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HomeMy WebLinkAboutSFR 1999 141110 Town of Montville 310 Norwich New Building Department London Tpke . , Uncasville, Ct . 06382 Tel *********:ter*************x*********************************************** **** APPLICATION FOR BUILDING PERMIT OR TRADES PERMIT, Please fill out Owner: �i4�it�q..�� '�..yg COmPletely Mailing Address : ?D, 063 City: State : hi Zip Code �16T Tel : Zgclg.7 Job Location: '_2' l Akei5��J Map/Block/Lot : Contractor : %q25 �� / 1 , Mailing Address : v4SF City: .q State : Zip Code : �5 LST e 1_ Stick. Built : Modular Home : Manufactured Home : Commercial : lddition : Garage : Car Port : Shed : Remodeling : f Roo 3idin Roofing : _ 9 � __ Fireplace : Chimney : Windows : Pool : - Demolition : 'lambing: Heating : /' Electrical : !( Air Conditioning : Gas : atio: Perch : Deck :_ Retaining wall : -N `=w = Repair/Replacement : ob Discr; pti on/Mater; als used : 18111Lf --✓a�ie.r1>cep - ize: -- ---_ Type of Heat : O.C. Fireplace : ). of Stories No . Rooms : _ Brce•_,�;ay ) . 3a t'is : _Garage : Use : I hereby certify that the proposed work will !i1c'irg Code and all other Codes conform to the Basic !e Town Cf M as adopted by the State of Connecticut , and ontville and further attest that the the owner in fee and that I am authorized to mak_eoapplicationposed work1fsoruahperr it r such work as described above. ner/Agent Signature Date 7 - Zo - 9f c a signed by Contrtor rsigned** *Contt , type of license re gis Building Departmerr rIr Or Cohst.ructiop Value Building Fed Plumbing ___ _ __ Heating Electrical Air Cond . _ Other —__- Certificate of Occupancy Plan Review - Total Cash/Check - — • TOWN OF MONTVILLE BUILDING DEPARTMENT 310 NORWICH-NEW LONDON TPKE. UNCASVILLE, CONNECTICUT 06382 TU. 840-443- Fax 860-848-7231 Building Permit Page: 1 Permit Number: BP1999-188 Printed: 7/27/99 Approved: Applicant: D'Amato Bros. Builders Zoning: , 183 Quarry Road Addition: Milford, Ct 06460 Block:028 Lot(s): 0005-060 Parcel Number: PARC1999-307 Section: 22 Pheasant Run Township: Oakdale, Ct 06370 Range: Area: Legal Description: Builder D'Amato Bros. Builders 183 Quarry Road Voice: 203-877-3276 Milford, Ct 06460 Fax: Local License: State License: Fees and Receipts: Number Description Amount FEE1999-1000 Building Permit Fee (Auto) $622.00 FEE1999-1001 Certificate of Occupancy Residential $10.00 FEE1999-1002 Trades 4000 $22.00 FEE1999-1003 Trades 5000 $28.00 FEE1999-1004 Trades 5000 $28.00 FEE1999-1005 Plan Review Fee $62.20 FEE1999-1006 Plan Review Fee $1.00 FEE1999-1007 Plan Review Fee $2.20 FEE1999-1008 Plan Review Fee $2.80 FEE1999-1009 Plan Review Fee $2.80 Fees Total: $781.00 Construction Value: $104,000.00 Structure Use: Residential Start Date: 0/0/00 Purpose: ranch with attached garage End Date: 0/0/00 Floor Areas Impervious Surfaces Living Space: 1,500.00 Basement/Storage: 1,500.00 House: 0.00 Porch/Walk: 0.00 Garage: 484.00 Porches: 0.00 Garage: 0.00 Other: 0.00 Decks: 120.00 Other: 0.00 Driveways: 0.00 Total: 0.00 Total Area: 3,604.00 Site Area: 0.00 Structure Area: 1,984.00 Percentage of Site: uilding Officials Signature Date • (44 Town of Montville Building Department 310 Norwich-New London Tpke. , Uncasville, Ct . 06382 Tel . 848-7166 ***************************************************************************** APPLICATION FOR BUILDING PERMIT OR TRADES PERMIT, Please fill out completely Owner: 46;0/1/44 .67/4f 4 /d"- c Mailing Address : /826L; - , ,ed City: ,114AI li State: CI Zip Code 06960 Tel : a-423`8>?-3e,I Job Location: Zpf div 144 L a Piiscsv'f iap/Block/Lot : t,p?5-1/4,c> Contractor : ,b'A/haf', Airs L,/c/er} Mailing Address : /1? (e&s-s'-y ✓� City: /2/t (4i4 State: et Zip Code: ©61k Tel : 2-87? -347% ****************************************************************************** Stick Built : X Modular Home: Manufactured Home: Commercial : Addition: x Garage: %( Car Port : Shed: Remodeling : Roofing: Y Siding: �e Fireplace: ) Chimney: Windows : Pool : Demolition: Plumbing: X Heating: k Electrical : Air Conditioning: Gas : Patio:__ Porch: Deck:_( Retaining Wall : New: ( Repair/Replacement : Job Discription/Materials used: .c' ', t ..., 40e Size: 30 X S0 Type of Heat : Pi / / Aft./Pie Fireplace: /1 ei No.of Stories : / No. Rooms : 7 _ Breezeway: No. Baths : 2- Garage: Z Z X 2 Z Use: /�f/dr.A-c(, I hereby certify that the proposed work will conform to the Basic Building Code and all other Codes as adopted by the State of Connecticut, and the Town of Montville and further attest that the proposed work is authorized by the owner in fee and that am authorized to make application for a permit for such work as describe,H\ a . . e. / e Owner/Agent Signature Date If signed � by Contractor , type of license/registration & No: ****************************************************************************** Building Department Use Only Construction Value Fee c Building /0390 6a?,2 ._ Plumbing Sin a' Heating 5_0 Electrical 90.00 �a Air Cond. Other Certificate of Occupancy /O co Plan Review /C=' - To . 00 Cash/�'- c �•, /ra7() 5 9 A9l�#141 c,i96F 5'� Ao • 0 v Oro lc /.Q0 / /�� Gva o oo°" 7.43d0 ` o I0 d-clith _5-Coo - -2i-cj.s'- /Tin% �G1{-k) - 'J'S Rf. 7j oo t D /D� r r t E 1 TOWN OF MONTVILLE N° 8823 PERMIT FOR PUBLIC SEWER CONNECTION DATE /--'i ., ;--9 7 FEE $ 30. C70 _ PERMIT NO. 1 V (e7')— TYPE NO. OF UNITS I LOCATION c c:4-- Pi\ea,,S 4=-11 -1--- No A) 4- - ('tomc(6 JOWNERS) OF RECORDS rJ`,/-�-/✓�}jo 06-Z Os 1BLe ___.s'1 NAME [ ? .3 qr�- fg/ /"hi/f� MAILING ADDRESS/ TIE-IN CONTRACTOR ry pouo.r-0 DATE )4 3'v.L.0101 INSPECTED 13)47- \ 4 4 . a a I METERED METER NO. DATE FIRST READING INSTALLED SKETCH OF LOT SHOWING WELL OR WATER PIPES, BUILDING AND PROPOSED TIE-IN ROUTE TO STREET STUE Show as-built connection complete with all measurements from a permanent structure to pipe exit from building and all cleanout locations trap and vent (if outside) , grease pit (if any) , grinder pump installation (if any) . (Use back of white sheet if necessary. ) AB - `11 A D = 5r' £ 2( ' c. cg -2l-� / /5 Cbz S►S • t)_` 7p, 351 6g - 3S ' l �, 1) CLOP/ 00/ WPCA COPY INSPECTOR COPY OWNER COPY (white) (yellow) (pink) ZONING PERMIT ZONING PERMIT NUMBER CiCk - t3-?) OR ❑N/A EXPIRATION DATE (. (3 L\ / vuU APPLICANT pxiv)9ov_s• ,,/J.€/2„s APPLICANTS ADDRESS d2 L'7 4:1 ill>44.4 (T- TELEPHONE ZU3-gl7- 32..76 PROPERTY OWNER ,U%IfrZ' �c7 &AS. 116 ick/'s LOCATION .2- PI')M14 i 4- ►1 1.eri ifa GO LOT AREA 7 l /1(, ZONE ASSESSOR'S MAP NUMBER LOT NUMBER 60 BUILDING HEIGHT S PROPOSED FLOOR AREA /SW OO S f- NATURE OF REQUEST/PROPOSED USE S/v1 /P {1, �7 f7c1f�•C SKETCH ON REVERSE OR PROVIDE TWO COPIES OF PLANS DRAWN TO A SCALE OF AT LEAST 1"=40'SHOWING:DIMENSIONS OF THE LOT,THE SIZE,AREA, AND LOCATION OF EXISTING, PROPOSED, PRINCIPAL AND ACCESSORY STRUCTURES, DRIVEWAYS, SANITARY FACILITIES AND WATER SUPPLY, PARKING FACILITIES,AND ADJACENT STREETS;DISTANCES OF PROPOSED STRUCTURES FROM PROPERTY LINES. IN THE CASE OF FILL OR EXCAVATION REQUESTS (UNDER 500 CUBIC YARDS), DIMENSIONS OF FILL OR EXCAVATION AREA MUST BE INCLUDED. A PLAN PREPARED BY A CONNECTICUT REGISTERED LAND SURVEYOR MAY BE REQUIRED. THE PROPOSED USE SPECIFIED ABOVE SHALL NOT BE AUTHORIZED UNTIL AN ACTUAL CERTIFICATE OF COMPLIANCE IS ISSUED BY THE COMMISSION OR ITS APPOINTED AGENTS. SKETCH PLAN OR GRADING PLAN ' YES ❑N/A SEPTIC PERMIT OYES MN/A DRIVEWAY PERMIT (STATE,LOCAL) 0 YES AI N/A WETLANDS PERMIT OYES KN/A HAS A VARIANCE EVER BEEN GRANTED FOR THIS PROPERTY OYES ,ZNO HAS BOND BEEN FILED AYES ON/A FEE PAID ❑ CASH ❑ CHECK# ❑ N/A THE APPLICANT AGREES TO: 1. ADHERE TO ALL THE APPLICABLE REQUIREMENTS OF THE ZONING REGULATIONS. 2. NOTIFY THE COMMISSION OR ITS APPOINTED AGENT OF ANY ALTERATION IN THE PLANS. 3. CALL FOR FINAL INSPECTION AND REQUEST CERTIFICATE OF COMPLIANCE BEFORE ISSUANCE OF C.O. APPLICANTS SIGNATURE DATE: 79 --240(6,0 , • .• COMMISSION AGENT DATE CERTIFICATE OF COMPLIANCE DATE THIS SIGNED PERMIT AUTHORIZES THE APPLICANT TO PROCEED TO THE BUILDING DEPARTMENT FOR ANY REQUIRED PERMITS CONTACT THE ZONING OFFICER (848-8549) AT LEAST 24 HOURS BEFORE CONSTRUCTION BEGINS TO ALLOW ZONING OFFICER TO INSPECT LOCATION. REV. 9/14/98 NOTES: 1. THIS SURVEY AND MAP WERE PREPAREDcSUANT TO THE REGULATIONS OF CONNECTICUT STA AGENCIES SECTIONS 20-300b-1 THROUGH 20-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT"AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS A DATA ACCUMULATION PLAN CONFORMING TO HORIZONTAL ACCURACY CLASS D. NO PROPERTY/BOUNDARY OPINION IS PRESENTED HEREON. THIS MAP IS INTENDED TO DEPICT THE LOCATION OF THE PROPOSED HOUSE AND GRADING. TOPOGRAPHIC INFORMATION DEPICTED HEREON CONFORMS TO TOPOGRAPHIC ACCURACY CLASS T-D. 2. PROPERTY LINE AND TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON CLASS A-2 SUBDIVISION PLANS ENTITLED: "ROBIN HILL ESTATES PREPARED FOR OWNER/DEVELOPER DIOLINDA AND ALEJO ORTEGA LOCATED ON BLACK ASH SWAMP ROAD, MONTVILLE CONNECTICUT" BY JOHN KOPKO JR. & ASSOCIATES, DATED JAN. 1990 AND REVISED JULY 1990. 3.. THIS PARCEL IS ZONED R40. IT WAS APPROVED IN ACCORDANCE WITH SECTION 5.5 OF THE MONTVILLE ZONING REGULATIONS AMENDED THROUGH AUGUST 1, 1988 AS A CLUSTER SUBDIVISION. SETBACKS ARE GENERALLY: FRONT 40'; SIDE 12'; REAR 40'. OPEN SPACE --'--35.36' N��04" E i- _396,95' (TOTA 1 125.00' `_ ) • 480 1 236.59' /// FOOTING DRAIN OUTLET 1---' � ELEV. = 483.Q' 482 " IA sb 484 ' ta / 11 40 FEET 0 20 40 le LOT 60 Co1I 32,500 sq. ft, ' 3r 486 I Nacres 0.746 acres , o >t, 0 ' ' / SCALE: 1"=40' N LOT 61 / I / i 488 13 I 24' x 24' FUTURE SHED OR POOL AREA ' SF ® Si 1 d ' og I 490- v. 1 1 Z 10' x 12' WOOD DECK & STEPS 3 LOT 59 i,,,; :; I 1 � � 1 z 0 72.0' hg al 1 (Ns P FOP OSED E _ HOUS ' I b / 0 GAR. 494.0' i 490 ' 0 5p= 492.0'o , . 1 0' g I 1 1 1 co 1 vn --1 bg0 25.00 - I N41'06'04"E 125.00' 'CCM', lli366.4 ' (T0 TA � _X6.42, (Sgi" PHEASANT • LEGEND RUN -- PROPERTY/STREET LINE — — --- YARD/SETBACK LINE __ 432 EXISTING CONTOUR __ —(1:12)— PROPOSED CONTOUR SF SILT FENCE DATA ACCUMULATION PLAN • PLOT PLAN LOT 60 ROBIN HILL ESTATES TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP 22 PHEASANT RUN IS SUBSTANTIALLY CORRECT AS NOTED HEREON. MONTVILLE, CONNECTICUT SCALE: 1'1=40' DATE: MAY 26, 1999 40- BY: BENNETT & SMILAS ENGINEERING, INC. ICHAEL J. BENNE/ R.L.S. #10831 415 KILLINGWORTH ROAD, HIGGANUM, CT Job t Tans Truss Type Qty Ply REV-1 522 QUEENPOST 300 1 STOCKS P780432 wood structures inc. 3.300 s May 26 1995 MiTek Industries,Inc. Mon Jun 12 10:26:26 1995 Page 1 /1 !I 1 -1.4.01 6.6-0 I 11-0-0 15.4.0 22.0-0 23-4-0 t 1.44 111111411 8-8-0 4.4.0 4-4.0 e•a-o 1-4-0 :; .• $(• O� C Ot'1�/t/L(C'.'• H1H OF ry S '• E,A tY^ ;AQ;QV� •J\C.4c9.�G; . �� S i EPREN W. a ilk' i _ . l• +t_ 4x4= , .c CAotER ,;. . • : ••v y —tri _ CIVIL • s'°; ��� No.3.92? vl • :13•, ' ,, : �v s.00 l2 9 AF a� 4 '. i t7 •. o, 1311. •"_•„_-‘1•7•. 1x4` ✓ :1!CalS-4' ; 2 1x4 ..� G/STcP kr .....•-. �� a :,i. sr/OKs`�����, • 'ftftfissltt�t. _ 7 6 ® : , 1, Id 3x7= 3x4= r. 6EE DETA:L - • JUN 2 3 1995 11.1-121 11_0.0 I 20-10-4 122-0-0 t 1-1-12 9-10-4 9-10-4 1-1.12 Pate oasts( ,Y): [1:0.0-0,0-0-0),[5:0-0-0,0-0-0] : .4 JLQ*DINO(ps!) SPACING 2-0-0 CSI DEFL (in) (lice) Udell PLATES GRIP :, ,A TOLL 42.0 Plates Increase 1.15 TC 0.69 Vert(LL) 0.32 6/5 812 M20(20ga) 199/146 TCDL 7.0 Lumber Increase 1.15 BC 0.95 Vert(TL) 0.45 117 578 • .BCLL 0.0 Rep Stress Ina YES WB 0.38 Horz(TL) 0.06 5 n/a BCOL *10.0 Code WI Min Length/LL defl=240 Weight:85(lbs) .!..'z BRACING . .w• •-•• 2 X4 SPF No.2 TOP CHORD Sheathed or 2-6-3 on centerrtin spacing. Pacing• • •-•• 2 X 4 SYP No.2 SOT CHORD Rigid ceiling directly applied,or 10-00.00 on,--,-..........'•• 2X4SPFStud 0 olvvylrs• • . I� OF NFK, If. :. Lett:2 X4,Right 2 X 4 ,,.e�� p..•N E . 4;9,•.•• ,,���1 I f yF f,,r•rlif'' �CP N W. yo/P '' S (lbs/size) 1=1411/03$,5=1411/03-8 `��'`Q` •••• I•••••'?'G�: ``���\�\ ��•W:. • �0i �,Q�, C,9©! .;: ;•STEPHEN W. •,y•. ��� •�+ �q• , 2 �AD F :,..,,I.: , . ..G,10RD 1-2=-2161,2-3=-1631,34=1631,4-5=-2161 : F?: C A B L E R : •,-. `r',; S- P )b� CHORD 5-6-1984,6-7=1984,1-7=1984 it r+i!7. - '- '- %` 2-7.-567,3-7=825,4-7=-567 IN O. .r',`� t ' IQ \ -E--3 -• • LOAD CASE(S) Standard ', ^ . r" .•• � : T. ••.9ec ( .•.44d O 06303`0 (t›- . �, 4-Y/o • ,` ^�C, �.,, o ‹ c0, - fSStONP .•-•- . �.,,ANAL ��� �rTrrt �I//IIStt11 f. ,� _, :;::::::',..;.. STEPHEN W. iER ii t= ?,-t.tom ii .1 I " HAX pi - :.> i.- :. ,j CANT. -s'•-: ,.„-, : r:,• aV /, , -' 1 1 - DESIGN LOADING: ,�0,•� '-.,a' . .,- _,`,? i`;., ,.:.rc•` :I TCLL/TOTAL(PSF)42/59 @ 24"oc, 53/74 @ 19.2"oc, 63/89 @ 16"oc. �/S/ Oa'1 A�' 1��� "r ( Or. 3 /H� t IS10�1 P.ECISTEG.v [+ This truss has bean designed for a 20 psf bottom chord live load,applied concurrently with all other loads II EROFES3ICNAL Er;(;I y`L Z )t volume.the dear distance between the top of the bottom chord and any other member is 42 inches.or.preater. .- ;1 This check conforms with B.O.C.A.1993,Section 1606.1.2,Table 1606.1. z _ 1 t y . ds.Mi N and READ NOTES ON THIS AND REVERES SIDE BEFORE USE. =mow... _,,,.: r . -lief MN only wth Wok connectors.The design I based only upon parameters shown,and 4 for an Individual building component to be 1boOed WAboly. Apptoabaty of de fon parameters and proper Incotporatbn of component Is responsbaty of building designer-not trues ,., 10 own a lot lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction a the - •efSall�l>XM►of the emotes.Add/tonal permanent bracing of the ovNal structure Is the responsIb•ly of the building designer.For general guidance lepnednplabdoatbn,wally control,storage,delivery,erection and bracing,consult OST-66 Quality standard,DSI-159 tracing Specification,and Hit-91 MITek Industries,Inc. Handing Installing and tracing Recommendation available from Truu Pia le Institute,683 D'Onofrlo Dave,Madison,WI 63719. v- n a Ci) i2 co 2 \ / / ) \ 0 CC § U c m c a 6 z B. - a g 2 E Z / m § ƒ 2 a ® 0 0 c 0 D \ z 3w , 0 0 0 ) - o ƒ f § / \ E C 0 \ / a a & z o i 0 / _ 0 R 2 0 0) k 2 ƒ a) 0 0 7 U. ` co § 0 -0 0 \ 0 ; ® f ƒ } LU , m 5 cy 0 / o / & 0 • to Q ) / \ / Q E \ \ ) 2 X ) E co . c f 3 2 O. o - @ CD \ & 7 - / \ $ 0 0 0 } $ C / / 7 k CO . ƒ \ % m a) Z 0 0 / ƒ k . 3 ± / 0 0 -c § ® } o £ a § u m 7 9 2 » » N / COa) 141 t c coc 0.) / % J = 3 \ 0 I \ k » 7 m k co a) U.0 / / F, a § } / .0 o a / 15- CO \ / : J / - / 0 f . 7 S © 2 0 § \ \ < ) e 0 � 2 2 w $ 0 2 0 / E ra o $ 2 « ) $ K \ \ / { 7 CO / _» \ f $ ° o co •a £ / # k £ / i » _ $ & 0 0 N / E CD 0@ 0 Q i p 2 0 7 0 0 2 0 Job Truss Truss Type ay Ply WSTOCKR 530SCR SCISSOR TRUSS 1 1 • muss mob, wood structures inc. 3.300 a Jun 7 1995 MTek Industries,Inc. Fn Jun 23 09:41 • ii .1 4 0I sera 9.11.3 15.0-0 20-0-13 I 24.8.13 t 30-0-0 .31-44f 1-4-0 5-3-34.8.1 5.0.13 5.0.3 4.8.1 5-3-3 1.4.0 101:::.. 4010 ie..0. ,.•••e • "' . BSc o .•• '•�-�" 4 5 I. :i a. s i 4, : STEPHEN W.• :¢ ,' •:• CABLER two f 3x4: 3x4 a t : • #.r- • 3xs5 8 3x5e t • N0. 6511.8-'4k- - 5.00,z - 3 7 : .c.• ..•. ; " , y O 1.54= �t� , 1.5e c '.�.4.���sn��tlgO��`, i . " •• U 0NAL V • u .rte 4je44u41/Ilia 12 10 3x3: 3x3; .t 7i 00.0 4x12=1 2.5012 4x 2- -:1t'i. ' DESIGN LOADING: TCLLITOTAL(PSF)42/59 @ 24"oc, 53/74 @ 19.2"oc, 63/89 @ 16"oc. This truss has been designed for a 20 psf bottom chord live load,applied concurrently with all other loads wherever the clear distance between the top of the bottom chord and any other member Is 42 Inches or greater. This check conforms with B.O.C.A.1993,Section 1606.1.2,Table 1606.1. I 7-11.12 I 15.0.0 I 22.0.4 } 30-0.0 1 : , 7.11.12 7-0.4 7-0-4 7.11.12 Plate Offsets(X,Y): (1:0.0-12,0.0.9).(5:0.0.0,0-14)1,(9:0-0-12,0.0.9),(110.0.0,0-3.3) LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/den PLATES GRIP TCLL 42.0 Plates Increase 1.15 TC 0.98 Vert(LL) 0.84 11/10 427 M20(20ga) 199/146 TCOL 7.0 -Lumber Increase 1.15 BC 0.87 Vert(TL) 1.17 11/10 304 M2OH(20ga) 149/109 BCIL 0.0 Rep Stress!nor YES . WB 0.94 Horz(TL) 0.70 9 n/a BCOt. 10.0 Code TPI ' (Matrix) Min Length/LL dell=240 Weight:95(lbs) i LUMBER BRACING TOP CHORD 2 X 4 SPF 2160E 1.8E TOP Cl-3RD Sheathed or 1.10.7 on center purin spacing. '-V. '_, BOT CHORD 2 X 4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied,or 10-00-00 on center basing. ;ti ' 1. ' s• WEBS 2 X 4 SPF Stud'Except' +7 11-5 2 X 4 SYP No.2 r. . REACTICNS (lbs/slze) 1■1883/0-3-8,9=1883/0.3-8 ,``ss � oss F COly�y ' '� ����1N OF, � ; Max Horz 1■82(bad case 3) ..�. V ......... 4.i 11 is�'Q.r:W4 W C••./,..• • I STEPHEN W." ,• . 4, FORCES :8_44/ ��.4�U:�OG' c CALLER 4 I TOP CHORD 1.2=-0876,2-3=-6281,3-4=-6147,4-5=-4498,5.6=•4498,6-7=-6147,7.8=-6281,8.9=-687 • t T'• ' BOT CHORD 9-10=6355,1011=5530,11.12=5530,1-12=6355 k � �(y�A I,•1• C�1��� -ri WEBS 2-12=-489,4-12=541,4.11=-1380,5-11=2951,6-11=-1380,6-10=541,8-10=-489 �"�'ki•e'ir x• '0 18N0.31927_ y ,.1 NOTES • e. 13102 `�tV : acs/ S7E ` ...' '. . �.� 1)This truss has been checked for unbalanced loading conditions about joint 5. i <` ...c/SEH SEO.. ` ' s /�,� �' - . LOAD CASE(E) Standard c�•,, /ONA�,ti� �`� aaHq�rEN� +� • r e. et�J11Jlllit/ti ',.� • '. -r` .,; ► t ASH• 11-g*. >t j J AO of Vziefl. . 1 ' .r h���.�� •�►���C9 •C'y��� `PSE OF Nfy,y0 �1�Q` .••'0F / f:-ter' - rt-' ; ,,, 0\t 1 1 C2• '1, 17. : ) 4597,;- •- it o No. 5292 *.: a �� 'STERS1EN W. ,, =>s?� .• lVa% 1A • -Ile.-., } , , .,i e °�.:��e '0 i• . CA3'LER' y 4 k l r7, '�'O9••.9F • O`ce :' �; m = x -v: r 01 0, ,.; : .s.� '' - ' ''i O,c`dor, Q/STE v� •'�` ZI \ `'- 3 " rv`" �0'• 0.350 /4444..-.' , ''dye, `. t .t 4.a► ; , , Ii5 "411gtg..'..7" °.0.\-....°63 03° IA.\ , .te' Ari. • '•'f :1::_.•:r. fi •. 1:.';'f r v •—. ..5.J1m `'Y•r. ]�i...a. - ,. .+� 't. s. ®WARNING-Ver(fg dedgn,parametere and READ NOTES ONTIDS AND REVERSE> awainausi: • , . ' +"•,•:'.° - t a ':( Oet►?r void for use oe 'Wek connectors,This design k based only upon paramslen' �"'r ' e d'1S: s ' 4hoont o.-4ri F lois dltiTlndMtl Of b+fdlrK� barpoh•nt b be IntIoNd and boded vertically. Ann:obrly of design parameters and props'Incorporolbn of oomPOnint'll MisioMa>by of building designee•not buss destine'.aoc ing shown Is toe fogad supped of Individual web members only.Addllonaf temporary breakp to Mae skibIlly duwiig'oondtuctIo y Ow •• ' ' } responsWty of Um vector.AddllIonal permanent booing of IM overol structurs k IM responsb y of the building designee.for general guidance regardwg Iobdeolbn.quarry eonteol,ildeogs,e1•ivety,election and bracing.consun osr-aa Dually Standard,011.89$rookq 1p•ollaa MITokind Hondano Installing and Irock g Retanmendatlon avalabb from Truss Plole k stlule,683 D'Orpib D'N•.Madison,WI63719. �tOn.and MII.91 - c r MC. 4 ,Job Truss Truss Type Qly Ply WOOD 53000M80 FINK 3C0 1 STOCKS �_ {. %.. wood structures Inc. ,�� 3.300 s Jun 7 1995 MiTek Industries,Inc. Fri,Jun 23 10:32•S.::4':.:.":141';:"7"."-•-'.*: r "-•^•-.,s ( 1-4-0 7.9.14 7-2.2 '�' .__ : i 4x4= ,. 3x4. 3x4 - v MIL• '- -.b 5.0012 1x2.` 5 1x4. ,<, ,p N0.319274,0.1'''.6',; t :,H� •�'. II rr 6 '4,c. C)1STE�'.410. M ;1 ',t mmer dI ,'� .-. ir. . ' ' 3x3= 3x4= 3x3= tr ., 5 E DETAIL. - .:"41: I 11-4-10 167.0 . ._ I I d40-0 }; 11+10 74.13 11-4-10 I '•�2"1< L- Plate Offsets(X,Y): [1:0-2-5,0.0.0),[2:0-0-12.0-0-0),[6:0-0-12.0-0-0),[7:0-0.9,0-0-0) t • .�_ LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 42.0 Plates Increase 1.15 TC 1,00 Vert(LL) 0.43 9/8 835 M20(20ga) 199/146 TCDL 7.0 Lumber Increase 1.15 BC 1,00 Vert(TL) 0.60 8/7 594 BCLL 0.0 Rep Stress lncr YES WB 0.41 Horz(TL) 0.13 7 n/a : BCD(. 10.0 Code WI Min Length/LL dee=240 Weight:88(lbs) �� t LUMBER `1. BRACING lN-.4.,,, TOP CHORD 2 X 4 SPF 2100F 1.8E TOP CHORD Sheathed or 2-6-1 on center purlin spacing. - ' BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied,or 10-00-00 on center bracing. ' WEBS 2 X 4 SPF Stud tutnttit ,: r CDN REACTIONS (lbs/size) 1=1936/0-3-8,7=1936/0-3-8 ' , ,c: �; FORCES ♦�,D,,..,...eNFcl,, 9,:x TOP CHORD 1-2=-3347,2-3--2770.3-4=-2770,4-5=-2770,5-6=-2770,6-7=-3347 .r Q-;�+ y w- C •47 4i�i t BOT CHORD 7-8=3076,8-9=2145,9-10=2145,1-10=3076 :', ��; i 9�:.G WEBS 2-10=702,4-10=822,4-8=822,6-8=-702 = C/ :4-.... £0. it,.• 4 R►t • ty S� �, = N. ,LOAD t;Ast=(S, JUN 2 3 = 7 - v. __ 1 1)Lumber tncrease=1,15,Plate Increase=1.15 1995 ; : 11'..; j thtWonn Loads(exs per It) 0� If0 13102 ,.' �� p' Vert:1-2=-98.0,2-3=-98.0,3-4=-98.0,4-5=-98.0,5.6=-98.0,6-7=-98.0,7-8=-20.0,8-9=-20.0,9-10=-20.0,1-10=-20.0 re,,+Flts,..EN$..•'�\�,♦� ••i,• Concentrated Loads 13o (lbs) 130.7,8.53.0,10=-53.0 'I/'ONAI t'‘‘�`° ` it DESIGN LOADING: •'4lltuut► �s�{l _'`' r. in TCLL/TOTAL(p ' 69:@ 24"oc, 63/74 @ 19.2"oc, 63/89 @ 16"oc. �• ,r\�, ..liirrift r',-1. t`./ This truss has been designed fora 20 psf bottom chord live load,applied concurrently with all other loads .` 't�'•.,. •••4. -; wherever the clear distance between the top of the bottom chord and any other member is 42 Inches orgreater. �• �-.; - `,-``I' . STEPHEN W..•- „At4i•-,--. This check conforms with B.O.C.A. 1993,Section 1606.1.2,Table 1606.1. . • -•-,,-, ''r'. 1117/► �tlr. : �iA 4 '1} Sit 1O �C��IN I17�� q H. I� 2 (' j D0iE , cv r . r^ : .'� : 1;x1 `' •:`�`� cam', l l lac � No, 5292,': ?' �� ' [2•.r ''I ,iO9• .9 p"; r_fi ,- 4,44,j...,, ' r ,; •''Ail.,u,L • !. ° oe' •' /81t 1 l''1,44 ''1'-- jik4N' • . ''. ,•P');$..... ' '''' . ' - ''' '' . �,�:> F, I' 11J4111110" ' 41:".7•:,';'-� . ~ -A,,,',..,..,.".-',..z,;., ,,,..44,!,,,-j.;.r ;*,, - 5 : .... i_;" _+i 1�IPa U sk It�, afj'i1Yrl�. +�,��{ _ __: A WARI�IIITO-Ver( and READ NOTES ON Fins AND REVERSE� , '-? . c D•t�^void ��o0nneotota TAY dedgn M ordy upon paomettra/iaWr olkl�Y;torarl'ilt7htdNol <w. rte. and�YApp�oabltly of dedpn potam•f•rr d proper Incorporation of component Y' //t��ItQ�a.•not be `o•> r•Broctrg t own Isla to Wit supped of Individual web mdmb.r,only.Additional Nmporaiy booing to Insure daiMily,dymp sy n Y IM z. responsbsty of IA*eteofoa"AdtJkbrwt permanent bracing of the overol structure Y the t regarding lobrbatbn quoNope,delver y,.fol •tparrsb St of the twldtlg'detlprlet.For general Wtdanae • 1 sr ` 't ,erection and bracing,consult OST-aa Quail,/Standard,DSI-99 boobs,speoMaanon,and 1411-91Nrr II.91 - ' "' : Handling InstaIllna and troatip bepammendatlon avabbie from Truss Plots Instfluts,563 D'Onofib Drlve,Modbon,WI 63719. Specify Metal-Fab 2100 Application Caution: Intended for use on residential and build- ing heating appliances that operate at continuous tempera- tures below 1000°. • Reduces Chimney • Lightweight Pipe Fire Hazard Eliminates the need for 2100° rating reduces expensive supports. Less potential hazards of a than 1/2 the weight of home fire caused by a packed pipe chimney fire. • Attractive • Space Age Insulation Appearance Designed for the NASA Clean, good-looking space program, provides appearance where pipe is even distribution of flue exposed. gas temperatures and • Easy Assembly enables 2" clearance to Positive twist lock combustibles. (6"-12") enables easy assembly • No Hot Spots from start to finish. Uniform wrap of insulation • Variety of Sizes prevents sags, settling, Available in 6", 7", 8", 10", and voids in pipe. 12" and 14" diameters. Vent Materials - 6"-14" Inner Liner: Stainless Steel 9 O R `, 6"-12" Outer Casing: Galvanized or Stainless Steel 14" Outer Casing: Aluminized Steel Temp/Guard® 2100° Termination Chimneys are listed Components: Galvanized, Stainless by Underwriters Steel or Aluminum Laboratories and Note: For oil or coal burning appliances, use meet standard only SS or Aluminum components 103 HT requirements. outside the envelope of the building. 7 199 2 Tem /Guci,,Ø. Chimneys Every venting component needed for proper wood, oil , coal or gas appliance installation. a 1 Typical Installations : Free Standing IAppliance CAP Through-The-Wall Pitched Roof I¢l�"�Hl_I1 Exterior Vent Open-Beam Ceiling Interior Vent 1 STORM CAP CAP�_it::::: COLLAR \ \ COLLARROOF \`. I::;' STORM COLLAR \`` TABLE II 4 _�_—\�4 PITCHED-S` e, SUPPORT I FLASHING CEILING I G FLASHING CHIMNEY !2100° I'I TE TRIM SLEEVE FLASHING i� WALL BAND RADIATION _ ,�j SINGLE WALL � _�__ ADAPTER WALL SHIELD112! & 4FIRESTOP TRIM �, STOVE PIPE G ONLY) SLEEVE I�i I SINGLE WALL I CHIMNEY ADAPTER G. ( TEE III I 11 ' WALL 2100° fI SUPPORT 'S ICHIMNEY I ift: INSULATION 44, SHIELD I I Masonry Chimney High Pitched or A-Frame Extension Cathedral Ceiling \CEILING SAP I STOVE SUPPORT STORM CHASE CAP COVER COLLAR WOOD CHASE /� \ COLLAR e.." 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