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0105 HARBOR VIEW ROAD
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Tom Perry, Building Commissioner ffiee: 508-$62-403$ 200 Main Street,.Hyannis,MA 02601 X-PRESS PERMIT ix: nos 790-6�so O C T 0 6 2005 -- e EXPRESS PERMIT APPLICATION- - RESIDENTIAL% • Not Valid houtRed XPressImprint _ OF BARNSTABLE )arcel Number 1 1 Q 5 1 ' rtyAddress I U S )-}6,r70v Vie -' OCcfS- ,,l le Pk ._ O Z 0-0 . ov . sideutial Value of Work 1i 7 0d Minimum fee of$25.00 for Work under$6000.00 rs Name&Address A i c? C k'tc , e,d, C - SS 06r/15444k Ili Oi(3U ictor'&Naure ./(ecrf ,j (i1r 44�: Telephone Number So e'710- Z 70 2 Improvement Contractor License#(if applicable) I 14 3 0. 3 ruction Supervisor's License#(if applicable) mkman's Compensation Insurance - . ' , • Check one: . • 0 Iama sole p.i. ietor . . . . - '. ❑ I am the Homeowner fij I have Worker's Compensation Insurance nee Company Name (,Abq .. naa's Conte.Policy# 73 05136i-5.63 • . of Insurance Compliance Certificate must be on f1e. • Request(check box) • • d Re-roof(stripping old shingles) All coustrction debris will be taken to Seat ci r4, - -0 ve-v ❑Re-roof(not stripping, Going over existing layers of roof) • ' • • • - ❑ Re-side . Q Replacement Windows. U-Value (maximum.44)- . 'Where required: Issuance of this permit does not exempt cos�liance avith other town d artment• ep regulations,i.e.Sisroric,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. Home Improvement Contractors License is required. are "- . • r _ 63004 • III '+ crow ta,3,. Town of Barnstable ,ass, °^ Regulatory Services • • • BARNSTABLE, t Thomas F.Geiler,Director 9�own ,e$ , Building Division • Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder • I, AI ;c e ,as Owner of the subject property hereby authorize /(e&-i,Nnf Con S-t-rV c °dam to act on my behalf, in all matters relative to work authorized bythis building permit application for. IOS I-tcrhor V,ew (34rrs bte Plc 0263o (Address of Job) Signature of Owner Date Alice_ Pi-tale(' Print Name • Q:FORMS:OWNERPERMISSION TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION CC . Deter 6 2-9 Map .3 i l Parcel . I 'i FfAN� MUST OBTAIN A SEWER It# ' �,'- � _ :`('NNECTION PERMIT FROM THE g", ?/6. V INEERING DIVISION PRjOR at Date Issued q-Health Division L/�� / , Conservation Division `�i4& thy effected , nc z,k40 1 �� I FeeP. /026 Y-35 Tax Collector 1 , ® 1t .i�- -got Treasurer"`'- . , ei6f Planning Dept? , e / ,0 . , Date Definitive •'roved by Planning Board A, \ , Historic-OKH Preservation/Hyannis Project Street Address k O A \- - \p cc kr ex k.,3 .-c • C t-". €.1 CST" 10 jru f. Village "---Y--,K,,+rn s ...b e_ ��„A - 't<c viv,k",,11) Owner t O5 ��c`:4- V'‘23.:, 'RUA r stk 1;hk. t Address U X \Lo A�,.%.,),ev.r Lck 4. Telephone 60 Cf - 3�g-- ://' /' / t'? S3`i cc 1 (0`; Permit Request er t..; 1ezt cL ir,e H e vw-.2. ii-FT? 1.610 L 177OJJ pP G7(1-ST l 1*6- 1 056 Square feet: 1st floor: existing proposed /&.fr 2nd floor: existing proposed ie7a' Total new 136g Estimated Project Cost 16)r alZoning District' (24 Flood Plain C. . Groundwater Overlay Construction Type`—Pc...v.c.r; *le, 0 ' (,a ( 0 Lot Size f6 2 73�R Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family C Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes illelclir On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full raw[ ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) t (o' Number of Baths: Full: existing new 3 Half:existing new 1 Number of Bedrooms: existing new q Total Room Count(not including baths): existing new 7 First Floor Room Count 'V Heat Type and Fuel: cifGas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes I No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage: ❑existing Likr<ry size /9i3'O Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes A'No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name 4\r\1-\ Cc,-, CC?�_ Telephone Number G i 7-,F3Y'- 9/6 J Address O.`y Co.)Y y.a._ A_ License# ( 1- 1 vv-vo c,-S-L, , D Z 36 6 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS.PROJECT WILL BE TAKEN TO 7 a.-r y/.k e / J i P, `o c./C Ain a y T1 a w�c1k-o S . SIGNATURE / DATE _ 6 -.6 6 FOR OFFICIAL USE ONLY • PERMIT NO. �, 2,4-,5 f .., , . . DATE ISSUED "�" " MAP/PARCEL NO. ; ' r 1 ADDRESS ; Z7 :` VILLAGE i OWNER tt;' g . ' 1. DATE OF INSPECTION: • �'mf �/J r' FOUNDATION — 0 /t " ' • FRAME = / /; 5 r, , — ' . INSULATIONS `� ;�((; ( s r' FIREPLACES ELECTRICAL: ROUGH FINAL •• PLUMBING: ROUGH FINAL ' r . ' GAS: ` ROUGH FINAL FINAL BUILDING J .. , , DATE CLOSED OUT . ASSOCIATION PLAN NO. ..._..._ s r- TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 31.9 051 GEOBASE ID 23432 ADDRESS 105-HATEOR VIEW ROAD PHONE BARNSTABLE ZIP - LOT 10 BLOCK LOT SIZtr'_t DBA DEVELOPMENT. . DISTRICT BA PERMIT 53071 DESCRIPTION CERTIFICATE OF OCCUPANCY---BLDG .PMT_#48755 PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: . Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND $.00 Ox THE /� CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE PIT) ti • . . • BARNSTABLE, MASS. EDi639. li��� MAl BUILDING DIVISIO BY DATE ISSUED 05/01/2001 EXPIRATION DATE TOWN OF BARNSTABLE BUILDING PEPMIT 4 - f PARCEL ID 319, 051 %i V5' ' r, 132 ADDRESS 105 H&RBOR VIEW ROAD T PHONE BAFNS 'ABLE -; ZIP -- LOT 10 BLOCK LOT SIZL _ DBA DEVELOPMENT '` IS`'RICT , ; PERMIT 48755 DESCRIPTION NEW 4BR/3BA/1 CAR`` IT./bEa/ SEWER PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: JOHN P. CAIAZE Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $1,284.85 BOND $_Q0 00HE CONSTRUCTION COSTS $408,015.00 44, 90 1.01 SINGLE FAM HOME DETACHED 1 PRIVATE P' ]�- '' I • BARNSfABLE, • 1441.MA83. 1639. - IDNAO BUIL D I NG VISIO BY --6 O DATE ISSUED 09/20/2000 EXPIRATION DATE • ,� ; e • .. { - • \s TO�'JN OE RNSTABLE p , . B I I ittol NG l. RMI'l- 0 ' PARCEL ID '319 uk' .GEOBASE.' .t .34 J2 • ADDRESS 105. HARE VIEW *MAD - ``` t PHONE BA� TABLE - ,'....-• xt LOT7�:: 10 BEO X y p •�, LO•.0 S I _E ' F DBA. .. "- 4 • , EVETI)PM"�Fes'N`:.' � �C CT BA,,. ... ........ PERMIT 48755 DESCRIPTION TION NEW 4'I R/3EA/1 CAR ATT./DECIU ,SEWER PERMIT TYPE BUILD TITLE NEW T2ESIDENTIArt BLDG ?MT~ '. CONTRACTORS: JOHN P CAI A,ZE Department of Health Safety A ' I{ Grp and Environmental Services TOTAL FEES _ $1,264 85 °"- F• BOND - _00 Ox- 101,... SINGLE FAH _HOME DETt C iE.) 1 . . PRIVATE P] PEA h i . * BEIRN3TABLE, ; _ MA93. i639. ,. i , Fp MA'S . BUIL `ING) DIVI O, DATE ISSUE: 09/20/2000 EXPIRATION DATE I THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS: „ MINIMUM OF FOUR CALL INSPECTIONS REQUIRED' FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS 'HAS BEEN,MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION.. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. ' , POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 (z&p tL 2b-0 ' 7u1 /9 " � � .k i(/ " eV -to ' ' . ...� ' �4 -91 i�.�e� 3 / . TING INSPECTION APPROVALS �ERI ARTM • /�( °1!p' 2 y- L.S"mc.... i . _ AR F HEALTH ¢.-,'.:'g ci '5 Y+, tn Q_A V c,, . , ~`� r I OTHER: T. ;�i lilieglf SITE PLAN.REVIEW APPROVAL - WORK SNOT PROCE UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INS CTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX: CARD CAN BE ARRANGED FOR BY ,1 VARIOUS STAGES OF CONSTRUC= MONTHS OF DATE THE PERMIT IS ISSUED AS 'TELEPHONE OR WRITTEN NOTIFICA TION. " - ' NOTED ABOVE. TION: • S'3©7D • C. +r A♦ • 1 . SGf rJ`r 1 1 (Io,„, pERmIT (sr /AI 3 t 0:11 1\1a� KATE MITCHELL & ASSOCIATES Attorneys at Law Bridge Creek Professional Building 1170 Rt. 6A, P.O. Box 160 West Barnstable,MA 02668 (508)362-1369(Telephone) (508).362-1368(Facsimile) KATE MITCHELL Nantucket Office: LINDA L.DOLL 3 Freedom Sq.,The Commons Nantucket, MA 02554 (508) 228-0207 (Telephone) • May 4, 2000 Ralph Crossen, Building Commissioner Town of Barnstable Town Hall, 4th Floor 367 Main Street Hyannis, MA 02601 RE: Building Permit, 105 Harbor View Road, Barnstable Village Dear Mr. Crossen: This letter is to confirm our telephone conversation regarding a building permit for my client, Alice Pitcher, to substantially renovate and add to an existing single-family house and garage at 105 Harbor View Road in Barnstable Village. The proposed renovations and addition will not encroach into the setbacks in effect at the time of the original construction and will, in fact, bring the existing buildings into greater conformity with current setback requirements and will conform to the present height limitations. The house will continue to be used exclusively as a single-family house with an attached one-car garage. Please see attached site plan "prepared for Alice Pitcher of Lot 91[Lot 51], Harbor View Road, Barnstable, MA" by J.E. Landers-Cauley, P.E., dated April 5, 2000, indicating the footprint. As we discussed, you have advised, and I agree that your interpretation of Section 4-4.3(1) of the Zoning Ordinances of the Town of Barnstable allows Ms. Pitcher to apply and receive a building permit "As of Right" without requiring a special permit from the Board of Appeals. Please sign below indicting your assent and return a copy for my files. I assume the original will remain in your file. Please find a self-addressed stamped envelope for your convenience. Thank you. Sincerely, 44-PL_ tSP . Kate Mitchell Assented to: de— Dated: --de alph Crossen, uilding Commissioner Town of Barnstable Enclosure cc: Alice Pitcher Please mail correspondence to West Barnstable address oF��Er�,ti The Town of Barnstable '00 Co • BARNSTABLE. • Department of Health Safety and Environmental Services Vyi, �Q/ Building Division 367 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 r Inspection Correction Notice • Type of Inspection Location (oc (,4/L O1LJc-et- ) Permit Number i{ 7 S� Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: ete310 ( e- • • 1 teJcSC•_ NPc-J fie_ TdZL-tS S d �S - k)•4t ( c� 20 ? Iz kp (2 Please call: 508-862-4038 r re-inspection. • Inspected by `_ ,,—cam_ • Date a/1 0-De) ( ,,,e,,.. , „..1.1n[�.,..,,,,,,., , .,,,,, r:iK—.,,r-.I, .,.--..4.'r^y,-',,.{,.....r.-7:.at.%f.-.....f d,. L',wrt..,'^`..,-. .712.-..-..._.....0-..,., ' s , 4,0*THE ;,, The Town of Barnstable BARNSrABLE, Department of Health Safety and Environmental Services *659.1 mo Building Division 367 Main Street,Hyannis MA 02601 6 7:.c Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner PLAN REVIEW -,-Owner: Map/Parcel: 431 9 0J ,� ,,/,,es rV t �. -- Project Address: �� C`��" �� Builder: `� . �� � ��. The following items were noted on reviewing: IA NW 5 gigQA Dos' _ s d W -- ti .. 1/) I,n P_ 41 P.,0 R- L vN-v W . I e t�:7C VS-ea ( Vj -tier , SSkz-T- linod, 1 a-0 tiF: i _1-'1)7) 6 ( ila's t "..4 Prii --2-1.i tra I-146K_ 1--ci .6 ck---a t( P. €A . , . —_ (---- --) k -• c); L) Li ,---t` L, 'c.C1 / 9 va i„ Q ‘...... -...2, .__.,, Please call 508 862-4038 for re-inspection. 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Ia Me •-- Mom--•_ i 1 '••,��`� �� WINO I SG EGULE <: I .--'--.- i ( LO►�Ea1 o lira /a w. 09'R,6I. fer�aa. B . oI r r..... arl.�� CO i. . • r ;. :j _. a :� aim melon Army »r�:, —:,, _ i FI TLD_ATICN � .gu rg =Yi..---• pa74. .T, i•..I ishaaeus rlq.�o.o a. :a' g. an�.��m 1 +.m0onew.r.a ..rwrao�s woa aev !. • a+ y 1` k' > ,.-.-a : &L GC, • Walla Rs6, i . . 11 11 CCI j 'Aliv... I cT : ._. • Off.W..O./.p.YM...a.sl....... I ♦ 1n6. r±e M� - -- —"--mow` 'r — ._ — tfr v KYaG "mamma CY'' ` yv NO P.m Z. 3..a4.y �e wwa.E Iar Pena+/0 K WA..�90/CM. �^ In u.u.o�PE.mrv..+o o ux a.m.a.rn TV - - _ Al R ••�•�•+► Tl.:i'.TJAM. QA�YIQ.NfS 8 • `� , Ea.Cum .• 08/29/00 14:02 $607 749 3868 BARDEN / MILO CO 14002 nt Oda AptJ isbletb(oas Fond null tTaiptMve 1y *kr Gat and Two-Fiwar rdal Bonding Hwfsd with J UM ing Gl•�+6C Wall 8a SW Headng lC++lins Areal(l) D.vilus� R.YmiesR-v.[us� Will Pellnia r EcliraThn Widow? Oz *r R.vdud R valid Name i 1 _ 3iil3 r0 634tl Hasdsr,Devitt�iDevitt# a% 4d0 97 13 _ t9 10 d - Mond 19 __19 IO 6 X 12Y. OJ2 13 19 10 6 U AR 15% a» 311 t3 —� WA WA Noomil Kmaal U 15% 4 39 19 10 to 6 23 13 3S WA WA VI APJEE V 15% 0,�4 3--� 19 19 10 b 13 AF'4 _ of Iell 0.32 30 ! WA _ 1� A Nottnitl Ji 18'1l 03Z sg 13 �-^ Nml 19 23 WA WA Z I I%% 0.42 34Z �0..—. 13 19 10 6 96 AS JF 1 BSL , 3 19 10 10 6 90 AFUE __ 1. ADDRESS OF PROPERTY: __ ___ „ 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: __ 3. SQUARE FOOTAGE OF ALL GLAZING: $ _- JO r7 4,. %GLAZING AREA(#3 DIVIDED BY#2): . /0 7v S. SELECT PACKAGE(Q—AA-see chart above): NOTE; OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REgLIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: _ N1l: . , •-f■r s.9Il3i3a " P,2:CIOS826bZL69II it�IOI:Ol :WO�Id T�£� 0 2-Z�-9flt Job rasa Truss Type Oty Ply Vitt Y1530324 PITCHER WO1 ROOF TRUSS ✓ 7 1 (optional) Barden and Robeson,M ddleport,NY 4.201 SRT s Sep 6 3000 MITek Industries,Inc. Mon Feb 12 07:t54:38 2001 Pagel .9.1ef 5-3-3 I 10,1.8 _ t14048 I 211.8.73 _. 1 so-so 3.4b1l cwiNg 5.34 4-10.8 9.9-0 61.10.5 53.3 o.to.a ewea7:02.e 811 es Tot= 1 a 3 . s,co(if • 3x5 4 US� 3 e 4 1 • __, ............_ ...__al-__ .... let 0,5 i 1'.'. 12 14 11 10 9 4x5- 2y,4 II 3z4 = dace= 3z8- 2101 II f__. ?...,_,.. i 10-1 •-- I ` 19.111.8 •-..._,... i. 24-8-13 I 3009 1 524 4-10.5 5.9.0 s-t0d 033 - Plato Offsets(X,Y)_C2_0.13,01-121.(4:0-6-4,0.3-8L f70-1-5,0-2-01 ,,... LOADING(Pat) SPACING 2.0-0 CSI DEFL in (lac) Vdefl PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.60 Vert(LL) .0.11 10-12 >999 MI120 197/144 TCDL 7.0 Lumber Increase 1.16 BC 0.58 veit(TL) .0.18 10-12 >999 - BCLL 0.0 ' Rep stress liter YES WE 0.25 Harz('L) 0.05 7 n/a BCDL 10.0 Code BOCA/ANS196 (Matrix) 1st LC LL Min Udell=360 Weight:168 lb LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 4-5-0 oc puffins, BOT CHORD 2 X 6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 co bracing. WEBS 2 X 4 SPF No.2 WEBS 1 Row at midpt 4-10 REACTIONS(Ib/size) 2=1727/0-5-8.7=1698f0-6.8 Max Horz 2=185(load case 3) Max Uplift2—269Qoad esae 4).7=-289(loed ogee 4) FORCES Qb)-F1ret Load Case Only TOP CHORD 1-7428,2-3e-2423,3.d=-2081.4-5=-1639.5-6=-2022.6.7s`2377,7-8=28 SOT CHORD 2.1741637,1Z-1341337,12-14=1688,11-14=1688.10-11e1688.8-1001800.7-9=1800 WEBS 3-13=52,3-12e-198,4_174452,4-10=.61,5.10=381.6-10a+-212,6.94.67 NOTES 1)This truss has been chocked for unbelanoed loading conditions. 2)This truss has been designed for the wind loads generated by80 mph winds at 25 ft above Around level.using 5.0 psf top chord dead toad and 5.0 psi bottom chord dead load,100 mi from hurricane oceenline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches arisi.they are not exposed to wind, Tho lumber DOL increase is 1.33,and the plate grip Increase is 1.33 3)Provide adequate drainage to prevent water pending. 4)'This truss has been designed for a the'load of 20,0psf on the bottom chord in ail areas with a clearance greater than 3-6-0 between the j"..cOF bottom chord and any other members. 'riT�y,�� 6)Provide mechanical connection(by others)of trues to bearing plate capable of withstanding 269 lb uplift at Joint 2 and 269 lb uplift at joint 7. JAMES N. • 6)Thin truss has been designed with ANSUfPI 1-1995 miter's. • BON .: c 1. LOAD CASES) Standard e. /71; ��� ' yy" �3/8ta AL ti i" .i,Cy February 13,2001 • AWAR?ING-Ver aw y%ysueonebertr abet READ Noma ON tWS AIM FSVENZE SLUE BBRORE US& mir Design volkd fa use pray van Mttek connectors.This simian is bored only upon patornetece maven,ono is for an Individual building component to eye r isk:lino rind barest venWIN. ADDiioODIIhy of design pcsorneters and Draper Incemer0flat of aline lent b rosponslbffy of bulkfIng designer-net truss designer.Macke;shown li for ieferel9uppolt Of Indlviduai wee members only.4Od9lori0r terrrpavy bracing to blare nobility ailing 000141uotlon is the responsibility of Om erected.Adr9tiOnOl petmonent Dlaevlg Of the eveart lenieluarr S file sesoonslbN1y of the ewfrling designer.Rot Amerce guidance regordlno tooDrrcatto i.away contra storage„delivery,erection and bracing.easwll OQf488 GUeley Standard.Osa-ac arooing BbeaM cetIon,end NE-91 MiTek. monaling innailing and ammo lterstemesenddttrxt 0Y0110pb from Truix Rota tetllufe 841 O'Onohb Off.e.Mediae^,W153710. Z ' d2'et660 . oN:Qiw NCIIL7J2 01 01708 62g 0 NrialadVON'd1S 1111 �� WV 1 C : 0 [:E100- ' q l ' q8 - , • 0� �S Mitek Industries, Inc. I • WEB BRACING RECOMMENDATIONS MAXIMUM WEB FORCE(Ibs.) X-BRACE 24'0.C_ 48"0.C. 7Z'O.C. BAY SIZE LATERAL DRACING MATERIAL TYPE LATERAL BRACING MATERIAL TYPE LATERAL!URGING MATERIAL TYPE 1 A 8 C D A B C I D C D 10,0" 4600 4600' 4E00 6900 1344 4600 • 4600 - 6900 4094 8382 12-0" 3942 • 3942 ' 3942 • 5914 1344 3942 ' 3942 • 5914 • 3942 • 8914 ' • lay-Cr 3450 • , 3460 � 3450 ' 5175 13,44 3460 ' 3450 5175 ' 34 0 • 5175 16-0 30E6 • 3088 • 3066 • { 4600 1° 3068 ' 3096 4 a600 3069 4600 __..— ----. L_._..._ 16'-0" 2760 • 2780 2760 4140• 1344 VW a 2760 4140 2760 4140 ' 20•-0" 2509 2509 I 2509 I 3783 13 ; 2600' 2509 3763 2600 • I 3763 1 — - * -CONTROLLED BY CONNECTION . GENERAL NOTES TYPE l BRACING MATERIALS 1.kGRAC(NCr4 REQUIRED TOTRANVIA THE CUMUTATIvE LATERAL ONACE FORCE INTO TNE ROOF AND/OR CEIIJNO CnPNRAOM,THE DIAPHRAGM IS TO BE DESIGNED OY A QUALIFIED ' PROFESGONAL. 1 X 4 INC.45 SYP 2.TN=CALCULATIONS BASED ON LATERAL GRACE CARRYING 2%OF THE WED FORCC A -OR- 3. JFBNACING MATERIAL MUST BE SAME e1SE AND GRADE OR BETTER,AS THE LATERAL ORACC MATERIAL.AID CHALL BE INSTALLED IN:OSHA MANNSR TWIT IT INTERSECTS WEB MEIASERS 1 X 4 s2 SRB(OF,I-IF.SPF) ArAPPROX.AS QEOREESAND SHALL BE NAILED AT BACH END AND CALM INTCMICDIATE TRL 4E WITH 5.19!COMMON WIRE NAILS,(S•(dd NAILS FOR 2X6 MATCRIAV -- -- 6, CONIECT LATERAL BRACE TO EACH TRUSS WITH TWO UQdC NsuON WIRE NAILS.(THREE Ida NAILS FOR 2(6 LATERAL GRACES) 8 2 X 8112,2TP.CONST(SPF.OF.HF.OR SYP) S. LATERAL BRACE STOMP GE CONTINUOUS AND ENOULD OVERLAP AT LEAST ONE TRUSS SPACE foR CdNTINWIV, -----"° B, FOR ADDITIONAL GUIDANCE REGARDING DESION AND INSTALLATION OF BRACING.CONSULT C 2 X 4=3,STD,CONST(SPF,OF.HF.OR SYP) D58.89T1311PORART BRACING OF METAL PLATS ODNNICTID WOOD TRUSSES AND MB•91 NANDUNG 1 VALLINO AND BRACING FOR RECOMMENDATIONS FROM TRUSS PLATE INSTITUTE. SS DONOPRIO DRILF,MADISON,WI.93717,__ P. ME 9EPERATE TRUSS ENGINEERING FOR OCS1DN of WBB MEMBER. D 2 Xe i3 OR SETTER(SPF.OF,HF.OR SYP) I.THS is NAILS SPECIFIED SHOULD GE 3.3'LONG AND E,Ile IN DIAMETER;IN ACCORDANCE WITH NOS MI. MOTE FOR A draacpEFG CIF 7A-SD..CC�.pONLY.WITCH STABILIZER TRUSS B tadee SY8TEMS CIO as SUBSTITUTED AT PIITCCH BRE Kd.ETABEL14 RS MAZY iEd D WITH WOODDIAPHRAGM B%MATERIAL, SBLO(O(�SEE AT ell ERRI alidiabia FOR RED TRUSS BRACING IMSTALLATI N GUIDE AND PRODUCT SPECIFICATIOtt MA- LATERAL 1—BRACING • • VAN �� MATERIAL • C 1Ga NAILs p,\ • (SarENOTE5a88) it ��— �� JA.3aE5 N. sw\!$w C ttlL • q*y, . - ` �� I i 1flliAl Y-BRACINGMATERIAL �r �1\ I I . February 13,2001 - TRUSS wE® MSUSERS • AWA TANG•Ysrj design parameters and DMAD GUMS ON TWS AND INVERSE✓IDS WORE VS& Nit vad for we ony wall 1.ARe!connectors.Mb den b based*err uon parGmeleis s een.and Is tea an htdMdual building compnent to be Pamlico and Coded verlICOEV. ADDECODIIIry of eleisaan paTamefels and propel Incorporation at C4mpane r5nt a raspo JiDy of building desbner-not Inns ae3IQnet.BIgoing=sown It VIIa1er01 SUpoOII of IhdlVlOyal Woe me nt mOess Only.Addllbna,teporory DiaCInq se b a Inane aoWWy aullrp cons+nsction N the Iespensib&Iy of the.'.ctol.Ad41Nbrlal permanent bioctv at the overall snuotule Is the resportslbtHy al the butterfo Getl5ner,Feu general QUlaanae roQoraing faBIIEGIIon.Reath,Control,stof0Ge,dePb n an Wooing,ey,ereoTCOWooing,COnE Q ruST-SS Quality Sta .D6s.eo Bracing Specification.and H1SAT M iTek® ...wing installing and Bracina Recommendation avollaCblIOm Truss Rate Instil We,513 D'Ortofsb DIM,Matlb0R,WI597t9. C ' dO'db660 ' oNaIW NalelbE Ol 0i70O 6E9 022 Nrl°'G VONVIS ill cl4 WvIE Olel00- ' Sl ' ged T- BRACING DETAIL YT-T-BRACE GROSS SECTION t DETAIL T-BRACE NOTE: T-BRACING IS TO BE USED WHEN CONTINUOUS • �........-NAILS LATERAL BRACING IS IMPRACTICAL. T•/TRACE MUST • T•BRACE COVER 90%OF THE WEB LENGTH. • NAILING PATTERN • r T-BRACE SIZE NAIL SIZE NAIL SPACING _ \,` • WES 1x4or1x6 10d a'O.c. • 2 x 4,6,or 8 12d 8'O.C. USE 0.131'DIAM.x';LONG 10d NAILS WEB ~�� USE 0:131'DIAM.x 3.25'LONG 12d NAILS • NOTE: NAIL ALONG 11-IE ENTIRE LENGTH OR T.BRACE(ON MULTI-PLIES NAIL TO ALL PLIES) \ NOTE: T-BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER)A5 THE MEMBER BEING BRACED. \\ ONE PLY TWO PLY THREE PLY T-BRACE SIZE i_ Y 7.BRACE SIZE T-BRACE SIZE SPECIFIED ROWS OF REQUIRED CONTINUOUS LAT.BRACING WEB SIZE 1 2 1 2 I 2 1 2z3ot z4 1 1x4 _.... -- 2x4 2x4 2x4 2x® 2 x 6 2x6 1x6 2 z 6 2x6 2x6 2 x 6 2x6 2 x 8 2x8 2x8 2x8 2x8 2 x a 2x8 FOUR PLY FIVE FLY T•BRAcE 512E T-BRACE SIZE SPECIFIED ROWS OF REQUIRED CONTINUOUS LAT.BRACING WEBSQE ..— 1 —•,,. 2 1 2 2x3or2x6 2x6 2 x S zx8_ 2x8 . 2x8 2x6 — 2x6 2x8 2x8 2x8 2x8 _••, 2x8 - 21c8 2i8 • 7"..i.---vk L , \` J f . 8Q ES O N. R CML ?'",i- lap.- lt., f ,. February 13,2001 1 e WARMING-Verify dratprs pares notes 41s4 RSAD FOILS ON Tine AND R6 VLRBa MI WOMB[I66. mi..® Design weld br use grey trek MiTee connee1010,Thin at earn Is based only upon parameters shorn,end b to an trrdMduaI building Comvonont to be ins cried aria lodged eerrrcaIry. Applicability of[legion parameters and oiopef breaepolatron of aempenent b reeponebtny or boning designer-not new decipher.Bracing shorn it for lateral support of Inenridirldi Web members only.Addltbnel temporary WraaN;to more stobtlty during oonaructi n b the retoonOCBty eR the etector. Att.nbnal permanent breanq at the overall structure b the responsibility at the bending deelpner.For general 0uiacatae te9atabng Ioblloatbn quality connol dotage.delivery,erection dad bracing.census Q51.85 Quality bandana,Dal de Sraolnp Speelleatlon.Ond HO.91 MITeklB eeneln,q rwareU ere Bremen;tteeornmer0atbr available teaem truss Prate Canute.SW D'Onoabbriee.Needham.WI 53719. ... f ' d;0•�176 6 0 ' 0 N[Q I W N3QNHIR 01 0b08 6E9 022 NrIO11j 8 V O N V 1 S Ill' ad W'd G E 0 l'E l 0 0 G ' S l ' 9 e d • Job Truss 'Truss Type City Ply Y1539325 PITCHER H01CAP PIGGYBACK 8 1 (optional) Barden and Robeson.Middlsport,NY A.201 SRI a Sep 5 200D MiTek Industries,Igo. Mon Feb 12 07:54:36 2001 Page 1 -o.1i_ ____ 4-10-a ...__,�_. $.9-0 1 19:74B-1 coo-s 4-to-8 4-10 s 0.10.8 score=1:23.a sle= I 3 SEE SHEET YT-PB01 FOR PIGGY. am riT BACK CONNECTION DETAILS a Y _ „„' ._ — 5 axe T%" d d d . `�— sue i ._..... g �J 1>4� 2t4 I I I!'J -. .... 9-9-0 . ... ,. -- •-H 9.9-0 plate Offsets(X,Y): FLQ 3-3,0.2-C1,.I4'0`3-3,0-3 01 - • .-. -. •• LOADING(pan SPACING 2-0-0 C51 DEFL in (roc) Ifdefl PLATES GRIP TCLI. 35,0 Plates Increase 1.15 TC 0.37 Vert(LL) -0.02 4.8 )999 M1120 1971144 TOOL 7.0 Lumber Increase 1.15 BC 0,34 Vert(L.) •0.03 4.6 999 BOLL 0.0 • I Rep Stress Incr YES WB 0,06 htor2(TL) 0.03 5 lira 5COL 10,0 Code BOCA/ANSDS (1vlatrla) 1st LC LL Min Ildefl=360 Weight:37 lb LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 6.0.0 co purlins, BOT CHORD 2 X 6 SPF No.2 SOT CHORD Rigid ceiling directly applied, WEBS 2X4 SPF No.2 REACTIONS(lb/site) 114483/0-5-8.5=48310.5-8 Max I Tort 10.78(Ioad case 2) Max UpiIl11+.680oad case 4).5.68(Ioad rase 4) FORCES(Ib)-First Load Case Only TOP CHORD 1-2=-247,2-3e-692,3.4•-892,4-5=-247 SOT CHORD 2-6=551.4-6451 1 WEB: 2,6=259 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Thls truss has been designed for the wind loads generated by e0 mph winds at 25 ft above ground level,using 5.0 pef top chord dead load and 5,0 psf bottom chord dead load.100 mi from hurricane ooeanllne,on an occupancy category I.condition I enclosed building,of dimensions d6 ft by 24 fl with exposure C ASCE 7-83 per SOCA/ANSIBS Rend verticals or cantilevers caiSt.they are exposed to wind, if perches exist•they are not exposed to wind. The lumber IDOL increase 1s 1.33.and the plate grip increase is 1.33 3)•This truss has boon designed for a live load of 20,0psf on the bottom chord In all areas with a clearance greater than 3-6-0 between the "'�� bottom chord and any other members. t r of : , fl 4)Bearing at JoInt(s)1,5 considers parallel to grain value using ANSI/TPI 1-1985 angle to grain formula. Building designer should verify - capecity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate eatable of withstanding 38 lb uplift at joint 1 and 68 lb uplift at joint 5. a JA ES K 6)This ttuoa has been designed with ANSYTPI 1.1995 criteria. $ONDOE .l, LOAD CASB(6) Standard lspr�� f vft 4011 M.. February 13,2001 AWARNIND-V4I'fg design paler tea.S and tit D P4 TES OPT sus AND R51r!R-SS eau BEIFO>RS tees. !ms e Design valid for toe only with wiles eenneolota,Inc design it costa only upon paramelets shown,ones Is for on lnotwaual bottling'component to be 111/ rrxtotree and rooded velticaly. Appab0b4iy of 4esr9n parameters and peeper 1r,00rporotbn of component is resoons10ey of building designer•net flea desipnel,siccing shown Is for lateral auppart of Indlvk Mambas ual web membs only.Additional temparaw bfeertg To Insure doblllN during eonstructbn II fine .esponstbinty of nee erector.Adonbn'ct pelmdna t bracing of the overall sttuCfule In the responahet1 of in.D1Odrng designee.FOt general guiders* fagording fobdeotron,quality control,storage.dethery,enrttbn and bracing,consult GS1$8 away Standard,Del-e9 Bracing Specification.one HIS•e1 MiTek® Ifundllna installing and Peeing%seemmrtaeMe.c oblo from trust Prole tnslfute.553 D'ceofrb bit*,Madden.WI62719. _-,._ 0 ' dg-dti660 ' oNQIW N2aNbS 01 0b08 6E9 022 N11940 v4Nd1S II ad WVGE : 01''21000 ' 0l ' gad PIGGYBACK TRUSS CONNECTION DETAIL YT - PBO1 i__ -. .. RIM*Industries,ine. PIGGY BACK Ara 22,1999 TRUSS Pepe! T of 1 OPTIONAL LATERAL BRACE.CONSULT THE PIGGY OPTIONAL LATERAL BRACE.CONSULT THE PIGGY BACK TRUSS DESIGN SUPPORT CONDITIONS TO BACK TRUSS DESIGN SUPPORT CONDITIONS TO DETERMINE IF REQUIRED. DETERMINE IF REQUIRED. 1 1 1F1 ., H,.,..,..... �! BASE TR SS �' ..." N ...--- +,•f^ :: PIGGY BACK TRUSS USE ANY OF THE THESE FOUR CONNECTION OPTIONS. LATERAL BRACE - -\\ ATTACH MI i' K 18 ga.7H HAMMER-ON REQUIRED I I i PLATES ON EACH FACE AT EACH BASE TRUSS JOINT, SIMDSON H2.6(OR EQUIVILENT) (N! OPTIONAL LATERAL BRACE. CONSULT g FRAMING ANCHOR. ONE CONNECTING PURLIN TO PIGGYBACK TRUSS AND THE PIGGY BACK TRUSS DESIGN ONE CONNECTING PURLIN TO BASE SUPPORT CONDITIONS TO DETERMINE TRUSS AT EACH BASE TRUSS JOINT. IF REQUIRED. 1/2"x6"x8"PLYWOOD(OR7116'`OSB) GUSSETS.ONE EACH FACE AT EACH ;.'". _ = `a BASE TRUSS JOINT. ATTACH W/(a)- 4n ti - 12d NAILS(0.131"DIAM.x 3,26"LONG) (DRIVEN AND CLINCHED)INTO EACH CHORD(TOTAL-8 NAILS). ' il2 x x 4'-0"SIZE TO MATCH TOP CHORD OF PIGGYBACK. ATTACH TO ONE FACE OF TOP CHORD WITH 10Q NAILS ` AT 6"O.C.STAGGERED(TYP.EACH END OF CAP TRUSS). THE PIGGYBACK TRUSS MUST BE SECURED TO EACH PURLIN WITH 2-15d TOE NAILS. TOE NAILS TO SE DRIVEN IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS BASE TRUSS 1897 EDITION. OPTIONS 1.2,OR 3 MAY SE SUBSTITUTED IN PLACE OF THE TOE NAILS. (POSITION SCABS ON EACH OUTSIDE FACE OF MULTI- PLY TRUSSES). /� 1-1"' OFF'\ NOTE; TRUSS DRAWINGS SHOWN ARE FOR GRAPHICAL REPRESENTATION ONLY. SEE THE INDIVIDUAL CAP AND !iAIES BASE TRUSS DESIGNS FOR LUMBER,PLATES AND ALL JAMES } OTHER DESIGN INFORMATION- X X.BRACING IS REQUIRED TO TRANSFER THE CUMULATIVE ii• IL LATERAL BRACE FORCE INTO THE ROOF ANDIOR CEILING 1".' � y' DIAPHRAGM. COMPETENT PROFESSIONAL ADVIC!SHOULD BE OBTAINED RELATIVE TO THE DESIGN OF THE ENTIRE i .��f�S/t}�IAI.E� "ic BRACING SYSTEM. ALL LATERAL BRACING SHOWN THAT IS NOT SPECIFIED AS OPTIONAL OR REQUIRED IS TO BE February 13,2001 POSITIONED AS PER THE BRACING SPECIFICATIONS ON THE EASE TRUES DESIGN,BUT SHALL NEVER EXCEED aa"ON CENTER. I AWATeraN0-Vert*deelga paaa,tselers and READ NOTES ON 11ES AND REVERS MOB BEFORE 1JSE. r"��® Design vaud sal um only w'A MIfe1[connecTars This design Is bored only upon paesmelae shown,and a tot an IndMauei bui0rng Component to Pe MI :Intot b d and odes rentaor ♦ope0IlI1y of dign parameers and!roer Ineparorbn of eamponenl a respon1d iy al buidBaa detlna•nal Mu designer.Bracfla theterl h%al It Tetal FOPIttat1 of Individual web members only.edallbno0 temporary bracing to Insure Cobmry outing construction r the Iesl7onalbirtry of The Brass,Addllbnat permanent breaing at the Overratr moans.I The laltafilaa111,of the building derlgnor•sir general puleleflae regorging toDricotbn.Oualty oonttol!!page,aellvery,ereatIon and bracing.coma OSv.ee QualN'slanaere.DSB•90 BmcinO SpeGneatlan,or 14IB.01 L Handling Installing and BreaIng Ileaamme dalbn available norm Ttuss State tnsrnute,683 O'Onoeb IT+k®Dave,Maclean.w15S710, r�i 9 ' diet'eti66a . 0Nlaiw N9I UE 01 0b08 6E9 022 "iti010dVONVIS 1111 eu 1AIVEE : 01:E100-G ' Sl ' Pad Jab Trues Truss Type Oty Ply Y1530326 PITCHER H02 ROOF TRUSS 1 3 (optional) Barden and Robeson.Mlddlopoi,NY 4.201 SRt s Sep 5 2000 Mi1ek industries,lno. Mon Feb 12 07:5437 2001 Page 1 .Aa eels i 6.11_12 I 10-2 10 I 14:14' 1 17,6-6 I 21-0-4 1 245.2 i 2 27 shis 38.14 3-2-14 3-2-14 3.94 3.9-6 3.2.14 3-2.14 2.614 0-10.8 3r1B=1' 8x7= 2n6 II 617 a 6 6 640 rir 3 7 7e8-1. 3x5 s 8 14 a I i r►loslo 1 at L . � llll Ili; • .._ 1 ?L1 -1h�.: a _-,, M5H29 • MSH2S M61-129 pxa b. Dxa 18 17 10 19 t8 1a 13 12 11 MS-12* 116 I1 8x8 = 8x8-MSH_9 8x8- aril•:: 81,8_ Sx8= 2x6 :1 TF10110 1110428 TH0210 TH0210 M9r129 I1-10210 MSH29 TH0210 I• 38-14 i_.6-,11.1a i 1P2-lo '1 14-0-0 . _9.d ..,,i 21.O,a , .1- 24.32 i ..... 2.10 g314 '.-2.111 3.2-14 3.9.8 3-4.6 L2.14 3-2-14 3-e-14 _ -- t0910010 4.0-5.4,0.3.81 a'0.6-s,Q-3-st.19;u•9.i, Plate Offsets fX, L`:. - - ., 0-0-101 ...- LOADING(psi) ! SPACING 2-0.0 CSI DEFL in (too) l/doll PLATES GRIP TOLL 36.0 Plates increase 1.15 TC 0.41 Vert(LL) -0.14 15-16 v999 MI120 197(144 TCOL 7.0 Lumber Increase 1.15 BC 0.86 Vert(TL) .021 15.16 v999 BOLL 0.0 ' Rep Stress rncr NO WE 0.44 Horz(TL) 0.08 9 n/a BCDL 10,0 Code 13OCA/ANS195 (Matrix) _ let LC LL Min Met=360 Weight:860 lb_ LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 8.0.0 co purlins, DOT CHORD 2 X 8 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2 x 4 SPP No.2 REACTIONS(Ibrsize) 1=12071/0-5-8,9=12168/0-5s Mux Hera 1=-202(load case 2) Max Upllftl e-2388(load case 4),9=-2443(load case 4) FORCES(lb)-First Load Orme Only TOP CHORD 1-2=-17486,2.3e-15650,3-4=-13449,4-5=-12109,5-6=-12109,6-7=03448,74=-15644,8-9=-17466.9-10=37 60T CHORD 1-1804023,17.18e14023.16.17=12969,16-19=11287,1.5-19011287,1 4-1 510 1 2115i 13.14=11285.12-13=12965. 11-12=14006.9-11=14006 WEBS 2-18=2237,2-17=-1350,3.47e3660,3-16s.3093.4-18=5316,4.16=1715.6-15=144,6.16e1718.6-13=5314,7-13=-3087. 7-12=3642,8-12=-1333,8-11e2221 NOTES 1)This truss has been checked for unbalanced loading conditions, 2)This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level,using 5.0 pef top chord dead load and 5,0 pal bottom chord dead load.100 mi from hurricane oesanline,on an occupancy category I,condition I enclosed building,of dimensions 45 fl by 2.1 ft with exposure C ASCE 7-93 per BOCA/ANSt05 If end verticals or cantilevers e1596 they are sxpoeod to wind. If 1�� porches @Kist,they are not expcsed to wind, The lumber DOL increase is 1.33.and the plate grip increase is 1.33 IAA OF 444 \ 3)Provide adequate drainage to prevent water parading. 4)'This truss hes been designed for a live load of 20.0paf on the bottom chord in all areas with a clearance greater then 3.6-0 between the , 1 bottom chord end any other members. JAMES N. 5)Provide mechanical oartnection(by others)of truss to bearing plate capable of withstanding 2388 lb uplift at joint 1 and 2443 lb uplift at am= t Joint 9. t 6)Thls truss hae,been designed with ANSi/TP1 1-1995 altefn. �' ciVR. 7)3.ply truss to be connected together with 10d Common(.148 t3')Nails as follows: ``��V Top chords connected as follows:2 X 6-2 rows at 0-9-0 oc. f_!I" Bottom chords connected as follows:2 X 8-2 rows at 0-5-0 oe. \ ' Y 1! 4. 1 Webs contacted at follows;2 X 4-1 row at 0.9-0 oc. t ,yes+ 1t j 8)Use USP MSH29(With 10d nails into Girder&NASD nails into Truss)or equivalent spaced at 4-0-0 oc max.starting at 1.11.4 from the i' Sf0 4PA- -- left end to 25-11.4 to connect truss(es)H04(1 ply 2 X 6 SPF) to back face of bottom chord. 1 9)Use USP T10210(With 16d nails into Girder&NASD nails into Truss)or equivalent spaced at 6-0-0 oc max.starting at 3.11.4 from the left end to 27-9-4 to connect truss(ea)H04(1 ply 2 X 6 SPF) to back face of bottom chord. February 13,2001 10)Fill all nail hales%hire hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 AV/ARNmes•verify deslme pa,rseewlerts and READ ROTES OR TB=AND REWARD SEW BEFORE 115E. on:® Osagn valid for vac only torn t.41et ecnnectors.The design a Dosed wry upon paremarera ste.ev.One is for an Individual busRtg component to oe hill tnsro6ea and boded veniesay. wpplleoblllry or damn porometes ono pope,Inedible:Mon a component b responsibility Of Whew designer•net trues designs.Beaming sheen b tot lethal canted et IndNIOUo..ob members orgy.Adafbnal rerneorery mocrie to Inane stability during cortsituotbn Is the mrponsloary of lire erector.Ad7lrbnel permanent bracing of the Overall WIUCIWe b the twpeneblvry al the bulling designee.For general gulaanee (scordirto bbicatbn.quality control slo1000.Pelmery erection and Placing,conga CST-aa Cuoiy muneetd.Diie9 treeing Spealacallon,one Fla-et M iTek® itenellna s etea le;and heeled teeemmenddbn avOil0bb limn 7nett Rate institute 383 b'oheab owes,Hodgson.miter'v. L ' d30'et660 ' 0NLQJW N9QN8S W. 01708 6Z9 1322 Nr10JQ8dON'd1S 11i1 dd WVEE : O l:El000 ' S l ' gad Job Truss Truss Type Oty Ply Y1S30326 PITCHER H02 ROOF TRUSS 1 t3 (optional) Barden and Robeson,Mlddleport, 't( 4201 SR1 s Sep 5 2000 MITek Industries.Inc. Mon Feb 12 07:54:37 2001 Page 2 LOAD CASE(S) Standard 1)Regular:Lumber Increasee1.19.Plate Ihcrcexace1.15 Uniform Loads(pit) Veil:1-4=-84.0,4.59.84.0.0-10=84.0.1-18■-788.1,16-19=-828.1,14.19=-788.1.13.14=-828.1,9.13=-788.t A WARZ ZNG-Yer()i des(9n.prrsaerrlsr*and AZAD towns ON Was AND Ra9ER818 Z WI1.SPORC VW. 1.T Oeslon valid lot tme Only vkts tenet connectors.this design is DOBea Dory upon porametee shown,and Y la on In0lvlpuaI bulidirlO component tO 0o Installed and bodes earrtadq. Apo0aab4lty of design pdrometees one pope,IncOtporation of eemeoneht r teesponslbhny of building Castanet-not uuee eetlgnei,wooing?torn b ro,17,eral support el I11Gkl,tu0l web marrows only.Additional tempOrOty p10CIng to Ineule comity during COnsteuction is the eeeponslpnhy of the week',.Addlbnal permanent lemming of Ilia overall stfuelule f2 the eeeporelpaly Ot the building designer.FOt general ruoonce leq:rdino tobelcatlon.aucey Control sloeape,deilrety,at wean and bracing.consun QSRee Quatiy Stoneate,001-ee Bracing Specification.and 1110-91 -Te k® Noodling}retailing and Siccing ftecom,nen60M J available Isom Truss Plate Institute.513 O'Onont0 Wee.Madken.WI58719, 8 ' d,9'cti660 ' oNlatw N2agdg of 01702 6z9 022 Nrq4cIdVONVLS III' M Wdb£ 0 I.-E1000 ' S I ' lad Job Truss — 1 ass Type OwPly Y1530327 PEER HO4 ROOF TRUSs 7 1 (op icnal) •Barden and Robeson,Middleport,NY 4.201 SRI s Sep 5 2000 MiTek Industries,Inc. Mon Feb 12 07i54:37 2001 Page 1 f 54-5 ,i 122.14 , I 194,8 _....._____}_- 24.7.11 _� 30-C.____,....4 010-8 5.4-5 4.10.5 5.5-11 4-10.5 5.4-5 Scale=1:64.8 ®A= 74 nr 1 6 6 aco 12 3x5 Sx4 6 3 _,l Z 2 V i n ,1 E , � _.. 20 II $.0= ax6= 3x8 = 2x6 it 10- .to I.. 151-46 _ ,_. .2_64741 .t. 2u-0-0 ....... •i 5.6.5 4.103 .._ 9.6-11 _... .. 4-104 6...5- - _.. .... .. -- .s..... Plate Offsets(X.Y1: [2. 146,0-1-121.f4.0-5.4,0-3-81 _ _ - _. -- LOADING(pen SPACING 2-0-0 CSt DEFL in (lac) I/defl PLATES GRIP TCLL 35.0 Plates Increase 1.1S TC 0.57 Vert(LL) -0.11 9-11 >999 MI120 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.57 Vert(TL) •0.18 9-11 >999 BCLL 0.0 • Rep Stress Incr. YES WB 0.24 Horz(TL) 0.06 7 No BCDL 10.0 Code SOCArANSI9S (Matrix) 1st LC LL Min lldefl=360 Weight:1tSe lb LUMBER BRACING TOP CHORD 2 X 6.9PF No.2 TOP CHORD Sheathed or 4.5.4 oc puffins. SOT CHORD 2 X 6 SPF No.2 SOT CHORD Rigid ceiling directly applied or 10-0-0 oo bracing. WEBS 2 X 4 SPP Not WEBS 1 Row at midpt 4-9 REACTIONS Qb/size) 7=1606/Mechanical,2=1731/0-5-8 Max Mori 2=2000oed case 3) Max Uplift7=-218(Ioad cone a),2e-271(load case 4) FORCES(1b)-First Load Case Only TOP CHORD 1-2=32,2-3-2453,3-4=-209S,4-5=-166111,5.6e.2049,6-7=-2439 SOT CHORD 2-1261874.11-12=1874,11-13=1697,10.1301697,9-1(=1697,8-9e1875,7-8=1875 • WESS 3-12=57,3-11=233.4-11-466,4-. -50,5-9e010,6.8e-282.E-8 82 NOTES 1)This Uwe hoe boon checked for unbalanced loading conditions, 2)This truss hes been designed for the wind loads generated by 80 mph winds at 25 ft above ground level,using S.0 paftop chord dead load and 5.0 pal bottom chord dead load,100 mi from hurricane oceanline,on en occupancy category I,condition I enclosed building,of dimensions 46 ft by 24 ft wlln exposure C ASCE 7.93 per BOCA/ANSI9S If end verticals or cantilevers exist.they are exposed to wind. If porches exht,they are not exposed to wind. The lumber DOL incrcaSe is 1.33.end the plate grip increase iS 1.33 3)Provide adequate drainage to prevent water ponding, 4)-This truss has been designed let a live load of 20,Opsf on the bottom chord in all areas with a clearance greater than 3--0 between the bottom chord and any othef rtternbere. 5)Refer to girder(s)for truss to trues connections. 6)Provide mechanical connection(by ethers)of truss to bearing plate capable of lnrithstartd)ng 216 lb uplift at joint 7 and 271 lb uplift at joint 2. 7)This truss has been designed with ANSIITPI 1-1995 criteria. ;1{ OF \ LOAD CASE(S) Standard _ - JAMES N. BONOOR r1ni fr r RP. 1 t ,: ' . February 13,2001 \' '7rr it r. r , "4's/Oii3�t 0,e< �. awmatufa.Verity deafen posaarreta s and READ Karoo ON T S AND REVERSE Sins Baron Vas INT Design valid for use only wen Mtrek connectors nib detian b posed only upon eotcmeters shown.and is'Cl an If10MeuOI building COmpOnent to be (naloile0 end boded verifiably. Applicability of Design palomelels and proper Ineerpoictpn of component Is rweenslbl5y of building designer•not truss designer.5taeing shown Is sot lateral support of 1ndNiOudl Web members error.AdCtlbrlol temporary bracing To Inaule steaDy Outing construetbn Is the re>Iponslbltlty of the erector.Additional permeauenl blessing of the overall trructuro C the responsittiev et toe bvileln0 designer,For general auklends N�liTek® tegai5ing leolieatbn,Gamily Opnlrol,slaope.delivery,e.ee1bn and braelNt CROP,census CST-3CROP,St or Ondd.II Ss-e9 iiectn9 tpeedDCation,and MIS-91 ►wndling In061111,q and 6roclne tecomrnendatron av611obte sent hasp Plate rrtsrnute.443 0'Onoelo Dere,htodken.wl es71 e. 6 ' dra•dig 6 6 0 ' o N.G I W NaQ2ibE 0l 000S 6E9 022 Nm°1a d b a N d 1 S l l I 1 dd W V ti£ : 01:210 0 0 ' g l ' q a d Jobs s — Truss Type Oty Ply Y7530623 PITCHER M04 ROOF TRUSS 2 1 _ .t211 10 nag Barden end)Robeson,NSddleport,NY 1 4,201 SR1 s Sep 2000 MiTek Indrparies,Inc. Mon Feb 12 0764: t4 2001 Page 1 g-y,g - i - 12-1414 p10 j 54,8 5.7-6 411-11 5,,ee 1:521 2xr4 l t 1 6.28 12 2 r \\ / \ '' s • 6 5 314 at 4x4 - 21Ce II I. _.6 A . ��..12ti10.14 _. ._r 63.8 6.7-c Plate Offsets 0.(.Y1: 11:0-0-0iQ-0 0 �� b• 0 0 ] -0.OA 01 T _. . _.._„ , ... .- LOADING(pet) SPACING 2.0-0 i CSI I DEPL • In (Ioe) Udefl PLATES GIMP TCLL 35.0 Plates Increase 1,16 TC 0.44 Ven(ll) 4.01 5 >999 MI120 197/144 TCDL 7.0 Lumber Iforesee 1,16 13C 0.20 Vert(rL) .0.02 5-6 >999 BCLL 0.0 • Rep Stress Iner YES WE 0.56 Horz(TL) 0.01 3 n/a BCDL 10.0 Code BOCA/ANSI:4 1 1st LC LL Min I/deft a 360 Weight.70 lb _ LUMBER BRACING TOP GHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc;satins, except end verticals. BOT CHORD 2 X 6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF No.2 WEBS 1 Row at midpt 1.6 • REACTIONS(lb/size) 6=650/0-5-8,3=754/0-6.2 Max Herz 6=06(Ioad case 3) Max Uplifl6=-84(load case 2),3=-153(load aosa 2) FORCES(lb)-First Load Case Only TOP CHORD 1-60.2S5,1.2=0,2-3=-645,3-4014 BOT CHORD 6-80360,3.50'860 WEBS 2.60•650,2.5e125 NOTES 1)Th'etruss has been designed for the wind loads generated by 80 mph winds at 25 ft obeys ground level,using 5.0 psf top chord dead load and 50 psf bosom chord deed load,100 mi from hurricane occanline,on an occupenoy category 1.condition I enclosed building,of dimensions 4S ft by 24 ft with exposure C ASCE T-93 per BOCA/ANSI95 If end vertids or cantilevers ctds1,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip Increase is 1.33 2)'This truss has been designed for a live load of 20,0paf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and any other members. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 84 lb uplift at Joint 6 and 158 lb uplift at joint 3. 4)This truss has been designed with ANSVT'PI 1-1965 criteria. �� LOAD CASE(S) Standard \\.., JAMES N. 80NOOR : ••f �i r IlLC r- e r '` 616.FsSffiiA1. t /f February 13,2001 gW.Surma•V..jyd.sga pemmican,and RZADNOTESoa MUD AND MODS£1Daitr EOM Desky,.ors to use only errh Wen cen1wetors.This design tT Lased only upon porometee mown,aria is re.an Indrulduot buaery Component to be Insroned one loaded vertically, araorceasry of design poron,eters and p+eper incoreeration or component h responsixrnry et bulking designer•nor truss • doslone6 SICOIhp swan h ler lateral support of Inz9rrwal web member.enN.Addfbnal temporary broofng so mule sdabllit r doing Censlruelbn is the responsibility of me•reeler.Aeoltlonci permonem Dancing at the oreran strueture In the.espontlDaly of the building dedpnei,For general guidance recording toDricatnaL quality control,storage.ael.ery,erection and bracing.consult Oil-56 quality banderol,ose.ee fleecing speaMeelfen,one Hiti-91 114ITeke n nnnnnn.rarnIIl 1arrtIrassin.HNcn emeneetlenavafhbro front Two Pinto Insrnure.6e9D'Onohlt Dear.Madison,WI59710. 01 ' da.d17660 ' °NQI' NaNUE Ol 0209 609 22C NMOIQaVaNVIS III' old WV U Ie100- ' 0l ' q d Job Truss Truss Type Oty Ply Y1630329 PITCHER V16 PIGGYBACK 2 1 (aprinnaif Barden and IRoDesan,Middleport.NY 4,201 SR1 s Sep 5 2000 MTek kiduetttee,Inc. Mon Feb 12 0754:38 2001 Page 1 t-- 34.4 ,1 se-6-7 ____I 14.4 84-4 i Scale=1:Ss.8 4x4= 5 10 11 r 1xa l! 10.00 1 a a a 1xa II 1x4 II 1n1 it 3 1x< II 8 2 1 ••\ 9 1 344 17 16:• 14 13 12 11 10 1x4 II 1xa Il 1o4 II so II 1x4 II 1x4 II 3x4= 10 II I— -... ..._ _.1t31d3_. •—I . LOADING(psi) SPACING z-o-a CSl DSPL In (lee) Itdefl PLATES GRIP TCLL 35.0 Plates Increase 1,15 TC 0.06 Vert(LL) n/a - nia M1120 197/144 TCDL 7,0 Lumber Increase 1,15 SC 0.05 Vert(TL) n/a Na SOIL 0.0 ' Rep Street!nor YES WB 0.09 Hor2CTL) 0.00 9 nisi BCDL 10.0 Code 9OONANSI9S —�— (Matrix) 1st LC LL Min i/deft a 350 Weight:70 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc purline. DOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid Ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF No.2 REACTIONS(Ib/size) 1=98/16-6-7,9=98/16.6.7,11e-1118-6-7.14e163/16-6-7.15..208116-6-7;16=204/1647,1111226/18-8-7.13e208/16.6-7.12E205/16-5-7,10=226/184.7 Max Horz 1=-251(Ioad case 2) Max tJpliftl=-72(load case 2).9m-22(1oad once 3),11=•1(load case 6),16—83(Icad case 3),16e.79(load oase 4),17*-84(load case 3),13=78(Ioad case 2). 12=-84(load case 4),10=.91(load oast 2) Max Gray 1=140(load case 3).9=98(losrd ease 1).11 e10(Ioad case 2),14=163(load case 1).15=216(ioad ease 6),16=204(load case 1).17=226(load case 6), 13=216(load case 6),12=205(toad case 1).101127(load case 6) FORCES(lb)•net Load Case Only TOP CHORD 1-2e40,2-3=-90,3-4e-90,4- =39,5-6=-89.6-7=-80,7-8=40,38e.110 BOT CHORD 1-17e27,16.17027,16-1 27,14-15=27,13-14=27,12-13=27,1142077,10-11=27,9-10=27 WEBS 5-14e-123.4.15e.167,3-16=-168,2-17e-173.6-13=-167,7.12=-168,6.10e.173 NOTES • 1)This truss has been checked for unbalanced loading conditions. 2)This truss has bean designed for the wind leads generated by 80 mph winds at 2611 above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead lead,100 rill from hurricane aceanline,on an occupancy category I,condition I enclosed building.of dimensions 45 ft by 24 II with exposure C P. CE 7.93 per SOCNANS195 If and verticals or Cantilevers exist,they are exposed 10 wind. If porches exist,they arc not exposed to wind. The lumber DOL increase is 1.33,and the plate grip Increase le 1.33 3)Gable requires continuous bottom chord bearing. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas with a clearance greater titan 34-0 between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 72 lb uplift et joint 1,Z2 lb uplift at joint 9,1 lb uplift at joint 1 t,83 lb uplift at joint 15.79 lb uplift at joint 16,84 lb uplift at joint 17,78 lb uplift at joint 13,84 lb uplift at joint 12 and 91 lb uplift at joint 10. _ 6)This truss has been designed with ANS VIP'1.1998 criteria. (---i-yk----OP 444 -ftLOAD CASES) Standard • JAMES* ,r WHOOP t 1d Ir L . February 13,2001 •` i. t r... �. Jr. £,we vwura•NWWIN design pareeseters card READ"Jams ON toms dire Rga wsg SUM REPO to VSts• facie esdgn vas for use Only Pah Mlfet connectors.This design C Dried only upon oaromerers sheen.and is for on 1n5MCYal bulging component to De Inwood one leaded vertically. Apcilcobtiey of deign porometers and DJOpes inooroorc1 n or component is sesparolbley el building designer-not Taos deslonet,5taoln9 shown Is tot lateral support et InaMoual web members only.A0debndl temporary bracing 10 Insure Qaflllty Caring eanatu0lbn Is the 1/111111 responsibility Of the erector.Additional permanent bracing of Me overall structure to me responWbsey at the buttery designer.gel general guidance regording t0btlSalbn,Quality control,storage.delivery.erection and bracing.Consul!08t-$5 Cualey Standard.D5B-e9 bracing Spealtlegtterl.and 11111.91 •Tek® Herr one/malty llne installing on ealne tle nlm d rl aeeHatia available from Truss Rote institute,612 D'Oncab Dine.Madbon.W133710. IL ' dt•d4'660 ' oN'c[Iw N3G8 E Ol 0b08 6z9 222 NmOIO VONVIS 'ill LI : O1E100Z ' Sl ' gad Job rruss Trams Type sty y— 19y STD_GA8LE st_gbI PINK 1 1 TRUSSES 2a ac 1RII13S GEOMETRY ASP SUPPORT CONDrrKWE dl(owe ARE FICA ILLUSTRATION ONLY. SEE EACH INew1DIJAL 14NGIN€ERED EAMLE DESIGN FOR TRUSS GEOMETRY AND SUPPORT CaNDRIONS o Denotes diagonal or L-Bracing ROOF SPICATmiNO Refer to table below !! f �a 75•MAX. }�- 1 •K \ I o• i. ATTActiw(8)Mt TOE : ; • DIAGONAL BRACE AS REQUIRED W NA►L+AND(1)U®P•03 oUP. 4 • hiN ANGLE TOWARD ROOF SHEATHING e G OR TOWARD RIGID CEILING < < A 0 ;, . i r NiP ••• • ATTACH wr(2)160 NAILa • • Q AND(1)U3P-G3 CLIP. -'1-71iKt'i4- .'-i�tiWJ'• - - •• '•l�t 1• n RIGID CEILING END ERG,WALL an®�.., ... .. LOADING(pan LUMBER SPACING 2-0-0 PLATES VI TOLL 40-0 TOP CHORD PER DESIGN Plates Increase 1.15 M20 TCDL 10.0 BOT CHORD PER DESIGN Lumber!»grease 1,15 SECTION A-A ECU. 0.0 I StUDS 2 X a SPF Stud Rep Strafes Incr YES ECOL 10.0 l Code BOCAIANS195 TYPICAL L•BIRACir NAILED TO —�-•- "`�' 2x_VERTICALS WI 1Dd NAILS.8"OiC 1 BRACT td 2a4 DIAG • ATTACH DING. VERTICAL STUD SPACING BRACE L-BRACE L-BRACE BRACE BRACE AT EACH .. END FOR: i MAXIMUM MEMBER LENGTH -- i 12"0/0 7-3-0 10-11-12 12-6.0 12-6.0' 60014. 16"O!C 7-2-2 9-4-5 12-6-0 12.6-0" 6001b. - _ 24"OIC 5-8-0 7-4-8 9-10-7 10.8.2• 500 lb, -_ _ • _-- .- LOADINS(peg) LUMBER SPACING 2.0.0 •• -PLATES BRACING TCLL 40,0 TOP CHORD PER DESIGN Plates Increase 1.15 M20 TOP CHORD sheathed or SILO nn»enter p.irlin soacino. TCDL 10.0 BOT CHORD PER DESIGN Lumber.Increaa3 1.1E 80T CHORD Rigid ceiling direalyapplied or 10-0.0 on center bracing. BCLL 0.0 STUDS 2 X d SYP No.3 Rep Stress Inv YES WEBS s4 L-Brace or Meg.Brace(See:hart), Fasten T and I BCDL 10,0 Code BOCA/ANSl96 braces to narrow edge of Web with 10d common wire nails 8 in.on center(use s D In.minimum end distance). Brace must couer full web length. STUD wrOUT 1x4 2x4 DIAG. ATTACH D1AG. SPACING BRACE L'erRAC6 L-BRACE „ BRACE BRACE AT EACH • END FOR: MAXIMUM MEMBER LENGTH ' 12"0/C 7-3-0 11-~y-1 I2-64 • 12-0-o• Goo lb. 15"Ole 7-3-0 10-0-5 12.6.0 12-5-0' 600 lb. 24"0/C 8-0-15 7-11-0 — 10-T•1 11-5-8' 600 lb.' NOTES 1)•-Maximum member length assumes(1)diagonal brace located at the mbr.midpoint. Add addtional roes of diagonal bracing for longer members. 2)Gable etude epsdeg(See chart above). 3)PrWiae mechanical8enneciion(bby others)of truss to bearing plate. t� \ a)TItle tluo0 hee been designed v+i NtsVrPl 1.10a5 criteria. Pats 5)This truss has been designed for the loads generated by 80 mph Winds at 30 ft. above ground level located 100 mi.from the hurricane oceanline- ASCII 7A6 components and cladding external pressure coefficients for the exterior sons .AMES N. • and 6.0 per top chord and 6.0 psf bottom chord dead load are being used. o{l c The design assumes occupancy category II,terrain exposure C and internal 1 ( pressure coefficient condition 1. The lumber DOL increase is 1. 3,and the `lyfirlL 100 1• plate grip Increase is 1.33. i F!'; � " i + A-44 ON M.t 1k44.4 February 13,2001 f A WARYGNC-Verify dealers poaarmtsra and RLeD KG! 9 Cee TffiS AND REVERSE SUDS BEPDRS USE. Nil Dr-tan voltd for use only with Wee 0enneotore.Ink detlpn b Dosed only upon potamolets shown,end b for an Indlvlduel DuldIrtg component to rw • e,traned and taaaed venlecres, Applicability at eleean parameters and proper 11100100101100 01 eomaonenl Y resporslbillty of DulIGtng aeatatet-not muss designer.&acing shown'slot infixed supmtt of ardM0uci web members only.Additional Temporary wooing to Insure stability duerp Construction Is the rerponubety e1 the erector.Addhbnol permanent pleotnn d ttte overact etuctue,b the responsibility el the bulkier;cosigner.for general guidance recording loaricatbn,Qualify control stew"aeevery,etealton and b.oclnp.Consult OSt.86 Oualey Standard.Dae•ae Pacing Specification,and MI6-91 M iTekv Lin..nanr,inerrant and Mooing RaeommwtdaiIce overwrote wen nose Pero Insnture.583 D'Onoaio Nye,Maabon.WI Sane, ._.... CI ' dj-,b660 ' oN1TTw N4I7?Ilia ni abMA AP9 ass Nmn'O VQNVIS 111i m-1 Nvgc : o lml000 ' O L ' qad . ... �� � �V/� V '' dam. 1 bb �► T�`r� L BARNSTABLE Locus �� �1 v .1�A l� Imo' Y 1� R I HARBOR kg:,Z ,1 - v-�: ,C5 "OA• � EBB \ I A — — �. '�' MGR 'ATEj� . p _ ARK i fl{)7 �. / r • . T /908 I / / C-- A. M 319/51 / K. ~�• —J./��_ SAC , AREA�16, 738-�`.F , Y ORS``RE`l OF D '4 ' a jf / � S89 4,2 ti�0, � / ._ 1110 A 0 MOW _, T LOCUS MAP 'b MOM. ei .,,i �� / J ' 1 4.4-M a1411. � PLAN REF: 1141, 164401, 0 ti �� J L. C. 17933H 2 4F 2 FLOOD `LONE / Og 2 DEEDS: 2231/115, 3924/189 & 7998/200 V4 (elev.✓. 15� ` ' AB 3 T09 4 TOB 5 9 B �CO RES, ZONE "RB FLOOD ZONE 4 B - ti FLOOD ZONE OVERLAY DISTRICT' '"AP" FLOOD N I -� o,� Of 0G �,, ' SSA• I T (elec. ISM 319/30 ` ``` I �� / FLOOD zoNE" & SHIRLEY 1.....,, ;� '� / EXTENT ♦ f C / OF VIEW I ;' A. M 319/02 NAGLE ,�• If o es, T`SEMENT / j WALLACE SMITH Sp.s `QQ 811 // / ~-•1 ff�ula ik jo�J o Crc s. - ua l�,4�k f r �,O�.YlS'Tl4.0 /5— " S ;7 1ACK 3 �� /' r 1�s o ON • AS BUILT PLAN /az If/ �GF''`/ i � Op'O ®� PREPARED FOR / --_. FO 9TlOgr / ,L- �' ieo- ��s �' ALICE PITCHER C.B'+ / / / r . ' 'r �R' 50' SETBACK` OF / �� LOT 91, HARBOR VIEW ROAD . ',�'� ./ ' o �.�� / BARNSTABLE, MA . CI) ' O . � / , l J. E. LANDERS- CAULEY, P. E. � ' I CIVIL ENVIRONMENTAL ENGINEERING a'`'4 T, r A. M. 319 50 I n wk P.O. BOX 364 WEST FALMOUTH, MA 02574 PETER M. LYONS ( �" j0.9' Q" l (508) 540 7733 ph. (508) 540 3022 ph, N. ' J 4 (508) 540 - 3344 fax + / S. 319—51 DATE: 11 120 00 0 10` 20' 30' 40' A.M. ,319/5�3 ��.. , SCALE: 1" = 20' DRAWN BY: „MR / SCALE: 1" = 20' \ JOB NO. 9.2.1ASB SHEET: 1 OF 1 £O'd bb££-017E-805 AA-InV3-Sll3ONV1 NOvr t18S : OT OO-51 - ZO"d t'b££-017S-805 A31f1W3-S2i30NV1 N3Vr V8£ =01 00-51-7,a0 i ..i, Dk P Ices Zi\\I , .. t-�tt D GK �+ SUPPoIz l 2 51-bRIS 201 (3 WV) Q 0 , GENERAL NOTES AND MATERIAL SPECIFICATIONS " 1. All workmanship to conform to the requirements of the Massachusetts State Building Code, 51°6-1 5 @ ='-' ' latest edition, I I. --- � 0' 2. Design wind speed is 90 m.p.h. for the 10 year storm. 6 2 __�_ _. _. _ _ .___ _ �. __ .__.._ 3. All building dimensions are shall be verified with the architectural plans by the Contractor prior ..\-- to construction or ordering materials. Major discrepancies shall be brought to the attention of the Engineer. 11141 4. For house design and superstructure requirements, see architectural plans by Barden Homes, indicated "Pitcher", dated 09/05/00. ` Soils and oun ations ri::: _ - _ # 1. For site location and grading information, see Site Plan by J.E. Landers-Cauley, P.E., latest fissue. All elevations provided herein are transferred from this document. Y7 2. Foundations shall be installed per the recommendations of the project Geotechnical Report as I�I IzADe �" I�' prepared byGeotechnical Services, Inc., dated October 10, 2000. r p p designedbearon compacted material havinga minimum I 3. Spread footing foundations are to p T 4, allowable soil bearing value of 1.0 Tons per Square Foot. The sub-soil shall be free of organic eti I II material. Removal of unsuitable, existing material and replacement with compacted structural fill, I , ,4 shall be as specified in the Geotechnical Report. ,(N V� Q, la a _ q O 4, All footing excavations shall be adequately dewatered, q i FIN" CI Ui% �• t Hill 5, All footing excavations shall be inspected for adequacy of bearing by the project Geotechnical Engineer. t t �� Tor� �� I _ J_.1. _ _._._..._._ .`.� �I' l2OL I I SST Concrete and Reinforcement u._ cov _ ................- � 11....J- — , 74 5 1. Minimum compressive stength at 28 days, f c = 3500 psi. I �t�II 2. Reinforcing steel bars: ASTM A615, grade 60.; horizontal bars: 2-#5 continuous ana oelow () (p MIN. 4 - t H 1 h) openings in the upper 2" of foundation wall. '4 _;� ( 3. Control and Expansion Joints: place vertical control joints where directed by Architect, not to N _-.--.... exceed 35 feet on center if reinforced, or 30 feet on center if not reinforced. Use Dur-o-Wal, 1211 ,� I Inc. Rapid Expansion Joint. I HT6I lbIZ- FTZ115 II-9 t!(t-t P) �.0��G•-L,� 4. Anchor Bolts: ASTM A307 bolts shown shall be hot dipped galvanized. Provide 5/8" II1t diameter bolts at 48" o/c, and 12" max. from corners and openings. 1 _ —______T- I _ _ _ _ — - — — ,...4. 1 r cc? �TrTcf- IN A tea) -cd,' MIDI, CT 1 T sTPrei) -r4. iti_l — _._.__ �_.- _ 1R \/1/ ITe c IDI Tear{5/MoNIToI i14G 1 t 1/2." I ' -o'' II Ii Q 0 - - ' I� I I_o 1+ ma'. I 1 " -o f — T __-___ __ __ _ A II � d k — }� _... u2AW. sr'A� vVll ;� � LVL AN iY or}{eg _ _ _ _ _ ._ 1 PY OT • u n 1 � • , e,Top,2 c.L � 1 WWI ME -ig _ L -761 I / _. 4 �° No 111 vN LLD fr.-r o W/ I/2'4 P ,6.'3 &i �r ,. � 1"Ut~tlNOus �� r To. , = EL • 13 0 I I c i' (VLYSTY>\ale- 1 t-15UL, ` I *-- 1°110 PI I�_ 'e (A DJ U c4T2,'t7 GIP U titIMA L- at-,11•r a �� F61 2 dNpeg_SLAD pal S 1' � ci i IZ'I0 PI (t"�(P b l 2eF rf)q, , ny 2U o� / I �,D, !%1• li 2.e "G T 2yc C l 2 5 goTT r✓LI_..AU - a ( - 51 P- Poi" 1=1C4,3) z x - _ �UI , ,_...0 , i i t'I L PoL` -n-tyLeN SNIT r-ly 14------) _ _ _ _ _ _ _ } ► . (y MIN , le sT UCTUPAL nLi/ G- -1"--f P ILAL UHDAT 10 H WALL [TAIL m YPI(A Lr 1 \I- IZ I Q�' i '�/zl 0 _ 11-o'I 3/4 l = I'-o" J l' D C � {{ I f I I r (0><CP P r Po5T 7-1 CAAP-AGE sty-off- c,RADe I ` To, coNG, _ L. Ian, I -I. I I ( ( 61 M Psarl Pis M D,WALL , 1664 . 6111 ?) . , imom? T �L . I 2 '' 30 ot� 24 i ,-o, FiCl. �,o, F 4 '�-�1., 12,I .� �o N eATIoN �LAH I. AU CI �D Pie12 - t "� iA. P .-R- p Lf } 1/4" = 1'-0" P & 11.11)LATts T lot-1 o . 5UP f�sr rUCTU�->✓ I'oIHT LoAu -rpOvv►De 2 E, o v 7- LET V_ - PIAtis• ItsIDICAT5 16‘l* Hog- poLT' - L.A`(CU ' ( 4 (/A, -1lrl, 2 Fe,c.. WAU- Jo(1 fi �� OF +rih 'ILE G� �e! �RC , cv141�I �loUs IN1 WALLS `^r/F'I 5 10 2 cx G.IluDOR A � i.`7ifltil D .I PT 1 oN 4 CfiTE. �Y�1 CAL- 2*C K FOOT I N Ci M°'C Uf 1.. /e II V isit*°4k. Fie_oroSKD FLOOD rouNDATIoN SCALE S N40 APPROVED BY DRA�W,N BY t,„1 .,T DATE: to—I3 --00 Job_Wzoot)-q 12 PRopo3EF 12 51Df;NC� MICHELE C. TUDOR, P.E. Ivy 14AP-1 ,01z_vIr\X/ R.0 , ) 1 ,A1; N'5TA ,L- \ MA Consulting Structural Engineer FoIZ Ids 14A701z.\„4 ew ALT'( fl7J T DRAWING NUMBER 123 Cottonwood Lane•Centerville.Massachusetts 02632•(508)771-7601 I 0 5 fikr--P O IZV I W P.)I -N STA?'L-Si HA 0230 I I 1 - LOCUS -_, ---_____ i SA R S\A ILE BARNSTABLE rq � \A R IO ? HARBOR ro _ , FLOOD c , �? .CE OA♦ \ — \ _EBB _ „M�� IIIViu 0—__ '> HIGHgh, / -- 1,.,, TE\ MARK=T 1� LOCUS MAP / / _ / A. M 319/51 �►'�' _ _ BAC AREA=16, 738_S.F. ORE g .4RA p ♦ ► _ F BEACH STONE S89 42 26 ! n •'' -� /� STEPS PLAN REF.. 11 /11 164 101 12. 00 THIS HATCHED AREA IS TO BE / , � , '�!_ -4-. i l:�r ! REPLANTED WITH INDIGENOUS L. C. 17933H 2 OF 2 �_ \ — (41.740., - Ll i R % _�7`" 1 0"� SPECIESi. . TOTAL AREA 658 S.F.. ..- oAAN ►a"��• �vTo� .�ii,� DEEDS.. 22�30/115, 3924/189 & 7998/200 11.16% ��iett_ RES. ZONE RB Z.e� c c� '� / ----- 1 — II r �� 0 VERLA Y DISTRICT AP /� --1 irt V. .o a o .a• fZ� FLOOD ZONE :�_� ttt ' '. •�aa °o • A. _ 319/30 V4 (ele v. 15) ti ��� TeB`� ``A�•OP OF :AN�1 4, A A/°J°° °I TOB 6. o a o PHILIP & SHIRLEY - —'15 — •° •�•°o o° • FLOOD ZONE 0) l ..' 4 , v�o a•/ TO, 7 FLOOD ZONE NOTHNAGLE c O/ '�` 000 o c-;. A. V4 (ele v 15) \ / OF view EAST D aoa°0oc , �_ �co,p �� / EASEMENT 4,4r'T 4,00000c0)0° a FLOOD ZONE / CONC. �6,3' OP FOR •000 0 Uo C � • ����\ / COR oo°°ova. `�6''/T / p 'ROPOSE1 °- • °:tip 14 / ,O f' o�� � .c',\`� -- CLOSET •'I. HSE so.s�� & / (� 'fit / GRASS \ / EXISTING I��CH 3 _Jo / �<46-� '� I 'ti k141 41 // ��T ctl HO USE GRASS N ,, * 25' SETBACK `� / ,J L ....llllll / 412'/ tip( � RELOCATE PROPOSED ADDITION THAT IS INSIDETHIS HATCHED AREA REPRESENTS S l / ` "''7"` ,. cp � + I.METER A M �319/52 ti PROPOSEDT- D THE 50' SETBACK. TOTAL AREA 210 S.F. f / / 18DIT 30' " I ------ __ — WALLACE SMITH I 4 o C B. 4 / I�_ l_ COVERED 8 6,,� 50' SETBACK i PR ' OSED PORCH \ O NL EXISTG �e6,�� i CARAFE 'RAGE 14 friec x STORAGE ph,0 p s (� , o c j j to b•e0 zJoved I S`T0NE 1 DRAIN , o 1 !loll1,:\, / of IISE d o 09 / '/-_ ____/-_ ____ ��' �N W I _ DE"� LEY � ti� `' ''' BENCHMARK. /1 ' HSE NOTES. No.35101` A. M 319/50 TOP OF DRAIN / E DER* LIMIT OF WORK AND SILT FENCING ,*►��-Y��`�( /,= PETER M. L YONS ELEV.=15. 0001 G V.D.) M N'�„' ! ' f / SHALL BE REMOVED AFTER THE o / ��1 HOUSE IS BUILT SO THE DECK CAN ��� / A' l A M 319/53 BE CONSTRUCTED. / S,y LOCATION OF SEWER, WATER, AND SIT P LAi\ 0 / OTHER UTILITIES TO BE VERIFIED. PREPARED FOR / / THE TOPOGRAPHIC INFORMATION AND ALICE PITCHER LOCATION OF EXISTING STRUCTURES AND r OF FEATURES WAS PROVIDED BY YANKEE � w SURVEY CONSULTANTS. LOT 91,E HARBOR VIEW ROAD Lc) � Q-) o o~ o w NO GRADE CHANGES WILL BE ALLOWED BARNSTABLE, MA w O THAT ARE GREATER THAN 6" ABO VE E. ow ° w c EXISTING GRADE J. F . LANDERS — CALLEY, P. N�. 9.---- ---,...........:CIS ct w c w co o THE NEW STRUCTURE SHALL HAVE CIVIL ENVIRONMENTAL ENGINEERING o A CRAWL SPACE FOUNDATION P.O. BOX 364 WEST FALMOUTH, MA 02574 w w w (508) 540-7733 ph. (508) 540-3022 ph. w w (508) 540 — 3344 fax 0 10=0' 300'0' ASS. # 319-51 DATE: 04/05/00 CROSS SECTION A—A immi �iimmi, . NOT TO SCALE SCALE: 1" = 20' SCALE: 1" = 20' DRAWN BY: JDR REV. 06/15/00 JDR JOB NO. 921 SHEET: 1 OF 1