)24=-37(F)25=37(F)26=15 27=15 28=6 29=16(1`)30=16(F)31=16(F)32=16(F) Job Truss Tnrss Type Oy Ipty IMANNAMNO/CLARK ESTATES LOT 2 32371 G02 HaH Hip Girder 1 Z Jab Reference(optional) Truss Engineering Corp.,Indian Orchard,MA 01151 7.500 s Nov 26 2013 MTek Industries,Inc.Tue Jan 06 08.1224 2015 Page 1 ID:y9hPLltZnjJPeCmVzug8ndy8kut-7ShseMRsl4_gdl e758ThUZtroJhgYOlgxjmVLzy8v -1 5-0-14 1 11-5-7 17-3-12 1 23-2-0 1 29-0-5 34-10-10 1 40-8-15 1 46-9-0 -1 4-7-10 5-8-9 5-10-5 5-10-5 5-10-5 5-10-5 5-10-56-Qi,,1tx�IRS •,� 'tip'r'k� WI� x t � 6x6 I I I I I I I I 7.00 12 NAILS NAI D NAILED NAILED NAI D NAI ED NAILED NAILED NAI D NAI D NAILED NAI NAILED Ni NI D NAILED NAI�EA D Is1AILED• Ntt11LED 4 5 6 3 10 40 7fill rrr �y = h4 �}�t' Z`` >r 5ri Im 2 M 1"/ nn 23 22 43 44 45 21 46 47 20 4819 49 50 18 5152 53 77 16 54 15 55 56 14 57 5B 13 4x6= 4x8= _ 4x6 2pS�(l�T,1 NAILED 4x6 4x6 NAILED NAILED 4 NAILED NAILED 4 Sx6 NAILED 4 - NAILED NAILED 4 NAILED NAILED4-0(0-1-15) g2M NAILED NAILED NAILED NAILED dx4-_ NAILED NAILED QED NAILED NAILED 2486#/-1419A NAILED NAILED NAILED 1-1.4 010 5-8-14 11-5-7 17-0-12 23-2-0 29-0-5 34-10-10 40-8-15 46-9-0 0-10 4-7-10 5-0-9 5-10-5 5-10-5 5-10-5 5-10-5 5-10-5 6-0-1 0-24 2 LOADING(psf) SPACING 24).0 CSI DEFL in (loc) Well Lid PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 031 Vert(LL) 0.65 17-18 >843 240 MT20 1971144 TCDL 10.0 Lumber Increase 1.15 BC 0.51 Vert(TL) -1.02 17-18 >534 180 BCLL 0.0• Rep Stress Ina NO WB 0.93 Horz(TL) 0.15 13 rVa Na BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight 442 b FT=10% LUMBER TOP CHORD 2x4 SPF Ni BOT CHORD 2x6 SPF 165OF 1.5E TOP CHORD WEBS WEBS 7x4 SPF Stud 1-2=577/270,2-3=-3660/1956,324=6051/3447, 2-23=2198/1128,2-22=1548/2630,3-22=.363242, BRACING 24.25=6054/3447,25-26=6054/3448.26.27=60558448, 3-21=2039/3456,4-21=1632/1020,4-19=12182089, TOP CHORD 4-27=6057/d448,4-28=7849/4504,28-29=7849/4504, 5.19=910/590,5-18=481818,7-18=274221,7-17=500278, Structural wood sheathing directly applied or 6.0-0 oc purlins,except end verticals,and 29-30=7849/4504,5-30=7849/4504,5-31=8536/4922, 8-17=153/402,8-15=1785J1022,9.15=-530/1022, 24).0 oc pudins(38-9 max):3-12. 31-32=8536/4922,6-32=-8536/4922,6.33=-8536/4922, 9-14=-3084/1787,11-14=-876/1625,11-13=-43312508 BOT CHORD 7-33=853614922,7-34=-8101/4685,34-35=8101/4685, Rigid ceiling directly applied or 8-10-5 oc bracing. 8-35=8101/4685,8-36=4550/3797,36.37=-6550/J797, NOTES (16) 9-37=655013797,938--38712245.38.39-38712245, 1)2-ply truss to be connected together with 10d(0.131"X )nails as follows: REACTIONS (lb/size) 10-39=-U712245,1040-8712245,11-40-38712245 Top chords connected as follows:2x4-1 row at D-7-0 oc. 13 = 2486111 (min.0-1-15) BOT CHORD Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. 23 = 2622A)-" (min.0-2-1) 1-23=216r516,22-23=340/516,2243=1735/3123, Webs connected as follows:2x4-1 row at 0-7-0 oc,Except member 22-2 2x4-1 row Max Horz 4344=1735/3123,4445=1735/3123,2145--1735/3123, at 0-9-0 oc,member 22-3 2x4-1 row at 0-9-0 oc,member 213 2x4-1 row at 0-9-0 oc, 23 = 128(LC 5) 2146=3446/6053,4647=3446J6053,2047=3446/6053, member 4-21 2x4-1 row at 0.9-0 oc,member 19.4 2x4-1 row at 0-9-0 oc,member Max Uplift 2048=3446/6053,1948=-1446/6053,1949=4504R849, 5-19 2x4-1 row at 0-9-0 oc,member 18-5 2x4-1 row at 0-9-0 oc,member 7-18 2x4- 13 = -1419(LC 3) 49.50--450417849,5051�45DM849,18-51�4504/7849, 1 row at 0-9-0 oc,member 17-7 2x4-1 row at 0-9-0 oc,member 8-17 2x4-1 row at 23 = -12711 5) 18-52=49228536,52-53=4922/8536,17-53=4922/8536, 0-9-0 or,member 15.8 2x4-1 row at 0-9-0 oc,member 9-15 2x4-1 row at D-9-0 oc, Max Grav 16.17=4685/8101,16.54=AW5/8101.15.54=-4685/8101, member 14-9 2x4-1 row at 0-9-0 oc,member 11-14 2x4-1 row at 0-9-0 oc,member 13 = 2486(LC 1) 15-55=3797/6550,55.56=3797/6550,14-56--3797/6550, 13-11 2x4-1 row at 0.9-0 oc. 23 = 2622(LC 1) 14-57=2245/3871,57-58=2245/3871,13.58=2245/3871 2)AN bads are considered equally applied to all pies,except if noted as front(F)or WEBS back(8)face in the LOAD CASE(S)section.Ply to ply connections have been FORCES (b)-Max CompJMax.Ten.-AN forces 250(lb)or less except when shown. 2-23=2198/1128,2-22-15482630,322=363242, provided to distribute only loads noted as I or(B),unless otherwise indicated. TOP CHORD 3.21=2039/3456.4-21=1632/1020,4-19=12182089, 3)Unbalanced roof live loads have been considered for this design. 1-2=577270,23�3660/1956,3.24=-6051/3447, 5-19=910/590,578=481/818,7-18=274221,7-17=500278, Continued on page 2 1 Job Truss Truss Type aty Ph MANNARINO/CLARK ESTATES LOT 2 32371 G02 Half Hip Girder 1 Job Reference(optional) Truss Engineering Corp.,Indian Orchard,MA 01151 7.500 s Nov 26 2013 MTek Industries,Inc.Tue Jan 06 08.12 24 2015 Page 2 ID:y9hPLltZnjJPeCmVzug8ndy8kut-7ShseM RSI4_grj1 e758ThUZIroJhgYOlgxjmV(zy8v NOTES (16) t1r>>H;tiurrAt" 4)Wind:ASCE 7-05;100mph:TCDL=41pst;BCDL=5.Opsf;h=25R Cal 11;Exp B: w�� �� "/j enclosed;MWFRS(low-rise)gable and zone;cantilever left and right exposed;Lumber DOL-1.60 plate grip DOL-1.60 5)Provide adequate drainage to prevent water pond 6)AS plates are 3x6 Mi20 unless otherwise indicated. 7)The solid section of the plate is required to be placed over the splice fine at joint(s)16. 8)Plate(s)at joint(s)16 checked for a plus or minus 3 degree rotation about its center. 9)This truss has been designed for a 10.0 psf bottom chord five bad nonconcurrerd with i any other Iva bads. 9J0.11iE3 4'. 10)"This truss has been designed for a five load of 20.Opsf on the bottom chord in all P�y areas where a rectangle 3-0.0 tag by 1-0-0 wide will fit between the bottom chord and any ��{ # •MrC' J F� other members. 11)All bearings are assumed to be SPF No.2. 12)Provide mechanical connection(by others)of truss to bearing plate capable of d5tk withstanding 100 lbuplift at ioint(s)except Ut=b)13=1419,23=1276. f rYfr►r,-r r+� 13)This truss is designed it accordance with the 2009 International Residential Code sections R502.11.1 and R802.101 and referenced standard ANSVTPI I. 14)Graphical purfin representation does not depict the size or the orientation of the purlin along the lop andtor bottom chord. 15)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x315")be-nails.For more details refer to MITek's ST-TOENAIL Detail. 16)AA Plates 20 Gauge Unless Noted LOAD CASE(S) Standard 1)Dead+Rod Live(balanced):Lumber Increase=1.15,Plate Increase=11.15 Uniform Loads(pif) Vert 1-3=80,3-12=-80,1-13=20 Concentrated Loads(lb) Vert 3=14(B)22=55(B)17=5(B)8=14(B)15=5(13)9=14(B)14=5(B)11=14(B) 16=5(B)24=14(B)25=14(B)27=14(8)28=14(B)29=14(B)30=14(B)31=14(B) 32=14(B)33=14(13)34=14(B)35=14(131)36=14(B)37=14(B)38=14(B)40=14(8) 41=14(B)42=14(B)43=5(8)44=5(B)45=5(B)46=5(B)47=5(B)48=5(8)49=5(B) 50=5(B)51=5(B)52=5(8)53=5(B)54=5(1]1)55=5(B)56=5(B)57=5(B)58=5(B) Job truss Truss Type atr MY MANNARINO/CLARK ESTATES LOT 2 32371 G01 Roof Special Girder 1 1 Job Reference banal Tans Engineering Corp.,Indian Orchard.MA 01151 7.500 s Nov 26 2013 MiTek Industries,Inc.Tue Jan 06 08.19 22 2015 Page 1 ID:y9hPLttZnjJPeCmVzug8ndy8kut�usytNHV2sVeM7y_OeUdet8sluVmbNpozzt97zy8o 24 0-15 -1 5-10-15 8-1-5 1 15-9-15 23-10-8 31-11-1 39-7-12 43-8-12 44-9-0 �N IiNsgtlr� -1 3-0-0 2-2-6 7-8-10 8-0-9 8-0-9 7-8-11 co 1-9-11 c �G;,r j• �� , 10x12 M18SHS i 8 ` ji 3x6 3x6 T 9 3x8 i 25 3x8 NAILED 3x6 i 6 0 10 7.00 122 6x6 5x8 M18SHS� 24 VY9 W1 51 5 11 2 1&4 1.5x4 7 2 4 12 i^ 1 13 13 Iw IN 23 26 22 21 20 19 27 18 28 17 16 15 14 c ( D 4x6 3x6 3x10 M18SHS= 3x8= 4x6 0-5 ) 1 1 ) 265�1[1 Z52 10 - # 1-1 3x6 3x8 MtBSHs= 43-10-68 Oil 0i-i8 5-10-15 ,8-1-51 15-9-15 , 23-10-8 i 31-11-1 1 39-7-12 1 _43-8-12 4"9r0 011�0�1'2-2-6 7-840 8-0-9 8-0-9 7-8-11 4-1-0 0-142 0-2-12 0-10-8 Plate Offsets Y S-3-8,0-14. 4:03-0.0-2-4, 8:0-9-1,0-1-14, 16:0-2-0,0-2-0, 22:0-1-12,0-1-8, 23:0-38,0-iB LOADING(psf) SPACING 2-0-0 CSI DEFL in (Ioc) Vdeft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.93 Verl(LL) -0.33 18-19 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.89 Vert(TL) -0.60 18-19 >775 180 M18SHS 197/144 BCLL 0.0' Rep Stress Ina NO WB 0.90 Horz(TL) 0.14 15 nda n1a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight 203 b FT=10% LUMBER TOP CHORD 2x4 SPF No.2'Except- T4,T3:2x4 SPF 165OF 1.5E Max Uplift WEBS BOT CHORD 2x4 SPF 165OF 1.5E 23 = -291(LC 5) 3-23=2505/329,3.22=300/3202,4-22=1645/176, WEBS 2x4 SPF Stud-Except' 15 = -256(LC 6) 4-21=962/148,521�36/740,519=1315259,7-19=18/795, W3,W9,W10,W11:2x4 SPF No.2 14 = -107(LC 12) 7-18=1304/214,8-18=133/1222,9-18=314/214, BRACING Max Grav 9-16=522/117,11-16=892093,11-15=2487/316 TOP CHORD 23 = 2093(LC 11) Structural wood sheathing directly applied or 2-9-10 oc pudins,except 15 = 2650(LC 11) NOTES (13) 2-0-0 oc purlins(2-1-12 max):3-4. 14 = 108(LC 13) 1)Unbalanced roof live bads have been considered for this design. BOT CHORD 2)Wind:ASCE 7-05;100mph;TCDL=42pst BCDL=5.Opsf;h=25ft;Cat 11;E-V B; Rigid ceiling directly applied or 6.0.0 oc bracing. FORCES (b)-Max.CompJMax.Ten.-AN forces 250(lb)or less except when shown. enclosed;M WFRS(low-rise)gable end zone;cantilever left and right exposed: WEBS TOP CHORD Lumber DOL=1.60 plate grip DOL=1.60 1 Row at midpt 5-19.7-18.9-18 3-=46261521,45=4348/468,524=.3089/297, 3)Provide adequate drainage to prevent water pondxg. 6-24=2973r",6-7=2943/327,7-0=2019/292,8-9=2015/292, 4)AN plates are MT20 plates unless otherwise indicated. REACTIONS (Ib/size) 9-25=1937239,10-25=1941/221,10-11=2092219, 5)This truss has been designed for a 10.0 psf bottom chord live bad nonconcurenl 23 = 2077/0-5-8 (min.0-3-5) 11-12=22M29,12-13=52/314 with any other Iva bads. 15 = 264WS-8 (min.04-2) BOT CHORD 6)`This truss has been designed for a Iva bad of 20.Opsf on the bottom chord in all 14 = 9M38 (min.0-1-0) 2326=342/1874,22-26=-342/1874,21-22=480/4496, areas where a rectangle 3.6-0 tag by 14).0 wide wil fit between the bottom lard and Max Horz 20-21=—nM757,19-20-366/3757,19-27=15212542. any other members,with BCDL=10.Opsf. 23 = -356(LC 3) 18-27=15212542,18-28=-38/1677,17-28=38J1677, 7)All bearings are assumed to be SPF Not. Max Uplift 16-17=38/1677,15-16=257/53,14-15=257/53,13-14=257/53 8)Provide mechanical connection(by others)of truss to bearing plate capable of 23 = -291(LC 5) WEBS withstanding 100 b uplift aljoint(s)except Ott)23=291,15=256,14=107. 15 = -256(LC 6) 3-23=2505/329.3-22=-3008202,4-22=1645/176, 9)This truss is designed in accordance with the 2009 Intemational Residential Code 14 = -107(LC 12) 4-21=962/148,521�36R40,Sig=t315/259,7-19=18/795, sections R502.11.1 and R802.102 and referenced standard ANSVrPI 1. Continued on page 2 Job truss Truss Type �Qty �r MANNARINO/CLARK ESTATES LOT 2 32371 G01 Roof Special Girder 1 1 Job Reference tonal Truss Engineering Corp.,Indian Orchard.MA 01151 7.500 s Nov 26 zo13 Walk Industries,Inc.Tue Jan 06 08.19 22 2015 Page 2 ID:y9hPLIRn)JPeCmVzug8ndy8kut-usytNHV2sVeM7y cteUdet8sluVmbNpozzt97zy8o NOTES (13) �14�15�asNrt/ 10)Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 11)"NAILED"indicates 2-12d(0.14EW.25")toenails.For more details refer to WeKs -5A' ST-TOENAIL Detail. 4 y'+ 12)In the LOAD CASE(S)section,bads applied to the face of the fuss are rated as front(F)or back(B). K 13)All Plates 20 Gauge Unless Noted LOAD CASE(S) -�f ►i0.11 vEa I i Standard 1)Dead+Roof Live(balanced)+Uninhab.Attic Storage:Lumber hraease=1.15,Plate y i Increase=1.15 Uniform Loads(plf) Vert 1-3=-80,3-4=-80,"---80,8-13=-80,1-19=20,19-27=-60,27-28=20,16-28=-60 k� ,13-16=20 rfrt k r•r r ti r an Concentrated Loads(lb) Vert 3=48(F)26=17(F) Job 7CJO2 muss Type Oty Ply MANNARINOfCLARK ESTATES LOT 2 32371 Diagonal Hip Girder 1 1 Job Reference(optional) Truss Engneenng Corp.,Indian Orchard,MA 01151 7.500 s Nov 26 2013 MTek Industnes,Inc. Tue Jan 06 08.19.30 2015 Page 1 I D:y9hPLltZnjJ PeCmVzug 8ndy8 kut-fP Rv20b4yfDyB b W4Zn MyKDdm WoUeQ b7d C v IRfzy8o 2-1-12 6-9-8 _ , 7-9-9 , 2-1-12 4-7-11 1-0-2 11ti�11�:1""'lu/r✓7zf 3x6 11 0 ) AI/f�y 2J� v 4 r - . ' 1x34 11 W 3 % ' i Z 5.74 12 N 9 tt a 2rR ZO r� �•.l NAl 8 W4 W l,rlrr rr�ra�4 Tt W3 J_ 3x4 i:r- Q Z 2 B3 55 1 W1 11 6 171N0k !+ 10 NAILED 1x411 81 NAILED 4x4= 3x4= 11 7 4x4= L87 12 0$4(0-1.8) 7-9-9 14-9 2-14M46# 6-9-8 7-8-13 1.4-9 0-9-3 4-7-11 0-11-6 0-0-12 Plate Offsets(XY) [6.0.1-12,0-2-4 LOADING(psf) SPACING 2-M CSI DEFL in (loc) Well Idd PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC OA2 Vert(LL) 0.06 6 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.18 Ved(TL) -0.07 6-7 >928 180 BCLL 0.0• Rep Stress Ircr NO WB 0.05 Horz(TL) -0.02 4 Na n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight 31 lb FT=10% LUMBER TOP CHORD 2x4 SPF No.2 11)In the LOAD CASE(S)section,bads applied to the face of the buss are noted as BOT CHORD Zx4 SPF No.2 WEBS F B front( )or bade( )• WEBS 2x4 SPF No.2 2-7�I14/196 12)Al Plates 20 Gauge Unless Noted BRACING TOP CHORD NOTES (12) LOAD CASE(S) Structural wood sheathing directly applied or 6-0-0 oc purfins, except end verticals. 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=5.Opsf;h=25ft Cat.11;Exp B: Standard BOT CHORD enclosed;MWFRS(low-nse)gable end zone;cantilever left and right exposed; 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Rigid ceiling directly applied or 6-0-0 oc bracing. Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord five b m ad nonconaent Uniform Loads 1 REACTIONS (lb/size) with any other rive loads. Vert 1nt=8Q 1-7= 6 7=20,5 6=20 5 = 9/Mechanical 3)•This truss has been designed for a live bad of 20.Opsf on the bottom chord in al Concentrated Loads(b) Vert 8=17(B)9=64(F)10=11(B)11=3(F) 7 = 489/0.8-8 (min.0-1-8)8) areas where a rectangle 3.6-0 tat by 1-0-0 wide wit fitbetween the bottom chord and 4 = 173/Mechanical any other members. Max Horz 4)Al bearings are assumed to be SPF Not. 7 = 149(LC 5) 5)Refer to girder(s)for truss to truss connections. Max Uplift 6)Provide metal plate or equivalent at bearing(s)4 to support reaction shown. 7 = -146(LC 5) 7)Provide mechanical connection(by others)of lass to bearing plate capable of 4 = -142(LC 5) withstanding 1001b uplift atjoings)except(j--lb)7=146,4=142. Max Grav 8)This truss is designed in accordance with the 2009 International Residential Code 5 = 17(LC 2) sections R502.11.1 and R802.102 and referenced standard ANSUfPI 1. 7 = 489(LC 1) 9)Gap between inside of top chord bearing and first diagonal or vertical web shal not 4 = 173(LC 1) exceed 0.500in. 10)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x325")toe-nails.For more FORCES (b)-Max CompJMax.Ten.-Al forces 250(lb)or less except when shown. details refer to MTeKs ST-TOENAIL Detail. Job Truss I City Ply MANNARINO/CLARK ESTATES LOT 2 32371 CJO1 Diagonal Hip Girder 1 1 Job Reference tional Truss Engineering Corp..Indian Orchard.MA 01151 7.500 s Nov 25 2o13 MiTak Industnes,Inc. Tue Jan 06 08.19 38 2015 Page 1 ID:y9hPLltZnjJ PeCmVzugBn dyBkut-Qxwxkmh 55Qf5vPD3YExEGOY29IXH W 2gATSrlBzy8o 1-9-4 , 3-3-13 , 6-9-2 , 1-9-4 1-6$ 1 3-5-5 I rr�•�+tti+ t;r,.uvey�y�� 5.74 V2 114N-60At V N0.111if!I f(� NA1 )',1J NAILS 7 Z fir r ti 3x6 i Z ''� r'V/' hirib6k` +a'� U 1x4 II p z J 1 W1 / z 3x4 6 9 NAILED NAILED 70#1.528 g 6 3x4 5 0.�4l(0-1-8) 41%W-12a0 144 1-9-� 6-8-7 6-Q-2 14-8 0443 4-11-3 0 -11 LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 020 Vert(LL) -0.01 5-0 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.12 Vert(fL) -0.03 5-6 >999 180 BCLL 0.0• Rep Stress Incr NO WB 0.05 Horz(TL) -0.00 5 Na Na BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight 24 b FT=10% LUMBER TOP CHORD 2x4 SPF Not BOT CHORD 2x4 SPF No.2 WEBS LOAD CASE(S) WEBS 2x4 SPF No.2 3-6=320/89 Standard BRAgNG 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 TOP CHORD NOTES (11) Uniform Loads(plf) Structural wood sheathing directly applied or 6-OA oc purins. 1)Wind:ASCE 7.05;100mph;TCDL=42psf;BCDL=S.Opsf;h=25ft;Cal.11;Ew B; Vert:1-"- 0,1-5=20 BOT CHORD enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; Concentrated Loads(b) Rigid ceiling directly applied or 6-0-0 oc bracing. Lumber DOL=1.60 plate grip DOL=1.60 Vert 3=38(F)7=52(B)8=20(F)9=18(B) 2)This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent REACTIONS (b/size) with any other live loads. 4 = 106JMechanical 3)•This truss has been designed for a five bad of 20.Opsf on the bottom lard in all 5 = 56/Nlechanical areas where a rectangle 3-"tall by 14)A wide will fit between the bottom chord end 6 = 383/0-9.9 (nrin.0-1-8) any other members. Max Horz 4)AN bearings are assumed to be SPF No.2. 6 = 132(LC 5) 5)Refer to girder(s)for buss to buss connections. Max Uplift 6)Refer to girder(s)for truss to truss connections. 4 = -00(LC 5) 7)Provide mechanical connection(by others)of suss to bearing plate capable of 5 = -52(LC 5) withstanding 100 lb uplift at joint(s)4,5 except(jHb)6=124. 6 = -124(LC 5) 8)This truss is designed in accordance with the 2009 International Residential Code Max Gray sections R502.11.1 and R802.102 and referenced standard ANSVTPI 1. 4 = 114(LC 9) 9)"NAILED"irxicetes 2-12d(0.148"x325")toe-nails.For more details refer to MiTek's 5 = 70(LC 9) ST-TOENAIL Detail. 6 = 419(LC 9) 10)In the LOAD CASE(S)section,bads applied to the face of the truss are noted as front(F)or back(B). FORCES (b)-Max CompJMax Ten.-AN forces 250(b)or less except when dawn. 11)AN Plates 20 Gauge Unless Noted job Truss Truss Type Oly pY nMANNARINO/CLARK ESTATES LOT 2 32371 09 Jack-Open 5rence bona) Truss Engineering Corp.,Indian Or&-ard,MA 01151 7.500 s Nov 26 2013 MITek Industries,Inc.Tue Jan 06 08 06 05 2015 Page 1 ID:y9hPLKZnjJPeCmVzugendy8kut-kXla5ms7ZdERtTZoQ?rbgZN7g02lWMFVV TPChpzy9 4-6-14 4$-14 �� ,r4.,rNryl7kr 4,{ r 3 Z1.4 o# �;- hrf r►�r•I I��A11�\ 0 1 7-5x4= 60#/-16# 5 4 10 II ,0-10-8, 4-6-14 0-10-8 3-8-6 Plate Offsets X.Y 1:E .0-0 6 LOADING(psf) SPACING 24).0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.18 Vert(LL) 0.02 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.17 Vert(TL) -0.01 4-5 >999 180 BCLL 0.0• Rep Stress Incr YES WB 0.06 Horz(TL) -0.04 3 Na n1a BCDL 10.0 Code IRC20091TPI2007 (Matrix) Weight:13lb FT=10% LUMBER TOP CHORD 2x4 SPF Not BOT CHORD 2x4 SPF No.2 WEBS WEBS 2x4 SPF Stud 2-5=260/167 BRACING TOP CHORD NOTES (8) Structural wood sheathing directly applied or 4-6-14 oc pains. 1)VVind:ASCE 7-05;100mph;TCDL=42psf;BCDL=5.Opsf;h=25ft;CaL II;Exp B; BOT CHORD enclosed;MWFRS Qowtise)gable end zone and C-C Exterior(2)zone;cantilever left Rigid ceiling directly applied or 10-0.0 oc bracing. and right exposed;C-C for members and forces&MVVFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 REACTIO chord Qb/size) 2)This truss has been designed for a 10.0 psf bottom rord live load nonconcurrent 3 = 117/Mechanical with any other live bads. 4 36/Mechanical 3)•This truss has been designed for a live bad of 20.Opsf on the bottom chord in all 5 = 299I0-5-8 (min.0-1-8) areas where a rectangle 3-6-0tag by 1-0-0 wide will fit between the bottom chord and Max Horz any other members. 5 = 152(LC 6) 4)All bearings are assumed to be SPF Not. Max Uplift 5)Refer to girder(s)for truss to truss connections. 3 -100(LC 6) 6)Provide mechanical connection(by others)of truss to bearing plate capable of 4 = -16(LC 6) withstanding 100 lb uplift at joints)3,4. Max Grav 7)This truss is designed in accordance with the 2009 International Residential Code 3 = 117(LC 1) sections R502.11.1 and R802.102 and referenced standard ANSViPI 1. 4 = 60(LC 2) 8)All Plates 20 Gauge Unless Noted 5 = 299(LC 1) LOAD CASE(S) FORCES (b)-Max CompJMax.Ten.-AN forces 250(lb)or less except when shown. Standard Job Truss Tens Type Oh PlyMANNARINO/CLARK ESTATES LOT 2 32371 08 Jack-Open 1 1 Job Reference tonal Tens Engineering Corp..Indian Orchard,MA 01151 7.500 s Nov 26 2013 MiTek Industries,Inc.Tue Jan 06 08 05:38 2015 Page 1 ID:y9hPL"JPeCmVzug8ndy8kut-0L9NRXXBwKgG8KYcLgsFDUV 8sjh8XXJmMHEtzy97 1.4-0 a-11-7, "-14 , Z y 320#1-2# ti ? �Qp os#/-1z11iU � os Z Z 1x4 ll O fxrii111 itwl All�l 3 T1 U� 3x6�i W o J 2 Q W3 Z 1 w1 N 61 to 25.4= 6 4x4: 51#10# 7 4x4= 5.00 12 1-11-7 t 0-10-8 1-0 t 4-6-14 t 0 01 -8 0-"0 7-7-! 2-7-8 Plate Offsets X Y 1:E e,0-0.6, 6:0-2-0,0-2-4 LOADING(pst) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TO 021 Vert(LL) 0.03 6 >999 240 MT20 1971144 TCDL 10.0 Lumber Increase 1.15 BC 0.06 Vert(TL) 0.03 6 >999 180 BCLL 0.0• Rep Stress Inv YES WB 0.06 Florz(TL) -0.06 4 Na rJa BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight 16 lb FT=10% LUMBER TOP CHORD 2x4 SPF Not SOT CHORD 2x4 SPF Not WEBS WEBS 2x4 SPF Stud 2-7=271178 BRACING TOP CHORD NOTES (8) Structural wood sheathing directly appied or 4-&14 oc pains. 1)Wind:ASCE 7-05;100mph;TCDL=42psF,BCDL=5.0pst;WWI;Cal.II;Exp B; BOT CHORD enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)zone;cantilever left Rigid ceiling directly applied or 6-0-0 oc bracing. and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 REACTIONS (lb/size) 2)This truss has been designed for a 10.0 psf bottom chord live bad nonconaxrent 4 = 105/Mechanical with any other 5"bads. 7 = 320M-5-8 (min.0-1-8) 3)'This truss has been designed for a lye bad of 20.Opsf on the bottom chord in all 5 = 26/Mechanical areas where a rectangle 3-"tall by 14)-0 wide will fit between the bottom chord and Max Horz any other members. 7 = 152(LC 6) 4)All bearings are assumed to be SPF No.2. Max Uplift 5)Refer to girder(s)for truss to truss connections. 4 = -128(LC 6) 6)Provide mechanical connection(by others)of truss to bearing plate capable of 7 = -2(LC 6) withstanding 100 b uplift at joint(s)7 except(jt=1b)4=128. Max Grav 7)This truss is designed in accordance with the 2009 International Residential Code 4 = 105(LC 1) sections R502.11.1 and R802.102 and referenced standard ANSIITPI 1. 7 = 320(LC 1) 8)AN Plates 20 Gauge Unless Noted 5 = 51(LC 2) LOAD CASE(S) FORCES (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when WxNm. Standard Job Truss Thus Type Oty Ply MANNARINO/CLARK ESTATES LOT 2 32371 07 Jack-Open 5 1 Job Reference tional Truss Engineering Corp.,Indian Orchard.MA 01151 7.500 s Nov 26 2o13 MhTek Industries.Inc.Tue Jan 06 08:04.42 2015 Page 1 I D:y9hPL KZnjJPeCm Vzug 8ndy8 kut-fZnCg Or367nDOj)s33s7y3 RxvZkWapg H R2oJH7zy90 15 11 3 1-" - - -1 I I � 4 14-0 2-7-15 -6-1 tviv+t+�trt��tryy���f 4 1x4 320U/-ZJf - 3 0-31444 rirl rh-rrh��>> T1 W4 3x6�i c h 2 6 1 W2 4.!--WW B1 2.5x4 S.00 12 T4x4= 0-10-8 3-11-15 4-6-14 0 01 -8 -5 2-7-15 -1 Plate Offsets (.Y) [1:E e, 6:0-2-0,0-2-4 LOADING(psf) SPACING 24)-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.16 Vert(LL) -0.01 6 >999 240 MT20 1971144 TCDL 10.0 Lumber Increase 1.15 BC 0.07 Ved(TL) -0.01 6 >999 180 BCLL 0.0• Rep Stress Incr YES WB 0.06 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weigh 20lb FT=10% LUMBER TOP CHORD 2x4 SPF Not SOT CHORD 2x4 SPF Not WEBS WEBS 2x4 SPF Stud 2-7=271/97 BRACING TOP CHORD NOTES (8) Structural wood sheathing directly applied or 4574 oc purlins. 1)Wind:ASCE 7-05;100mph;TCDL=42psf.BCDL=5.0psf;h=25ft Cat.11;EDP B: BOT CHORD enclosed;MWFRS(low-rise)gable end zone and C-C Extenor(2)zone;cantlever left Rigid ceiling directly applied or 6-0-0 oc bracing. and right exposed;C-C for members and forces&MWFRS for reactions shovrn; Lumber DOL=1.60 plate grip DOL=1.60 REACTIONS (Ib/-e) 2)This truss has been designed for a 10.0 psf bottom chord five bad nonconaxrent 4 = 126/Medmnical with any other live loads. 7 = 32OM-3-8 (min.0.1-8) 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all 5 = 5/Mechanical areas where a rectangle 3-6-0 fail by 14)-0 wide will fit between the bottom chord and Max Horz any other members. 7 = 152(LC 6) 4)AN bearings are assumed to be SPF No.2. Max Uplift 5)Refer to girder(s)for truss to truss connections. 4 = -118(LC 6) 6)Provide mechanical connection(by others)of truss to bearing plate capable of 7 = -2(LC 6) withstanding 100 lb upfiR at joind(s)7 except"b)4=118. Max Grav 7)This truss is designed in accordance with the 2009 International Residential Code 4 = 126(LC 1) sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 7 = 320(LC 1) 8)Ali Plates 20 Gauge Unless Noted 5 = 10(LC 2) LOAD CASE(S) FORCES (lb)-Max.CompJMax.Ten.-AN forces 250(lb)or less except when shown. Standard Job Truss truss Type Oty Fly MANNARINO/CLARK ESTATES LOT 2 32371 06 Jack-Open 1 1 Job Reference tonal Truss Engineenng Corp.,Indian Orchard,MA 01151 7.500 s Nov 26 2013 MiTek Industries,Inc.Tue Jan 06 08 02.57 2015 Page 1 ID:y9hPLttZnjJPeCmVzug8ndyBkut-ENxWeUaCgsY6KaBgPVV VCwaOIEvgTKggIDsF4izy91 1-4-0 2-8-6 , 3-7-8 , 1-4-0 14-6 r 0-11-1 Z 9`t a '1l`'cl O_ %i' A,r�fe i 4 L 4 03 f Sa J J 1 1x411 _ f ✓ 7.00 V2 3 Z �•: t�A.ilufil p[� 4! O ,tirc, 631aa5# U `. Cr-•:,,.��',�,�'�-stir` i 3x601d8(0-1.a) T W N rrfrr►n•Ilcrrn�t i 1 2 W3 J rl Z N W2 1 � W1 B2 6 4x4; 5 .o B1 17#= 2.5x4= 5.00 V2 7 4x4 0-10-8 ,1-" 2-8-6 3-7-8 , r0-10 0-8-5-8 1-4-6 0-11-1 Plate Offsets X Y 6:0-2-0,0-24 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.08 Vert(LL) -0.00 6 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.02 Vert(n) -0.00 6 >999 180 BCLL 0.0• Rep Stress Ina YES WB 0.05 Horz(TL) -0.00 4 n1a Na BCDL 10.0 Code IRC20091TPI2007 (Matrix) Weight 13lb, FT-10% LUMBER TOP CHORD 2x4 SPF Not NOTES (8) BOT CHORD 2x4 SPF NO2 1)Wind:ASCE 7-05:1 WEBS 2x4 SPF Stud OOne)gTCDL=42pne and C-C Extef h=2)z Cat a Exp er BRACING erxiosed;M WFRS(bw�ise)gable end zone and GC Exteri0r(2)zone;cantilever left TOP CHORD and right exposed;C-C for members and forces&MWFRS for reactions shown; Structural wood sheathing directly applied or 3-7-8 oc purtins. Lumber runs has b plate grip ed for 1 BOT CHORD 2)This truss has been designed fora 10.0 psf bottom chord live load norooncrxrent Rigid ceiling directly applied a 6-0.0 oc bracing. with any corer Eve bads. 3)•This truss has been designed fora five bad of 20.Opsf on the bottom chord in all REACTIONS (lb/size) rty other members. areas where a rectangle 3-"tall by 1-0-0 wide will fit between the bottom chord and 4 = 63/Mechanical a= 285J0 5 8 ch 0al 4)All bearings are assumed to be SPF No.2. 7 5 = 9 (min nical 5)Refer to girder(s)for truss to truss connections. Max Harz 6)Provide mechanical connection(by others)of truss to bearing plate capable of 7 = 88(LC 6) withstanding 100 lb uplift at joint(s)4,7. Max 7)This truss is designed in accordance with the 2009 International Residential Code 4 = 55(LC 6) sections R502.11.1 and R802.102 and referenced standard ANSUTPI 1. 7 = 47(LC 6) 8)Ali Plates 20 Gauge Unless Noted Max Grav LOAD CASE(S) 4 = 63(LC 1) Standard 7 = 285(LC 1) 5 = 17(LC 2) FORCES (b)-Max CompJMax Ten.-Al forces 250(lb)or less except when shown. Job :705ss Truss Type Qty INY MANNAMNO/CLARK ESTATES LOT 2 32371 Jack-Open 1 1 Job Reference(optional) Truss Engineering Corp.,Indian Orchard.MA 01151 7.ID:y9hPLl.7njJPeCmVzug8ndy8kut-21VB5 zR1 VQgFOHZAytRDHnc. Tue Jan35YDQzdC)y7N?pzzy91 14-0 1 3-1-3 14-0 1-9-3 ZO CON 3 z r z 10.00t#/-10# Q inria 11': t1 r� s, - 03�(0-1-8 v"'f,f(��tirn�.�y 1�5'�ya� 1x4 II T1 Q 2 89 1 W1 B2 61 0 0 2.5x4 4x4= 5.00 12 5 0-10-8 ,1-4-q 3-1-3 , 0-10-8 1-9-3 Plate Offsets Y) 11:E ,0-0-6 LOADING(psf) SPACING 24)-0 CS! DEFL In (loc) Well Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 021 Vert(LL) -0.00 5 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.03 Vert(TL) -0.00 5 >999 180 BCLL 0.0' Rep Stress Irxr YES WB 0.05 Horz(TL) -0.04 3 Na rVa BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:11 b FT=10% LUMBER TOP CHORD 2x4 SPF Not BOT CHORD 2x4 SPF Not-Except- FORCES (b)-Max CompJMax.Ten.-All forces 250(lb)or less except when shown. 62:2x6 SPF Not WEBS 2x4 SPF Stud NOTES (8) BRACING 1)Wind:ASCE 7-05;100mph;TCDL=42pst;BCDL=5.OpsF,h=25R CaL 11;Ev B; TOP CHORD endosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)zone;cantilever left Structural wood sheathing directly applied or 3-"oc purins. and right exposed;GC for members and forces&MWFRS for reactions shown; BOT CHORD Lumber DOL=1.60 plate grip DOL=1.60 Rigid ceiling directly appled or 10-"oc bracing. 2)This truss has been designed for a 10.0 psf bottom chord five bad nonconcrment with any other live bads. REACTIONS (Ib/s¢e) 3)•This truss has been designed for a live bad of 20.Opsf on the bottom lard in all 3 = 16/Mechanical areas where a rectangle 3-"tall by 1-0-0 wide will fit between the bottom chord and 5 = 271/0-3-8 (min.0-1-8) anyothermembers. 4 = 171Medranical 4)All bearings are assumed to be SPF Not. Max Horz 5)Refer to girder(s)for truss to truss connections. 5 = 106(LC 6) 6)Provide mechanical connection(by others)of truss to bearing plate capable of Max Uplift withstanding 100 lb uplift atjoint(s)3,5. 3 = -06(LC 6) 7)This buss is designed in accordance with the 2009 International Residential Code 5 = -10(LC 6) sections R502.11.1 and R802.102 and referenced standard ANSVTPI 1. Max Grav, 8)All Plates 20 Gauge Unless Noted 3 = 18(LC 4) 5 = 271(LC 1) LOADCASE(S) 4 = 34(LC 2) Stardard Job Truss Tnss Type city Ply MANNARINO/CLARK ESTATES LOT 2 - 32371 04 Jack-Open 21 1 Job Reference(optional) Truss Engineering Corp.,Indian Orchard,MA 01151 7.500 s Nov 26 2013 MiTek Industries.Inc. Tue Jan 06 08.0147 2015 Page 1 I D:y9hPL"J PeCmVzug8ndy8 kut-Hvi2yYkIJM k2wgrDJpD5M9h2r0_Z4g VXC KvYemzy93 3-11-12 3-11-12 lY`gLY IYN�grU/��C�fN 3 ` �r Z 273#10# m r ,�: 4Na.11iE9 a 10.00 12 -,, Z 01 T1 c 1x4 II U3+r; 2 —T _ Q 1 W1 B1 2.sxa 47#/-16# S 1x4 II 4 ,0-10-8, 3-11-12 0-10-8 3-1.4 ' Plate Offsets Y 1:E ,0-0 6 LOADING(psf) SPACING 2-0-0 CS1 DEFL in (oc) Ildeff L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.11 Vert(LL) 0.01 4-5 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.13 Vert(TL) -0.01 4-5 >999 180 BCLL 0.0' Rep Stress Inct YES WB 0.05 Horz(TL) -0.03 3 Na Na BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight 12 Ib FT=10% LUMBER TOP CHORD 2x4 SPF Not NOTES (8) SOT CHORD 2x4 SPF Not 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf.BCDL=5.Dpst,,h=25ft;Cat 11;Exp B; WEBS 2x4 SPF Stud enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)zone;cantilever left BRACING and right exposed;C-C for members and farces&MWFRS for reactions shown; TOP CHORD Lumber DOL=1.60 Structural wood sheathing directly applied or 3-11-12 oc purlins. Plele grip for 1 2)This truss has been designeded fora 10.0 psf bottom chord Ave bad noncorhcrrrrent BOT CHORD with any other live bads. Rigid ceiling directly applied or 10-0-0 oc bracing. 3)"This truss has been designed for a Eve bad of 20.0psf on the bottom chord in all REACTIONS (b/size) areas where a rectangle 3-0-0 tal by 1-0-0 wide will lit between the bottom chord and nlcal any other members. 3 94/Mecha= 25/Mechar 4)AN bearings are assumed to be SPF Not. 4 5 = 273J0 25 (min. cal 5)Refer to girder(s)for truss to truss connections. Max Horz 6)Provide mechanical connection(by others)of truss to bearing plate capable of 5 = 133(LC 6) withstanding 100 lb uplift at joints)3.4. Max Uplift 7)This truss is designed in accordance with the 2009 International Residential Code 3 = �5(LC 6) sections R502.11.1 and R802.102 and referenced standard ANSVTPI 1. 4 = -16(LC 6) 8)AN Plates 20 Gauge Unless Noted Max Grant LOAD CASE(S) 3 94(LC 1) Standard 4 = 47(LC 2) 5 273(LC 1) FORCES (b)-Max CompJMax.Ten.-AN forces 250(lb)or less except when shown. Job Truss Truss Type Oty Ply MANNARINO/CLARK ESTATES LOT 2 32371 03 Jack-Open 1 1 Job Reference(optional) Truss Engineering Corp.,Indian oia Fmd.MA 01151 7.500 s Nov 262013 MTek Industries,Inc.Tue Jars 06 08 01:19 2015 Pagel ID:y9hPLltZnjJPeCmVzug8ndy8kut-6WDT4zOjvICOZWirgv jWEFXGZkTMW?nPIz74eOzy93 2-9-4 2-9-4 3 Z o !/ � l 7.00 V2 V r0.ilify ! 1x4 II r 'r 229W300 4ZW-36# �'•�, `J t>:�s,.Ot�y��,` J:� t w1 B1 2.5x4= 4 1 LV-4# 1x4115 0-10-8 , 2-9-4 f 0-10-8 1-10-12 LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.07 Vert(LL) 0.00 5 >999 240 MT20 1971144 TCDL 10.0 Lumber Increase 1.15 BC 0.05 Vert(n) 0.00 5 >999 180 BCLL 0.0• Rep Stress Incr YES WB 0.04 Horz(TL) -0.00 3 rVa rVa BCDL 10.0 Code IRC20091TPI2007 (Matrix) Weight:8Ib FT=10% LUMBER TOP CHORD 2x4 SPF Not NOTES (8) SOT CHORD 2x4 SPF Not 1)Wind:ASCE 7-05;tOOrnph;TCDL=42pst;BCDL=5.Dpsf;11=25ft;CaL 11;Exp B; WEBS 2x4 SPF Stud BRACING and MWFRS(low-rise)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown; TOP CHORD Structural wood sheathing directly applied or 2-9-4 oc purins. Lumber runs has b plate grip ed for 1 BOT CHORD 2)This truss has been designed fora 10.0 psf bottom chord five load nonconarrrent with any other live Rigid ceiling directly applied or 10-0 has oc bracing. loads. 3)'This truss has been designed for a live triad of 20.Opsf on the bottom chord in a1 REACTIONS (Ib/size) areas where a rectangle 3- 0 tall by 1�0 wide will Tit between the bottom chord and 3 = 42/Mechaniol any other members. 4 = 2/Mec a ical 4)AN bearings are assumed to be SPF No.2. 5 = 229/0 5� (min.ical 5)Refer to girder(s)for truss to truss connections. Max Horz 6)Provide mechanical connection(by others)of buss to bearing plate capable of 5 = 68(LC 6) withstanding 100 lb uplift at jofnt(s)3,4,5, Max Uplift 7)This buss is designed in accordance with the 2009 International Residential Code = 36(LC 6) sections R502.11.1 and R802.102 and referenced standard ANSVTPI 1. 3 4 = 36(L 7) 8)AN Plates 20 Gauge Unless Noted 5 = 38(LC 6) LOAD CASE(S) Max Grav Standard 3 = 42(LC 1) 4 = 18(LC 2) 5 = 229(LC 1) FORCES (lb)-Max CompJMax.Ten.-AN forces 250(lb)or less except when shown. Job Truss Truss Type Qty Ply MANNARINO/CLARK ESTATES LOT 2 - \ 32371 02 Jack-Open 1 1 Job Reference tional Truss Engineering Corp..Indian Orchardt MA 01151 7.500 s Nov 26 2013 MiTek Industries,Inc.Tue Jan 06 0&00'48 2015 Page 1 ID:y9hPLItZnjJPeCmVzug8ndy8kut-WYeIZNOHDDIQL4MwfFTjkzTEuvd 9rde6x2hzy9 0-10-8 , 2-5-12 , 0-10-8 1-7-4 3 At l r +s = rSL 10.00 12 r ✓Wd.1106A t(� 222W-3# '� ( ti.iC- 1x4 II 2&W48# .r C-n 20-5 T113) °1r,,,,r t W2 61 2.5x4 4 1l#/-19# 5 1x4 II 0-10-8 2-5-12 0-10-8 1-7-+4 Plate Offsets .Y 1:E LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdetl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.07 Vert(LL) 0.00 5 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.06 Vert(TL) 0.00 5 >999 180 BCLL 0.0' Rep Stress Ina YES WB 0.03 Horz(TL) -0.01 3 Na Na BCDL 10.0 Code IRC2009/rP12007 (Matrix) Weight 8 lb FT=10% LUMBER TOP CHORD 2x4 SPF Not BOT CHORD 2x4 SPF Not FORCES (lb)-Max.CornpJMax.Ten.-All forces 250(lb)or less except when shown. WEBS 2x4 SPF Stud BRACING NOTES (8) TOP CHORD 1)Wind:ASCE 7-05;10Dmph;TCDL=42psf;BCDL=5.Opsf;h=25ft;CaL 11;Exp B; Structural wood sheathing directly applied or 2-5-12 oc purins. enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)zone;cantilever left BOT CHORD and right exposed;C-C for members and forces&MWFRS for reactions shown; Rigid ceiling directly applied or 10-0-0 oc bracing. Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live bad nonconaxrent REACTIONS (Ib/size) with any other live loads. 3 = 28/Mechanical 3)•This truss has been designed for a live bad of 20.0psf on the bottom chord in all 4 = -9/Mechardcal areas where a rectangle 3-6.0 tall by 1-0-0 wide will fit between the bottom chord and 5 = 222M-5-8 (min.0-1-8) any other members. Max Horz 4)All bearings are assumed to be SPF Not. 5 = 85(LC 6) 5)Refer to girder(s)for truss to truss corrections. Max Uplift 6)Provide mechanical connection(by others)of buss to bearing plate capable of 3 = -08(LC 6) withstanding 100 b upift at joint(s)3,4,5. 4 = -19(LC 6) 7)This truss is designed in accordance wfth the 2009 International Residential Code 5 = -0(LC 6) sections R502.11.1 and R802.102 and referenced standard ANSVTPI 1. Max Grav 8)AN Plates 20 Gauge Unless Noted 3 = 28(LC 1) 4 = 11(LC 4) LOADCASE(S) 5 = 222(LC 1) Standard Job Truss Truss Type Oty Ply MANNARINO/CLARK ESTATES LOT 2 32371 01 Jack-Open Girder 1 1 Job Reference(optional) Truss Engineering .,Indian ,MA 01151 7.5W s Nov 26 2013 MTek IMdustrues,Inc.Tie Jan O6 07.59 55 2015 Page 1 ID:y9hPLltZnjJPeCmVzug8ndy8kut-ZMxiRFN1 hxccUcHhlHCggY2ugtnlq?P2RvndhGz 14-8 3-3-12 1-" 1-11-4 ���t>+�+tlyr��uuy�tfi Cq ''�,fi f 3 O r 5.74 F12 2 305N-6 32N/J00 T1 a 0-9LL ( -1 N W 1 W7 61 3x4 4 IZW-12M 5 1x4 II 1-4-8 1-9-4 3-3-12 14-8 -4-1 1-6-8 LOADING(psf) SPACING 24)-0 CSI DEFL in (loc) Vdeff L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.14 Vert(LL) 0.00 4-5 >999 240 MT20 1971144 TCDL 10.0 Lumber Increase 1.15 BC 0.11 Vert(TL) 0.00 4-5 >999 180 BCLL 0.0' Rep Stress Ina NO WB 0.07 Horz(TL) -0.01 3 Na We BCDL 10.0 Code IRC2009rTP12007 (Matrix) Weight 9 to FT=10% LUMBER TOP CHORD 2x4 SPF Not NOTES (10) BOT CHORD W SPF Not 1)Wind:ASCE 7-05;100mph;TCDL=4.2psf;BCDL=S.Opsf;h=25ft;Cal 11;Exp B; WEBS 2x4 SPF Stud enclosed;MWFRS(low-rise)gable end zone and C-C Comer(3)zone;cantilever left ACING and right exposed;C C for members and forces&MWFRS for reactions shown; TOP CHORD Lumber DOL=1.60 to .60 Structural wood sheathing directly applied or 3312 oc purfins. f 9�Dds in the BOT CHORD 2)Truss designed for wind bads in the plane of the truss only. For studs exposed to Rigid ceiling d rectly applied or 10-0-0 oc bracing. wind(normal Standard to the face),see Industry Gable End Details as applicable,or consuk qualified building designer as per ANSVTPI 1. or— REACTIONS (lb/size) 3)Gable studs spaced at 2.0-0 or— = 32/Mechanical 4)This truss has been designed for a 10.0 psf bottom chord live bad nonconcunent 3 = 32/ echanical with any other five bads. 4 5 = 305I0 12 (min.Tweed 5)'This truss has been designed for a live bed of 20.0ps1 th on e bottom chord in al Max Horz areas where a rectangle 3-6-0 tall by 1�0 wide will fit between the bottom chord and 5 = 69(LC 6) any other members. Max Uplift 6)AN bearings are assumed to be SPF No.2. Miss 3 = 30(LC 6) 7)Refer to girder(s)for truss to s connections. 4 = -12(LC 1) 8)Provide mechanical connection(by others)of truss to bearing plate capable of 5 = -89(LC 6) withstanding 100 lb,uplift at joint(s)3.4.5. Max Grev 9)This truss is designed in accordance with the 2009 International Residential Code = 32(LC 1) sections R502.11.1 and R802.102 and referenced standardANSVTPI 1. 3 4 = 12(LC 1 10)All Plates 20 Gauge Unless Noted 5 = 305(LC 1) LOAD CASE(S) FORCES (b)-Max CompJMax.Ten.-All forces 250(b)or less except when shown. Standard Estimate Roof Plane Hip Lines,93 Horizontal Overhang Lines,159.33 Raked Overhang Lines,52.94 Ridge Lines1,58.25 Roof Area,2683.45 Valley Lines,58.92 Page 1 SITE COMPLIANCE CHECKLIST RECEIVED TOWN OF SOUTH WINDSOR, CONNECTICUT ***** ` BUILDING PERMIT DEC 18 Z014***** ADDRESS l ir1'Z.x11C.l `� t)CU LOT/UNIT#� Reviewed by i3e CONTACT/DEV 110�►\InD_t 1 �\a �' ! S Date Reviewed i a pro d/Denied PH#';Uo• ZL9--1 OAS w. Reviewed by (planning) Date Submitted 12 17-) Date Reviewed 7 id /`l pprov Denied Reviewed by (Health Dept) Date Reviewed Approved/Denied In accordance with the Zoning and/or Subdivision Regulations, prior to the building of any structure on a lot, a Topographic Plot Plan shall be submitted for approval. The minimum requirements shall include: Approved Denied N/A 1. Name,address&phone number of owner/applicant 2. Name,address&phone number of plan preparer ✓ 3. Zoning Information—i.e.zone,open space, floodway,street address k: 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. --L� d. Contours,e>asting&proposed, 1 or 2ft.interval where appropriate e. Building location with dimensions. Elevations of proposed finish floor,garage floor&centerline of road at driveway f. Elevations of gravity drainage systems,sanitary &foundation drain at the house and the street g. Tentative utility location(gas,water,electric, / septic system,etc. h. Title block with name&address of preparer, date,appropriate certification,live seal&live signature consistent with the Board of Registration requirements.(P.E.&L.S.) S. Sedimentation and erosion control 6. Special Planning&Zoning, Inland/Wetlands e ,considerations(Plans/on file w/Town Clerk) COMMENTS: s/engineedng/molloy/building compliance checklist 5/21/2021 Town of South Windsor Building Department �U%OR�uN Building Permit: BLDP-21-209 APPLICANT NAME: Samuel Brockington EMAIL ADDRESS: greenleafllcct@gmail.com ADDRESS: 7 Skyline Dr N.Windham , CT 06258 LOCATION ADDRESS: 14 FRANKS WAY South Windsor CT6074 OWNER: Kranthi Kiran Thella 14 FRANKS WAY SOUTH WINDSOR CT 06074 DESCRIPTION OF WORK: Finishing basement 4 I _ April 23, 2021 BUILDING OFFICIAL DATE SIGNED ***ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT*** ***PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL— 1/1 Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# 1�1 �ar�k� (�)au Date: —1 4— ZJ Sprinkler# '; FINAL APPROVALS 150OD3`7 Estimated Cost $ 1 3 C.," w Building _ COMPLETE RED BOXED AREAS Permit Fee $ Z 4--7 9- Engineering Occupancy Fee $ l d oa TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forCO. ► SIGN ON REVERSE SIDE Total Fee $ F7-ca TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ 7 aS The undersigned hereby applies to do work according to the following: Applicant G ' u4 �ocationofWork �21 h r Lot No. Applicant's Address +(A) C�Q% _ l�zl U 1JV—k 3`-1— el # Town Sty . ��^ S C (� — Zip dbd; 4- Lic.# Owner , D)nAl r As— /UW 5- Architect Owner's Address Architect's Address Zip Zi Sq. Ft. New Area: 1 st FI. 2nd Fl. 3rd FI. Total New Area r _ Purpose of this permit City Water -J,— Well '] Septic System ] Sewed lip Ins: HO S Ce Area Basement Garage Approved by 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'hat this building is to be located the proper Lance from a I street lines,side yard lines,and required distances from all other zones and is located i is i i41e Signed _ I hereby apply foi a Certificate of O c p cy forte rk c iby(i`t4a?f1ic,s n for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 04/07/22 Printed by Middleton, Morgan 13 50 25 INSPECTION: 73165 FINAL PERMIT: STATUS: APPLICATION: 201401796 LOC: 14 FRANKS WAY SOUTH WINDSOR PROPERTY ID: 34420014 OWNER: MANNARINO BUILDERS INC 860-289-7055 CONTRACTOR: REQUEST BY: PROJ DESC: NEW CONSTRUCTION--MODEL HOME. 1,400 SQ. FT. WORK ORDER: INSPECTOR: DOUG RESULT: PASS REQUESTED: 06/25/15 PRIORITY: SCHEDULED: 06/29/15 AM COMPLETED: 07/02/15 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: ROB. ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 04/16/15 ROSE PASS B001 FOOTING DECK PIERS 12/23/14 DOUG PASS B001 FOOTING 12/31/14 DOUG PASS B002 FOUNDATION ROB. O1/21/15 DOUG PASS B002 FOUNDATION FRANK. 05/31/16 ROSE N/A B005 FIREPLACE / CHIMNEY 04/20/15 DOUG PASS E001 ELECTRIC SERVICE MARK. 03/16/15 DOUG PASS P002 PLUMBING UNDERGROUND ED ® 860-291-0115 03/16/15 DOUG PASS P003 PLUMBING ROUGH 06/01/16 FOLD PASS Z003 CO PLANNING INSPECTION 201600086 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 06/07/2016 GIS ID:34420014 FEE: 10.00 MUNIS APPLICATION# 201401796 BUILDING DESCRIPTION: APPLICANT k LOCATION NAME: MANNARINO BUILDERS INC ADDRESS: 14 FRANKS WAY ADDRESS: 400 CHAPEL ROAD#3F. , OWNER: MANNARINO BUILDERS INC SOUTH WINDSOR,,CT 06074 400 CHAPEL ROAD#3F SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: NEW CONSTRUCTION--MODEL HOME. 1,400 SQ.FT. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 6/7/2016 3:23 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1500037 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 01/29/2015 GIS ID:34420014 FEE: 2279.00 MUNIS APPLICATION# 201401796 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: MANNARINO BUILDERS INC ADDRESS: 14 FRANKS WAY 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 CONSTRUCTION--MODEL HOME. 1,400 SQ.FT., SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 1/29/2015 1 121 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1500093 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 03/18/2015 GIS ID:34420014 FEE: 120.00 MUNIS APPLICATION# 201401796 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: ADVANCED HEATING&A/C ADDRESS: 14 FRANKS WAY 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: INSTALL HEATING AND A/C TO NEW HOME. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 3/18/2015 10:36 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1500037 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 02/24/2015 GIS ID:34420014 FEE: 90.00 MUNIS APPLICATION# 201401796 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: T&H ELECTRIC INC. ADDRESS: 14 FRANKS WAY ADDRESS: 570 FOSTER STREET OWNER: MANNARINO BUILDERS INC SOUTH WINDSOR,CT 06074 400 CHAPEL ROAD UNIT 3F SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: 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 2/24/2015 11:11 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1500060 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 03/06/2015 GIS ID:34420014' FEE: 120.00 MUNIS APPLICATION# 201401796 BUILDING DESCRIPTION: APPLICANT; LOCATION NAME: IMPERIAL PLUMBING CO., INC. ADDRESS: 14 FRANKS WAY 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: DRAINS;,VENTS,WATER AND GAS PIPING,INSTALLING OWNER SUPPLIED 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 3/6/20I5 8:43 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE