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0042 RED LILY POND ROAD
.�. I, .�jM� J'Y/'Y 4. .� :�� r ,. � ,,, , .. ,. 0 x ., ,, „„ � .. �, _ .. ., �. w. -r ."..,v .. ,,, .. , �. ., � ,. _. { a a 4 S �! ;: . . '� ,. .. � p __. � - �� a ti F { P y ., � _ .. .� _. - _ _ q �.,_ 9 :.;.�, ° A ,! �a TOWN OF BARNSTABLE BUILDING PERMIT ' PARCEL AID 227 055 #' 't; GEOBAS9 ID 13761 ADDRESS 42 FED LILY }PC?l D` GOAD PHONE" CENTER�TILLE �,;, ,� h,. :., ZIP b LOT BLOCK 'LOT .SIZE DBA" :, DEVELOPMENT DIS'T'RICT CO PERMIT .90386 DESCRIPTION DEMO AND R,EC";ONSTR.UCT FRONT OF HOUSE/INT RED, PERMIT. TYPE BADDI TITLE BUILDING PERMIT ADDITION CONTRACTORS: GERD BILLER. ,`'Department of ARCHITECTS: Regulatory Services TOTAL FEES: $665,00 BOND $.00 CONSTRUCTION COSTS $150,000.00 434 RESID ADD/ALT/rON`V . I PRIVATE I MASS. 039. A1� FD MA'S BU ~'D.INC=D SION T § ; F BY , DATE ISSUED 02/17/2006 EXPIRATION DATE---"'' THIS PERMIT CONVEYS-NO-RIGHT TO OCC.UP.-Y-ANY-STREET-ALLEY OR_SIDEWALKQR ANY PARTTHEREOF;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. VISIBLEPOST'THIS CARD SO ITIS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS r satApwi-°�1 � :o � G �l OZ GSA, CCVC12 Ame JE�rS (� pIF l°�'1'lG pccEsS 2 SrWS 2 2�"�yj G�iuRG- $AS . ✓&p lzraar'tpo L� 3 � N gIL7 J9 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL �tJ�a A�4► a c0 �v�Sa� Oy-a3-eFi WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID'IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX E CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. '• TION. 4 4 r r 5. f' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2 7 Parcel 4t�) Application# Hear Division Conservation Division 15/Zg��STING SEPTIC SYSTEM Permit# Taz Collector ` LIMITED TO.%.5-0 OF BEDROOMS Date Issued - / cam, Treasurer �'� Application Fee.- Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis �l Project Street Address 41 `��L w Village C EIJT'E(LUILLF; Owner R 0 6 r Q-f rl C f1 4 t-�d 0 Address A 2 l I (J G-!v R 0 y 1_F\1 A 0_� Telephone _78/ Y36 G621 '(3aZ�okL��,1. jJ J/ 2p9'", Permit Request OF-rip 1 aop}Phu- oi= No S 1= / co0 -e-4zvc-f u) r C= L Square feet: 1 st floor:existing propose11q4 02nd floor:existing proposed _ i Tog'new<,J/q� S r < i Zoning District Flood Plain Groundwater Overlay Project Valuation`s159.006-0 o Construction Type tOWO Fp_60 E- 4'TRU S S. Lot Size w by Grandfathered; ❑Yes ❑ No If yes, attach supporting d cumentafion. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Jed Historic House: ❑Yes ;A No On Old King's Highway: ❑Yes No etment Type: gFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing / new / Half:existing new Number of Bedrooms: existing i new Total Room Count(not including baths):existing new First Floor Room Co u t ; _7 Heat Type and Fuel: 4 Gas ❑Oil ❑Electric ❑Other Central Air: C9 Yes ❑No Fireplaces: Existing New vY !) Existing wood/coalAove: ❑Ye-s 0 No r Detached garage:❑existing ❑new size Pool O existing ❑new size Barn:❑existi g ❑n6i size, w 5j Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: ul Q ca � Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes No If yes, site plan review# - Current Use Proposed Use BUILDER INFORMATION 41 S —531 R9/ 7 Cell Name EQ Telephone Number 413 -7,33 2539 Address 7�O 1 FO a2 li 5T CZ rP License# 1=ST aI,N C,PI G LO Home Improvement Contractor# -7 0 1 0 09 Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE Z � � f FOR OFFICIAL USE ONLY PERMITN O. DATE ISSUED rJ n MAP/PARCEL NO. .9 ADDTRESS (` VILLAGE OWNER DATE OF INSPE ONE G) FOUNDATION FRAME �:� - INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 9 �3lei DATE CLOSED OUT i ASSOCIATION PLAN NO. Towle, of Baaraastuble : Regulatory Services . UOmaS F.G1eRer,IDtreeftr Boding Division 'tom Fad', Bufld ag Comimudoaer N+ 200 MAk Sttak MY&uuis,MA 02601 www.l+o�.barrble.pa�,us see! 509-8624039 Pax, 508-790-6230 pCoperty Owner Must C6mplete and Sign This Section If Using A wilder IA )C3 &-P. as hex of the subject p operty herby autbo _,RL� S;a�. 'IR.+b ' It'er��!►'��3 +6 to a4t=my bahal£, r��,rasrf' . in amw Zdadve to�vc►s�aurlso�ed by this bu�permit application far: Y-16 A E3 (A as of job) Sign. ate pzint Name q:F4R�tS;OWN�RF1�kU�SSIOTt Zd Wd€S.60 900z 0t" 'uar 6 SZ ML ETV a 'ON SNONd ISI1b1D�dS IN3W96OJdWi dWLiM WON i AEC 1n W ! s e: N 10 23 H � .� Z t: It AKMOVAL/CZEW11-A ool M 2V.22 M 1 Ih'R.m/v> PdE'C�V i i 44' q 2 /2;E-o Lim y /DAD /2oAp /Yf A �x is 7'/NG / 3 S'4. 2. 7 Fr, Z /c G 3 0 . P/2oPos�D <ii8 7, 2 Sc�, �T. t 23/. s�►, F� Pow G t1 i s S 2 ,Cj �c The Town of Barnstable BARE, :MASS. Department of Health Safety and Environmental Services Y $. 1639. �0 prED MOD a Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection rewwi+e- Location L/Z 12 e 1 v 106 Permit Number Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting`: -Vr(a.5.S St/s�r., YrPp-t�5 CAoi ✓�eeriAy st3SP5 (JS�'� A0� C=t S A `/ A 1)rZ\Je� CLo f.� R ! nu� Ak)� brbkti�_T �OW�X A-0 T�GA 0 t � t 4 6Vi'r yle4,Jer C c�- _9) bkveo ft-� ki 504 1 C 0 A LA Pk C V1- b(J/Jr Ce VCA_ k n' r i Please call: 508-862-4048 for re-inspection. Inspected by Date ' �� f t 7r.10 roof rafters•16"o m/2,6 Golla Use o 32"0— calling to'—Ie 4 >~ Master Bedroom ; a 4 10'-a, Bedroom 2 Closet m h+N s �; e Master g 3 �° Laundry Bathroom loset Owner. Ctn(ng + Closet Bob Macman tv 1Ell 0,111,00 Bedroom 3 Centerville,MA g Project Name: _ oN =Q � �J a� Bath 15'-4° Remodeling& L_ 3Addition o c 3 s Kitchen �B-f' o Drawing Name: I �0 direct vent " s 1 oae fire lace First Floor Plan Lj Closet c 0 l3•-61' _ Great Room a_ o Date: l Revisions: M ' `` Breakfast Review 01/11106 II Review 02/15106 w rdow esal Scale: 1/4 Front Forch'. o 1• p^ :.. .:. .... ... • e Bleb... - •._�.'-.::'..:.;; Approvals: 44-O" Sheet No. 4 I IU �, x •�q' 9 V/ 4 C Existing Crawlspace 5' ------- Owner: --- I I � Bob Macman I I I I Centerville,MA ------------------------ ------------------------- i-- -----J m Project Name: I I I Remodeling& I. window Mcw ,addition beam Pocket Full Basement 4°con=.ete slab .beer,pocket j ' Drawing Name. -- p== ,I I I — r — r I — —� > Foundation Plan wL wL L L m--J L— J I 6'-9 I/7' 6'-9 I/3" 4'-4° 9'-7' 9'-I Irz" 9'-1" I..• I y. 30"x30"W Date: deep UP I.. ' footing w/3 U7"telly co Wen typical i Revisions: baeemem beeeeent Review 01I11/06 I I window wlncbw I I Review 02/15106 •.I I � I �, I <On=rele rO011rg ' I I 46'-O" ` ' r Scale: '----------------------- -------- -- ------------- --------� 1/4"=1'-0.e - ---------------------- -------------------------.---------- —i d—Ir4a plotted h.T scale Unexcavated 6^=o Krete wan °° Approvals: b prepare for concrete 6" - — aleb pcch rtoar a"deep x 16"wide Foundation Plan role rooting O 1/4" . I-0" Sheet No. 5 a U CL T-+ 3 corHlruaue ridge vent bchltectwal tool ehingl9e 15•bulldlrg paper arehltecWrel roof ehlriglse Owner. I/?°CDX plywood 0—h"'s I5•building Paper Dt6 roof rertere s W"o.c. 1/2"CDX plywood eheMhing ■■ roof Wease a 24"o.c" BobilAacman R-W high denelty 1,—Iatlon I/?"drywall Ir�terlor flnleh arohlte_-Wral root ahinglea Centerville,AAA 15e bulldlrg Paper e-ehlbcWrel root ehlriglee IO f CDOX pI od eheMhing 2 15•bullding Pop- R-30 high denelty Inwletlon 1/2"CDX plywood ahaMhlrg 1/2 ell Ir-1-flnlh e 2.6 reol raft—.I6°O.c. drt�u Project Name: 2.6—11,iy Jolete (3)2 Remodeling& f3)?xl0 beam Addition 1sttlrtop lot I vlryl aldrng 4"a V— Drawing Name: tyvek building wrap 1/2"CDX Plywood eheMhing Great Room Bedroom 2 2.4 wall etude.16" R-13 flberglme lMuletlon Section 1/2"drywall IM�lor flnleh flnleh floor to wit 3/4 t t G plywood wbri- 2.10 rloor JDlete.I6"o.c. R�IneulMlon Exist First Floor i — 0, _0° Date: — - - Revisions: LvL baem CraW18 aGe =1 —I I —_— I -- Review 01/11/06 p ( I—I I I—I i I—I i I—I I M 11. Review 0211506 11=i I 1—III IoundMlon wall _ ,_,�__ I I I=I I —III—III—I I I B".16"concrete rooting —I I I I I—III—I I '. III--I 11=III—III—III—I�I—III— I i—III—I�I—III—III—III: _I—III—III 4"ea e e Blab en 6" I—III—III —III—III—i —i i —III—III—III—III—III—III minimum ecmpected gravel —III=I I I—III—I I.: t.:6-mIL_poly rl� III—III—I—I_I=III—III—II I—III—I I II—III—III=III—III—III- scale: 1-1 I I-1 11-1 11-1 11-1 11-1 I i-1 11-1 11-1 11-1 11=1 11=1 11=1 11-1 11=1 I I-1 11-1 I I-1 I_I-1 I I-1 I I-1 I I-1 11-1 11-1!1=1 11-1 11-1 11=1 11-1 I I=. �awinge are Plate half ecM. Approvals: I Section I — I ! Sheet No. 6 I Job Truss, Truss Type Qty Ply Cape House,Centerville MA 602-111 EP1 PIGGYBACK 22 1 Job Reference(optional) Romaro Structures Inc.,Nashua, NH.,Tim 6.200 s Oct 18 2005 MiTek Industries,Inc. Wed Feb 15 16:37:02 2006 Page 1 4-10-11 9-9-6_ 4-10-11 4-10-11 44= Scale=1:24.6 4 1.5x4 II 1.5x4 II 12.00 F12 T 5 3 T 1 T1 3T1 2 67 irn 1 1IN o Io 2x4= 1.5x4 11 1.5x4 11 1.5x4 11 2x4= p-6-11, 9-9-6 0-6-11 9-2-11 Plate Offsets X,Y : 2:0-2-6,0-1-0, 6:0-2-6,0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.14 Vert(LL) -0.00 6 n/r 120 MT20 197/144 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.05 Vert(TL) 0.00 6 n/r 120 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 6 n/a n/a BCLL 0.0 ' BCDL 10.0 Code IBC2000/ANSI95 (Matrix) Weight:351b LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT 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 (lb/size) 2=144/8-8-0,6=144/8-8-0,9=108/8-8-0,10=264/8-8-0,8=264/8-8-0 Max Horz2=-128(load case 5) Max Uplift2=-23(load case 5),6=-l(load case 6),10=-144(load case 7),8=-143(load case 8) Max Grav2=179(load case 2),6=179(load case 3),9=108(load case 1),10=343(load case 2),8=343(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/30,2-3=-114/86,3-4=-123/89,4-5=-123/72,5-6=-85/86,6-7=0/30 BOT CHORD 2-10=-23/107,9-10=-23/107,8-9=-23/107,6-8=-23/107 WEBS 4-9=-82/0,3-10=-292/174,5-8=-292/174 NOTES 1)Wind:ASCE 7-98;100mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf;Category II;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek "Standard Gable End Detail" 3)TCLL:ASCE 7-98;Pf=30.0 psf(flat roof snow);Exp B;Partially Exp. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc. 9)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 23 lb uplift at joint 2,1 lb uplift at joint 6,144 lb uplift at joint 10 and 143 lb uplift at joint 8. 11)SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS LOAD CASE(S)Standard f Job Truss, Truss Type Qty Ply Cape House,Centerville MA 602-111 P1 PIGGYBACK 22 1 Job Reference(optional) Romaro Structures Inc.,Nashua, NH.,Tim 6.200 s Oct 18 2005 MiTek Industries,Inc. Wed Feb 15 16:37:02 2006 Page 1 4-10-11 9-9-6 4-10-11 4-10-11 3x4= Scale=1:24.6 3 12.00 12 T 1 2 °4 1 to I°Q 0 0 2x4= 2x4= 9-2-11 19-9-6 9-2-11 0-6-11 Plate Offsets X,Y : 2:0-2-6,0-1-0, 3:0-2-0,Edge], 4:0-2-6,0-1-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.58 Vert(LL) -0.00 5 n/r 120 MT20 197/144, (Roof Snow=30.0) Lumber Increase 1.15 BC 0.79 Vert(TL) 0.01 5 n/r 120 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IBC2000/ANSI95 (Matrix) Weight:26lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=484/8-8-0,4=484/8-8-0 Max Horz2=-128(load case 5) Max Uplift2=-40(load case 7),4=40(load case 8) Max Grav2=528(load case 2),4=528(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/30,2-3=-341/94,3-4=-341/94,4-5=0/30 BOT CHORD 2-6=-33/169,6-7=-33/169,4-7=-33/169 NOTES 1)Wind:ASCE 7-98; 100mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf-,Category ll;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-98;Pf=30.0 psf(flat roof snow);Exp B;Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. S)Gable requires continuous bottom chord bearing. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 40 lb uplift at joint 2 and 40 lb uplift at joint 4. 9)SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS LOAD CASE(S)Standard I Job Truss, Truss Type Qty Ply Cape House,Centerville MA 602-111 E1 HOWE 2 1 Job Reference(optional) Romaro Structures Inc.,Nashua, NH.,Tim 6.200 s Oct 18 2005 MiTek Industries,Inc. Wed Feb 15 16:37:02 2006 Page 2 NOTES 3)TCLL:ASCE 7-98;Pf--30.0 psf(flat roof snow);Exp B;Partially Exp. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other liv loads. 6)Provide adequate drainage to prevent water ponding. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)All plates are 1.5x4 MT20 unless otherwise indicated. 9)Gable requires continuous bottom chord bearing. 10)Gable studs spaced at 2-0-0 oc. 11)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 12)Bearing at joint(s)17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 102 lb uplift at joint 17,240 lb uplift at joint 2,18 lb uplift at joint 18,41 lb uplift at joint 21,53 lb uplift at joint 22,46 lb uplift at joint 23,49 lb uplift at joint 24,53 lb uplift at joint 25, 101 lb uplift at joint 26,114 lb uplift at joint 27,106 lb uplift at joint 28, 105 lb uplift at joint 29,122 lb uplift at joint 30,90 lb uplift at joint 20 and 135 lb uplift at joint 19. 14)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. LOAD CASE(S)Standard Job Truss. Truss Type Qty Ply Cape House,Centerville MA 602-111 T1 HOWE 22 1 Job Reference(optional) Romaro Structures Inc.,Nashua, NH.,Tim 6.200 s Oct 18 2005 MiTek Industries,Inc. Wed Feb 15 16:37:03 2006 Page 1 �1-0-0 5-2-0 10-4-1 15-2-12 20-1-7 26-0-8 1-0-0 5-2-0 5-2-0 4-10-11 4-10-11 5-11-1 49 Scale=1:56.2 418 5 6 7 12.00 12 3x4/i T 3x6 O 4 A). = 3 Wi W31 2 3.5x8 M112011 13 12 11 10 9 1.5x4 II 3x8= 3x4= 3x8= 2x4 II 5-2-0 10-4-1 20-1-7 26-0-8 5-2-0 5-2-0 9-9-6 5-11-1 Plate Offsets ,Y : 2:0-3-8,Ed e, 7:0-4-12,0-1-8, 8:0-3-0,0-1-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.71 Vert(LL) -0.38 10-12 >817 360 MT20 197/144 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.79 Vert(TL) -0.56 10-12 >554 240 M1120 197/144 TCDL 10.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.04 9 n/a n/a BCLL 0.0 Code IBC2000/ANSI95 (Matrix) Weight:147lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 3-6-2 oc purlins, except end verticals,and BOT CHORD 2 X 4 SPF No.2*Except* . 2-0-0 oc purlins(5-4-8 max.):5-7. 131 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 SPF No.2 6-0-0 oc bracing:9-10. WEDGE WEBS 1 Row at midpt 6-12,6-10,8-9 Left:2 X 4 SPF No.2 REACTIONS (lb/size) 2=1579/0-3-8,9=1494/0-3-8 Max Horz2=391(load case 6) Max Uplift2=-117(load case 7),9=-52(load case 6) Max Grav2=1942(load case 2),9=1700(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/89,2-3=-2259/93,3-4=-1746/128,4-5=-1542/168,5-6=-1096/196,6-7=-764/179,7-8=-1290/131, 8-9=-1640/73 BOT CHORD 2-14=-328/1414,13-14=-328/1414,13-15=-328/1414,12-15=-328/1414, 11-12=-229/1038, 11-16=-229/1038,16-17=-229/1038,10-17=-229/1038,10-18=-31/48,9-18=-31/48 WEBS 3-13=0/176,3-12=467/227,5-12=-16/551,6-12=-142/212,6-10=-734/224,7-10=-11/403,8-10=-138/944 NOTES 1)Wind:ASCE 7-98;100mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf-,Category 11;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-98;Pf=30.0 psf(flat roof snow);Exp B;Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)All plates are MT20 plates unless otherwise indicated. 8)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 117 lb uplift at joint 2 and 52 lb uplift at joint 9. ' Feusign assume 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. o timed on a e f r Job Truss. Truss Type Qty Ply Cape House,Centerville MA 602-111 E1 HOWE 2 1 Job Reference(optional) Romaro Structures Inc.,Nashua, NH.,Tim 6.200 s Oct 18 2005 MiTek Industries,Inc. Wed Feb 15 16:37:01 2006 Page 1 i1-0-Q 104-1 20-1-7 26-0-8 1-0-0 10-4-1 9-9-6 5-11-1 3x5 Scale=1:56.4 4x4= 9 10 11 12 13 14 12.00 12 6 5x5// 7 T 116 6 5 II T T T c 4 1 3 O 9 N 1 2 4x5 II 30 29 28 27 26 25 24 23 22 21 20 19 18 5x5= 2x4 11 26-0-8 26-0-8 Plate Offsets X,Y: 6:0-1-12,0-3-4, 9:0-1-3,Ed e, 14:0-24,0-1-12, 25:0-2-8,0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.18 Vert(LL) -0.01 1 n/r 120 MT20 197/144 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.11 Vert(TL) -0.01 1 n/r 120 TCDL 10.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.02 17 n/a n/a BCLL 0.0 Code IBC2000/ANSI95 (Matrix) Weight:186lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals,and BOT CHORD 2 X 4 SPF No.2 2-0-0 oc purlins(6-0-0 max.):9-14. WEBS 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 WEBS 1 Row at midpt 14-21, 13-22, 12-23, 11-24, 10-25, WEDGE 8-26,7-27,15-20 Left:2 X 4 SPF No.2 REACTIONS (lb/size) 17=70/26-0-8,2=194/26-0-8,18=49/26-0-8,21=274/26-0-8,22=280/26-0-8,23=279/26-0-8, 24=284/26-0-8,25=280/26-0-8,26=270/26-0-8,27=283/26-0-8,28=287/26-0-8,29=238/26-0-8, 30=199/26-0-8,20=283/26-0-8,19=272/26-0-8 Max Horz2=391(load case 6) Max Uplift17=-102(load case 8),2=-240(load case 5),18=-18(load case 6),21=-41(load case 6), 22=-53(load case 6),23=-46(load case 5),24=-49(load case 5),25=-53(load case 6), 26=-101(load case 6),27=-114(load case 7),28=-106(load case 7),29=-105(load case 7), 30=-122(load case 7),20=-90(load case 8),19=-135(load case 8) Max Grav17=95(load case 3),2=325(load case 6), 18=50(load case 3),21=332(load case 3),22=350(load case 2),23=339(load case 3),24=344(load case 3),25=347(load case 3),26=331(load case 2), 27=344(load case 2),28=348(load case 2),29=298(load case 2),30=259(load case 2), 20=344(load case 3),19=330(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/85,2-3=-455/356,3-4=-354/324,4-5=-282/316,5-6=-210/290,6-7=-209/308,7-8=-136/349, 8-9=-87/202,9-10=-58/266,10-11=-57/265,11-12=-57/265, 12-13=-57/265,13-14=-58/265, 14-15=-89/325, 15-16=-85/221,16-17=-75/118,17-18=0/0 BOT CHORD 2-30=-47/63,29-30=-47/63,28-29=-47/63,27-28=-47/63,26-27=-47/63,25-26=-47/63,24-25=-48/62, 23-24=-48/62,22-23=-48/62,21-22=-48/62,20-21=-48/62,19-20=-48/62,18-19=-48/62 WEBS 14-21=-213/67,13-22=-230/76,12-23=-220/69,11-24=-220/74, 10-25=-227/77,8-26=-215/124, 7-27=-225/139,5-28=-223/130,4-29=-218/128,3-30=-224/151,15-20=-223/123,16-19=-214/121 NOTES 1)Wind:ASCE 7-98;100mph;h=25ft;TCDL=6.Opsf;BCDL=6.Opsf;Category II;Exp B;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek Con nu Paablee nd Detail" • Job Truss, Truss Type Qty Ply Cape House,Centerville MA 602-111 T1 HOWE 22 1 Job Reference(optional) Romaro Structures Inc.,Nashua, NH.,Tim 6.200 s Oct 18 2005 MiTek Industries,Inc. Wed Feb 15 16:37:03 2006 Page 2 LOAD CASE(S)Standard Permit Number RFScheck Compliance Certificate Checked'By/Date 2000 IECC REScheck Sollware Version 3.6 Release la Data filename: CAProgram Files\Check\REScheck\Macman.rck PROJECT TITLE: Macman CITY: Centerville(Barnstable) STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: Single Family WINDOW /WALL RATIO: 0.19 DATE: 02/16/06 DATE OF PLANS: January 11,2006 PROJECT DESCRIPTION: 2100 s.f Cape home Centerville, Ma. DES IGNER/CONTRACTOR: Home Improvement Specialists 301 Forest Glen West Springfield, Ma. 01089 COMPLIANCE: Passes Maximum UA=435 Your Home UA=404 7.1%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 2116. 30.0;.;. 0.0 74 Wall 1: Wood Frame, 16"o.c. 1730 13.0 0.0 113 Window 1: Vinyl Frame:Double Pane with Low-E 282 0.340 96 Door 1: Solid 42 0.180 8 Door 2: Glass 41 0.350 14 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 2116 19.0 0.0 . 99 Furnace 1: Forced Hot Air, 89 AFUE COMPLIANCE STATEMENT: The proposed building design described here inconsistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 IECC requirements in REScheck Version 3.6 Release 1 a(formerly MECchcck) and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. a Builder/Designer Date REScheck Inspection Checklist 2000 IECC REScheck Software Version 3.6 Release la DATE: 02/16/06 PROJECT TITLE: Macman Bldg. Dept.Use Ceilings: [ ] ( 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Doors: [ ] 1. Door 1: Solid, U-factor: 0.180 Comments: [ ] 2. Door 2: Glass, U-factor. 0.350 Comments: Floors: [ ] 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1: Forced Hot Air, 89 AFUE or higher Make and Model Number Air Leakage: [ J Joints,penetrations, and all other such openings in the building envelope that are sources ofair leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated, or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non vented framed ceilings, walls, and floors. Materials Identification: 1 [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values, glazing U-fictors, and heating equipment e8iciency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-6.5. Duct Construction: [ ] I All joints, scans, and connections must be securely fastened with welds, gaskets, mastics(adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception:Continuously welded and locking type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] The HVAC system must provide a means far balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut offthe heating and/or cooling input to each zone or floor shall be provided. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20% ofthe heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) U12 to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2" Runouts 1" and Less 1-25"to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-256 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2:0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) 6 KeyBuild StruchtrC"2.202m HISPECCAPECOD-Level 6 2-15-06 1anBeamEngine 4.412h Materials Database 466 4:28pm IofI Member Data Description: CalcB9 Member Type:Beam Application:Floor Comments: Lateral Bracing: Continuous Top Standard Load: Moisture Condition: Dry Building Code:Other Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 8.1 PLF DOL: 100% Filename : UNKNOWN Non-standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start End DOL Replacement Uniform(PLF) 0' 0.00" 10' 1.50" 264 66 100% Replacement Uniform(PLF) 0' 0.00" 10' 1.50" 265 66 100% Point(LBS) 9' 11.75" 94 126 100%d Point LBS 9' 11.75" 268 177 100% Al" 9 6 0 0 7 8 10 1 8 Bearings and Reactions Input Minimum Worst Case Location Type Length Length Total 100% Dead Total 1 0'0.00" Wall N/A 1.51" 2929# 2355# 606# 2960# 2 8'10.88" Wall N/A 2.10" 4113# 3078# 1035# 4113# Design spans 8'10.88" 0'7.50"(right cant) Product:24F-1.9E 1 3/4x91/2 2 ply Component Member Design has Passed Design Checks" Design requires lateral bracing every 32" along the compression face Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable. Capacity Location Loading Positive Moment 6547.'# 10529.'# 62%d 4.45' Odd Spans 100% Negative Moment 449.'# 10529.'# 4%d 8.91, Total load 100% Shear 2500.# 5542.# 45%d 8.9' Total load 100%d LL Deflection 0.1663" 0.2969" L/642 4.45' Odd Spans 100%d TL Deflection 0.2071" 0.4453" U515 4.45' Odd Spans 100%d LL Defl.,Rt. -0.0367" 0.2000" 2U408 9.52' Odd Spans 100% TL Defl.,Rt. -0.0452" 0.2000" 2L/331 9.52' Odd Spans 100% Control: Positive Moment Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners , Copyright(C)1989-2005 by Keymark Enterprises.LLC.ALL RIGHTS RESERVED. - C:vl'CNPInFCR LL(:- - Passing is defined as when the member,floorjoist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans fisted on this sheet.The design must be reviewed by a qualified designer or design 7flrequired for approval.This design assumes product installation manufacturers specifications. KeyBuild Structure—2.202m HISPECCAPECOD-Level 6 2-15-06 1mtBeamEngine 4.412h Materials Database 466 4:28pm IofI Member Data Description: Ca1cB8 ,' Member Type: Beam Application: Roof Comments: Lateral Bracing: Continuous Top Slope: 0.00/12 Standard Load: Moisture Condition: Dry Building Code: Other Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 8.1 PLF DOL: 100% Filename : UNKNOWN Non-standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start End DOL Replacement Uniform(PLF) 0' 0.001, 14' 3.00" 264 66 100% Replacement Uniform(PLF) 0' 0.001, 14' 3.00 265 66 100% Point(LBS) 14' 1.25" 94 126 100% Point LBS 14' 1.25" 268 177 100% i ,. - 7 1 8 6 5 8 0 8 0 i 14 3 O Bearings and Reactions Input Minimum Worst Case Location Type Length Length Total 100% Dead Total 1 0'0.00" Wall N/A 1.50" 1732# 1366# 367# 1732# 2 6'8.88" Wall N/A 2.76" 5408# 4294# 1115# 5408# 3 13'2.38" Wall N/A 1.50" 2802# 2035# 768# 2802# Design spans 6'8.88" 6'5.50" 0'8.00"(right cant) Product:24F-1.9E 1 3/4x91/2 2 ply Component Member Design has Passed Design Checks." Design requires lateral bracing every 32" along the compression face Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2236.'# 10529.'# 21% 2.7' Total load 100% Negative Moment 3526.'# 10529.'# 33% 6.74' Total load 100% Shear 2248.# 5542.# 40% 6.07' Total load 100% LL Deflection 0.0246" 0.2247" U999+ 3.03' Total load 100% TL Deflection 0.0314" 0.3370" U999+ 3.03' Total load 100% LL Defl.,Rt. -0.0055" 0.2000" 2U999+ 13.85' Total load 100% TL Defl.,Rt. -0.0065" 0.2000" 2U999+ 13.85' Total load 100% Control: Shear Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners Copyright(C)1989-2005 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED. e:vrrueuuez u.c Passing is defined as when the member,floor joist,beam or girder,shown on this yawing meets applicable design criteria for Loads,Loading Conditions,and Spans isted on this sheet.The design must be reviewed by a qualified designer or design rofessional as required for approval.This design assumes product installation according to the manufacturers specifications. KeyBudd StructureT 2.202m HISPECCAPECOD-Level 2-15-06 knaBeamEngine 4.412h Materials Database 466 4:1 of l Member Data Description: CalcB1 I Member Type: Beam Application: Floor Comments: Lateral Bracing:Continuous Top Standard Load: Moisture Condition: Dry Building Code: Other Live Load: 0 PLF Deflection Criteria: L/360 live,L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 8.1 PLF DOL: 100% Filename : UNKNOWN Non-standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start End DOL Replacement Uniform(PLF) 0' 0.00" 19' 3.50" 264 66 100% Replacement Uniform PLF 0' 0.00" 19' 3.50" 265 66 100% � � r 9100 958 i 19 3 8 Bearings and Reactions Input Minimum Worst Case Location Type Length Length Total 100% Dead Total 1 0'0.00" Wall N/A 1.50" 2417# 2176# 507# 2683# 2 9'5.38" Wall N/A 3.91" 7664# 6057# 1607# 7664# 3 18'3.75" Wall N/A 1.50" 2173# 2060# 456# 2516# Design spans 9'5.38" 8'10.38" Product:24F-1.9E 1 3/4x91/2 2 ply Component Member Design has Passed Design Checks.** Design requires lateral bracing every 32" along the compression face Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 5359.'# 10529.'# 50%d 3.78' Odd Spans 100% Negative Moment 7033.'# 10529.'# 66%d 9.45' Total load 100% Shear 3375.# 5542.# 60% 9.44' Total load 100% LL Deflection 0.1457" 0.3149" U778 4.25' Odd Spans 100% TL Deflection 0.1707" 0.4724" U664 4.25' Odd Spans 100% Control: Negative Moment Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners Copydght(C)1989-2005 by Keymark Enterprises,I.I.C.ALL RIGHTS RESERVED. ae,y r:+rrxeruces uc: Passing is defined as when the member,Floor joist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans fisted on this sheet.The design must be reviewed by a qualified designer or design [,o ss one as required for approval.This design assumes product installation wording to the manufacturer's specifications. FROM :EASTERN LUMBER * MILLWORK FAX NO. :4135322103 Oct. 12 20aE 10:23✓!M P4 I i ENGINEERING BY Jrt'wr=N[�;%�MTM A MiTok Affiliate TRENCO 818 Soundslde Road Fdonton,NC 27932 Telephone 29.!482-7000 Re: 602-4 1 1 Fax 252/482.7115 Cape TTouse,Centerville MA The truss drawing(s)referenced below have been prepared by Truss Engineering Co. ttder ixiy direct supervision based on the parameters provided by Rom aro 2000 Ltee.. Pages or shots eovercd by this seal: E3534158 t1u-uE3534I64 My license renewal date ror the state of Massachusetts is June 30,20t1li. • I �,I I MARVIN S't'RZY7..EV►ISKI � I No.34, 10 IL40o6 Stay. e se raw.ings indicate acceptance o.Cprofessional engineering responsibi ity solely for the truss nentq shown. The suitability and use of this component Fot any particular building is the responsibility of Oic building designer,per.ANSI/TPT-1995 Sec. 2, i F.,ngineering services provided by'Truss Engin4g.Tuig C:ompolly. FROM :EASTERN LUMBER * MILLWORK FAX NO. :4135322103 Oct, 12 2006 10:29PM P3 fob. ...,.__.._.........._.. russ Truss Type y Capo Wausr,.Cant vole NA -�._.,_.... ��-- E�5341ae1 aa2nr:i-R o-m e-ro 3lr-uau-as_Inc..,.N..ashuaV{DN1 M, KINGPp..-S.._T.. ___.... __...... .2,� _. . 0 aa lb.?. R:10 2r0e1> n5p eN Milln xx iuIngtlaiilq}'tnaa Inc,Thu Sap 2_8.1.1.124 20u6 PaOr_. -J 1-0.4 2rM1-4 2.4-4 "-4 4x4= Srnln=I-7r>M1 i 1.5x4 H ra 2ri i 4 �5 2x4= t '� 22.4 .l T I,rY,�ll t,6x4 t,6x4 II 1.6x4 II 0-1tl-E 1 0 4 3i•F rr+l•1? 5•t0.8 8•D-0 p-9!L8Q-1•T 2.6-4 2.4.4 011.120-IMs �_... .. .._. _..._.. ._...... ......___�.-......_. _.__..... j._...... ._._.....,. e t Geis t_a?-4.o-?..ol,t�;o•a•4,a-1-o1._.._ ...... T11l 1'Snovr-30.O,t.. ....._.__ .. ...... .........E ......_I LOADING s1 t ( ) PLATES GRIP (RoSPACING 2-0.0 CSI DEFL !n loc I/dell L.rd f'lateeIncrease 1.15 TC 0,17 VAM(Li,) a1.00 7 '>9W 350 MT20 197r144 TCOL 1010 Lumberincreese 1.T5 RC 0.14 Vert(TL) -0,01 7 >909 240 SCLL 0.0 Rep Stress Iner YES WS 004 Hof2(TL) 0.00 6 n/a rVa OWL 10 ct Codo ISC200WANSi95 (Matrix) Weight;25 lb LUMBER BRACING _ TOP CHORD 2 X 4 W Ni TOP CHORO Sheathed or 6.0.0 oc purl Is BOT CHORD 2 X 4 SPF No.2 SOT CHORD Rigid ceiling directly appll'd or 10.0-0 at brwng. %wFBS 2x4sPFNo.2 This truss design is based upon the building code sho This code has been specified by the project engineerlarchituct,or building designer.Tfi a applicability of this code In any particul8r juriidiction should ba confirmed wNh the b lilding olfrclal prior to truss REACTIONS (Ibisize) 803510-3-8,6=33M-3-8 fabrication,This determination is not the responsibility ol the componentltruss designer, M8x Harz 8=-90(toad.aso 5) Max Uplift8=•430oad coca 7).6=43(load case 6) May Grav 8=3fla(low case 2),6=896(load Casa 3) FORCES (Ib)•Maxiniurri Cornprea5lon/Maxlmt(tii Tension TOP CHORD 1.2n.6214,2-0=-i83166,3.4e-183158,4-5=•82f34 SOT CHORD 1.8=-25f74,7-8=•23174,6-7=-25l74.5-6=-2Si74 WEBS 2.8=-283/103,3-72-29152,4-6=-2831103 NOTES 1)Wind ,4SCE 7-08;t00mph;n=25h;TCDL=6.(jpvA BCDL-6.000 Categnry It;Exp B:enclosed;MWFRS 00 to mid tone;cantilever left and right exposed;end Verlicat left and rl,Thl Weed,Lumber DOL=1,33 plate grip DOL=1.33. 2)TCLL:ASCF 7 98:PI=30.0 psf(flat rpo!snare);Exp E;Partially Exp 3)Unbalanced snow loads have been considered for this design, 4)This truss has been designed for a 10.0 plif bottom chord ilvo load nonconcurrentwlth any other live loads, 5)*This tru.gs has boon designed for olive load of 20.Opsf on the hotlom Chtxxi in all areas where a rectangle 3-6-0 tell by 1.(I•()wide will fit between the bottom chord and any other members. 5)Provide mocttanicatdonnactlon Iby others)of truss to bearing plate capable of withstanding 43Ib uplift At Joint 9 and 43Ib uplift at Jehtt 6. LOAD CASE(S)Standard OF G �WSKI i5o.aer�o j j `°�IdNAL� I �'�� Septa'zlkl�c-�,�9E►6-.' WAItMrm; YerlJl/Reatyn pnramwe.na nnQ RFAD A`eTB6 bN t'r/r:I aKr fM:.GU1�1:0 AflTBK'RS6'aaCnt'ic nAl:rt brr•7+9a.gRpoliE Cr86. WEI lie By nesen valid full wo wily wth NOT-A conriecicv s.Thit deafen Is baud nrdy urpr p irdmbien 1huml.Ulm 11 for on Individual ociialng cnmpNinnr. Ariplicubil fy of davgn pelrmminrilmi ord rvel;Ar inCUl:toiutior of corm: rs-Av'i rmrnns:owty 0r bVIAMn dt9iww-"u,Iruss designer. "ho.an 7T li for lntarol Auppoll br e.diAd-wPb mrmhnq oily,Addilionul leir•porary brining in inwro;1a1010V CUr'Isrq conslrudiun's the rr.!j=r.lhlllity of thr, NCO 17 erecter.Aryalirnlv)i r)enflCatmN n-ncinp nimn nvnrnU sirvClvrb i41hn nipon!nbll ry,31 Ih7 buodlnq d@silyrter'.F.yenro al6riidnnrn M(1nM ng II A NITAII AIfillAIA ftibflQg110r.CdLUI!ly[:6nim1.sfnrO00'dellvery.S Stfiuri and hrnrinp,conkilt ANSI.4Rn Quality CAlano,DSO-84 a9tlaC9n Buk%g Componerd f Bte 8n.:ndstna Rn¢a sallty Informallon ovnllohlr.tmm TNfs rNale I"Alule.S!1;f L''c)�nt nave.-,ti Ovn.WI 1371 p. 1. Loom.., 1l 1reJ2 SymbolsNumbering System A General Safety Notes j PLATE LOCATION AND ORIENTATION �[ ► 4 131 Center elate onjonf trnlessx,v Failure to Follow,Could Cause PToFarty offsets are mdicafed._ 648 dimensions znGwn irr It in-s'x�eEr.ths Damage or Personal Injury Dimensions are in ft--ir sixteeniho. (D!Tj'winC>not to sco!el .,0.pply plates to both sides of 1R'Ss A Iri onr:sent iliry b acing farfvs;sl s:er!.=q. Q. link] -fully er-nf5eti=eeth_ �� s:a•ccing.i.c�xQL•3 rroa.,iroci. zee 3�,'S.1_ ® i r i. rrt�s 3recinc rnu�be dancd�y an engineer.Fo -yi, b vide tuts spoc.ng.indiv'+_=I l:rarcl k oce,ihe r.;✓N; r 1 2 3 ma}egvle brocirq,er!IteT rat;reT.1.ur 3rrinato U TOP CHORDS bra a.ra should be consid�reci. o a c!� v c?-- 3- �•1e4er cxcerrJ the•:lesign bct:tinc shtiwn arse r�•vgr t•J ,� WE 4 sirct-no iedgls or inadequately o,oced tT es. r ----- - - - — — - - --- �, w. I.—NM � M oriels,rust aes>gr: the tjc Minu --- "For T tfesigner.4.ec n tiosupex:isnr.properhi-oyiiarcnd + A Y 2 Gylvnt.aiiOr,,fCzeQie J allcther interested parties. o piafes CL•it•from outside , G a_ -��c 0 edge of truss. ' 5. Cut rnamber,to bees tiat t-o9ou rsi eroF E_ r5vice Plates o:!e:jut fact of'hiss at each BOTFQ.ht CHORDS pint and sm n•be,:!fiAy.K .ts ane- an we at redU4ced rcr'This ir indicates the 7 6 5 ;ocaticr:s om regulated Gy ANSI!M i, red directiori of slots in r_-onrSectcr plates. ?. Design as;urnes tr•�s,4es-vAi be suitably pfote::ted(rv-n the emeironrrert ir.accord wif.-r ANSI;7 PI 1_ 'Plate location details available in Mi-Fek 2.0/20 8_ I nle5s otherwLe noted.mo$tuve con;er!l.-rfiuMoer .software Or upon request_ shot!nci exceed z97Z of r-ne:;l iatr',csticn- Rl JOINTS ARE GENERALLY 14UMAEREDILETFERED CLOCKME (if AROUidD THE TRUSS STARTING ATTHE JopNT FARTHEST•TO �. Unles.exT.re,sty noier,fhc des r is not apiri.^aLa�e-'or U7 PLATE SIZE T3lf UfeFT. use with tie reta•Aarn,pre_seNcI ve irsote.1,or grcent_••nber f•'1 CRO S AND WEBS A81E IMMMED BY END JOIN !G_Caret X r a non•strucvr. l oonside ator and is the X T p Tee first dimension is the late restnns r,:rty of m.,s fabriwtal.Cenral proc`ice.is to p�pendiculcr width measured PIi)ATBEkS/LETTERS. carnbarFo d b ,- !dead ad ciefJrc, to slob_Sect:nd dimension is Plate ty;,•e:s1•a.o6erriaho_,Ind icic;;Aon rlin-F-miorz C the tengl parallel to slots_ l 1indi otco are,mirirnu r ;.:tatrg,e luirerl=nf. kT LATERAL BRACING LOCATION PRODUCT CODE APPROVALS 12_dumb x ned str sit Le:of the cpejes and s eLL : ICC-Es Reports: in all re z.�!c;s.ecunl in or getter Man t rai specifieU- indirated by symbol shown on I/or FSR-131 T.ESR-1352,ER-5243,96048 13_Top chards n js neshe 2itedrx pudns or000ec-t by text in the bracing s2 tion of the g730,95�3.9G-31,4h57A spocirq indicated nn desrtr. output. Use i,!or Er bracing lVER-4$7,tvER-Sb I if inctiCated. 93110,84-32,'3"7•ER-3907,9432A l/.Bottom chords require laterca trocZny al iiJft:;r�cinr. 00 orie<s,it no ceirn-c is indolled..inl s:)theav'h3 notec. BEAiRIri�G J 1S_Cc nnectior<n P shown rae the respansibi5lyoF ofia z - J Indicates IOCatlon where bearings :6.Dc not cu nrniter tn_x Ire rnoe-,or plate without prim [supparfsf occur. icons vary but cipprove,of on encineer. reoction section indicates joini 0 2006 MiTek:8 All Rights Reserved 1".Instaiiorrd lead•vertically unless indioc,ed otFrorwi e_ ., number where bearings occur. — —--- --- -- -- - ------ —- 3f3.Use ot:reen oe trerteri lurrzer inoy pose arta_cWtubie emrironmentc health Y C tx,nance ri3!n_Consult,vi;t. -1 project ertgi vee-before use. Industry Standards: MiTek' f 19_Rev+evo-all c<mlinns oriws dsigr.e {Iron:,bac c ,vords Of A1�lS(fTPf l: NcilCnaf Design SpCciacofion for ivietal and oicturesj b-fare use.Revie,,fn d� g picturesne. LLl Plate Connected Wood Truss Consfivction. is r,ci s, 1cre!,r. LO DSB 89: Design Standard for Bracing.CE '°mow+R'o Q�xrnrr+N. LLl BGSI l; Building Component Safety Information, 1NEF"'"a d, 20 Doagr os-,umez mon0ac tore in accordance M. Guide to Good Proctice for Handling, n»stria!1 �uali y i?itc�a. E instal(ia-,g&$racing of Metal Plate gNeawrr�kaRt�re ----——— Connected(hood Tresses. tk07ek kingineerkm RCFerence%heel:AM-7A73 FROM :EASTERN LUMEER MILLWORK FAY, NO. :4135322107, Oct. 12 20CUS 10:32P1 P10 Jdt) PY Ca�e H%m,Ck�g m1h MA 'USS ly I (SIG1. IAL 3 E3534%4 1... . ... i 701nist6'�iiuutuyi�lnr.'f,—Ja 00.ryy. 6.7.00 a OU 13 2005 P41T k Inc P,,.Sup 28 14:1 -2-3 15,4 15. -_4B C10- 3.77 4-F-5, 4-11-4 5.0 49 —Z exa Fi T 4 13.0 11 3 X\ ui 2 I Z If i;J 14 17 13 ia 12 11 18 -10 20 il li US :04 4K7= 30 3xa z; 3 X5— 0,44L a 4 0-10-F 0-I.Q 16-10 0-2.Q qto'� .... ......... LOADING(psf) 2�c-0 TCLL SPACING c3l 05FL In (loci liclaft Lid 30.0 1 PLATES GRIP (Roof Snrm--30.0) Pieter Inr.r0,,stu -0.30 1 360 MT20 1971144 TCDL ':I" T' 10.0 Lurnber Increme F10 0:111' VPrt(TI.) -0.51 11-14 -60-, 240 Doi., 0.0 r Rep Stress Indr YES VVI3 0.72 horz(TL) 0.04 9 File n1s C 10.0 Codo l6c2molANSios (MEIrix) 108 1!) LUMBER BRACING TOP CHORD 2 X 4 SPF No.2'Exoppl' TOP CHORD Sheathed Or 3-8-13 oc au Ins, except and verticals,find 2-0.0 oc 0-7 2 X 4 SPF 1 680IF 1.LE purlirls(6-0-0 max):8-7. BOT CHORD 2 X 4 SPF No,� BOT CHORD Rigid ceiling directly applk d or 8-0,0 Or,!)racing. WEBS 2 X 4 SPF No.2'Exwpt' WEBS 1 Raw at m ld pt 4-16,&11,fI-l0,7-10 S-ID 2X 5 SPF 106OF 1.5E This truss design Is based upon the building code ;hown.This code has boon spacifiec by the project enginbarlarchhect,or buildlr;g desigi ar,The applicablifty of this code in any pairticularjurisdictfon should be confirmed with the building officla'I prior to Injus REACTIONS (Ibisize) fabrication,This determination is not the responsi lily Of the componalltlt*06s designer, Mmi Horz 16r413(load case 6) MIX IJpIlft16=-147tlr,)ad ccise 5).1 5=-154(lead case 7),9=-611(luad case 7) Max Gmv 16=552(10sid case 2),15=2255(lood case 2)j 9=16 15(lond case 3) FORCES 01-Maximum CompmslonlIkiximurn TansIna TOP CHORD 1.2=-100128, 3-4=-1960%4-5m-21151207, 9 -1444110�)ROT CHORD �' 4167-011CO, 14-15=-252/1581,14-17r,244/1410,13-17=-244/1410,13-18=-24411,110. 11-10=-17811071• 10-19=-17&1071,i0-26=-22/I21,9-20=-22/121 WEBS 2 163-626!,757,3-15=-6601212,4-16=-21 5.11=-593/23C;6 1 In-961t;33, 6-1 0=42W 145,7-1 Ott-175;256,6-10---120/904 NOTES 1)Alind;A,3CE 7-98:"MmPh;hm25P;'TCDL=6 Opal", ,wBODILme.opfif'Category 11,Exp R;enclosed;MWFR8 gablo and zone;rAntIlever left and riqllt axposed;and vertical bit and right 000d:Lumber D0Lz1.33 Plato grip DOL=I.33. 2)TCLL:ASC 7-98;Pf--30.0 pef(f191 roof snow);Exp 8:Parilelly r%qj. 3)Llnbsilanc4d Snow loads have been considered far this design. 4)Provitle adilquate drainage to proverit water ponding, 55)This truss hln iseen designed for ci 10.0 pEf bottom chnrd Om load 170FIC011cuffsel WIM arty other live loads, 0)*Thia Irkiss has been designed for a live Toed of 20 Opnf on Ille butt:)m chord in all areas whare a rectangle 3�13,0 tqlf by 1-0-0 wi will fit betwoon the bOttDM chord am any other members, 7)Provide mechanical connerilon(by otherp.)of Tij5s,to bearing P13ta,013,06ble Of 001standitig 147 th U71111 at joint 10,154 lb LP;ifl join:15 and61 lb uplift at joint R. 8)Design requires purtins at 00 spacing indicated. C ZEWSKI IV 4 LOAD CASES)Standard No.aciblo "Z 1 Srr , ffig mammummmomm v"Sr9,T-,*h?r PdmnWttPA.0d RiZAP,AM'TES ON THIS AN)) Y'AG9 USe. Jtyof posies proper TR UC(I Ir,for loletut suppon et Inovicstim"b inertt!�ws only.AddiT�mnl'l4.rnj:Qr<9ry rf hV1!(4ln0LCJ0Sl0n0r 'eSiorldl.0('J cmntol,Addlllom�lf .dow fo insure rioNlitylurinc oomlruoior ii Ihv m-por%:bllFy of ih,�� ',e'ZnQnCP,t W.ming of Ins overall�tru--�.jm r,'hf�rAWOrIbilil t of Ilia building d4;;J9i)9r,-V gensilil guidurtue ml;lvdims A MIT0 AFfiflate fabrIcothr),olijally rol,0oragla,ovivaw lvilobn and bracirg,r.nnikilf ANSI111011 QuaRytriteric.DSB-39 and ACS11 Building Cimportont Selletv informailon nvNll(�019 from Inm PIVO InstiNto,583 D`0roT,l,-,Cflm mcalsov,w!53719, ROU :n- 0A 9 11110 nntaftn.NC 27011. FROM :EASTERN LUMBER MILLWORK FAX NO. :4135322103 Oct. 12 2006 10:32AM PS 4 Tb ru35 ruts lob Rotarenco Inn MA ' -' E558418?I feG2-11! r:iS (SPECIAL r .. ... _.—....... _..�...—........i._. .._. YPO Ut Ply C�I m I InuAr.,t�rvlll9al --._._._..._ ......_..._..... llarrGltu S`ini[111ms Inc rlashua,N 1 U.201)s 00,119 J,rNI.,MIT%W1191rte9,luc.Tlw SAp 28 11 11:36 2006 papa 1 11 Y•2.3,,, ,;,, , iGs�1:) 1�-M15,,.,,,,___, 20•M6 26,a.e zn :i :1a.4-T 1.1-4 i?-0-tn 317-7 4-7.5 4-11.0 0.0.0 04:-1 4.11.0 4x7= Srxk_r nvs 40= P t 19t_ , .r 4.UO 12 14 13 16 12 '17 11 to 10 19 B 30.4-2._,...2,5114 1 0-10-a 6.0-0 D 0.16 9-7.T 94)-14 5-0.0 4.11.10 0212 P)a10 orfa . ... _-0 o fB:0�4�a,a_2A],!7:o-a-a..2 aj,_js Inge o.i gi---.__.. .. _— TCLL e 4,x v): j :a.1_i1Y,o LOADING _._.: �� -... ---- tp r) SPACING 2)Z) CSI DEFL In pre) I'defl Lid 1 PLATES GRIP (Roof Sno',v=30.0) Plotos IIIL'f98a6 1.15 TC O,AO I vort(LL) 0.3011-13 >022 3e0 I MT20 1971144 TCLL 10.0 Hq Vun((TL -0.4B 11-t9 >5l 2le BCLL 010 YES85 Hdrz(TL) 0,04 9 nJa Na - ._ 10U Coda IRG20 OANS195 Walk) _�— We nt:161Ib LUMBER BRACING TOP CHORD 2 X 4 SPF N0.2 TOP CHORD Sheathed cr 3.1C-11 oc r rline, except and verilcals,and 2-0-0 or. BOT CHORD 2 X 4 SPF No.2 puriina(6-0.0 max:):64. WEBS 2 X 4 SPF Np.2 BOT CHORD Rigid yelling ditoctly appt or 9-8.1 oc bracing. WEBS 1 Row at midpi s'11,6.10,7.10,8-i3 This truss design is based upon the building cc a shown.This code Plat bean specified by the project engineer/architoct,or building ck igner.The applicability of this code In REACTIONS (lb/mze) 15=405/0-5 8,1+i=1621/0 58;0=1370JMechenlCat any 04rticularjurisdictton should be confirmed lIth the building official prior to truss Max Harz I5o441(load case 8) fabrication,This determination i9 not the respo.sibllity of the componentltruss designer, Max Upl)f115=-147(ked case 5),14e-146(loed case 7),9=•75�10ad case 7) Max Grev 15=560(lood Case 2),14=2114(!oad coarse 2),9■1440(lced case 3) FORCES (lb)-Maximum Contpt"sion/MaxirruanTension TOP CHORD 1.2--11Oils,2ti=-2261132,31 4=-2141212,4-5=-1965J199,5-8=-1312/1?2,6-7�656/164.7-8=-7VA66,8.6=-1306/1 9 BOTCHORC 1-15=47M17.14-15=-356H17.18-14=-28111404,13.16-263/1264,12-1&-.-203112e4,12.17=2.63(1264, 11-17=-26&11284.11.16=-196J915,10.18=.19819t5,10.19a to/86,9-1Fa=-60/66 WEBS 2-15=828/257,3.1ae_056/212.4-14=-1919123,4-1 3-6911 8 2,5-13=-75/379,5-11=-810/229,6.11=88.r855, 0-10=-864i1M,7.10--210/10C,8-10=A421972 NOTES 1)Wind:ASCF 7-98;100rt'tph;h=25111r;TCDL 8.8ps1;14CDL=130psf;Category II;Exp B;enclosed;MWFRS gable and zone;csntlieve left and right exposed;end vertical left land rlllht exposed;Lumber DOL=1.33 plate grip 001-=1.33. 2)TOLL:ASCF 7M;Pf=30.0 paf(flat roof snow);Exp 8;Partially Exp. 3)Unbalantad snow Irnedfi ha:ik been considered for this design. 4)Provide adequato drainage to preent water ppluling. 5)This trim has been designed for a 10.0 psf bottom chord live load nnnoorcurre)(with any other live Icade. 6)'This tnrw3 has been dasiprmd for a live load of 24hpsf on Iho bottom chord in all or=where a rocUnglo 3-0-0 tell by 1-0-0 wide aka will it between the botlorn chord and any other rnembort. p 7)Rafer to g1rder(5)for truss to trusa oalireetlons, 6)Proylde mochaniwl connection(by others)of!miss to bearing plats capable of withstanding 147lb uplift at iolni 116,140 b Up;if t Joint 14 and 75 lb uplift at joint 9. 9)Design requires pu(l:ns al UC spacing indicated. a I LOAD CASEIS)Stallderd to v�i VnIto.I a-aert/11 Qnxrpn F81WrMil-unA NAni7 AWs?FA C+N 77M AND 7A'CLUDSU Arf9'M19 I)KFARzhr-M PAGE Wr 74"J)VFMS Use. Ts Datign wi id rof use on,, Jfh MIT%C-1-0)QC-on.Tile oealon is Lusad ony upon pn-aronrom shown,rind is mr an Irolvicival Oullllnp COIYpCPenl. Alysp da llBy or detkj,,pwarnanfnr.anr11:n7p8r lnpofl]otai19n of Cumponorf is rmponFln111y of bultdir)g deopner-nOl trot daigner Drudi fhcwn is for ionorq!sUo6lon of)ndWkitxl)web marnhn!s nrtly,Additional larnpuf ury blocln8 ro nxltm Stablay dunnp eon9lrUClion is I•It:rnspans b;llliy cf the "Or.AddillondlDew%uoartbrar.Naoftnecswol alruelUrei9lheresponrlbllityot the l)Ulldinzds9'peer.For't;er•eru!quidancnregcrdin® i AMIT4xANT= intvler.1lKln gUdFW r�nhui,aiexnga,Nnnvarl',.+Nac!lan uild b+cr:ir>f7,_annul! ANSIMIJ 9valfN criteria.DSD-D9 and DCWJ building Gewwwant u1u Saundslee Road SateN infarmolWn Ovniiublc hcm inns Plata rc IfUta•3rX1 D'CrK+trio D;ve,Madinor:,V 4:,a71V, kdanrou PEW FROM :EASTERN LUMBER * MILLWORK FAX N0. :4135322103 Oct. 12 20OG 10:31RM FO .._... . o runs i ru'Y 3;Tpo•— Y S Ir>az.t1 Ci (3f ECIAL y t ES 3<1 S2 ._.. ..... �J.�__.... _.._.... Job RPJCrCnGo ROmanStvclureslnr,NaAlurr,NH _ — .. _............ a.200 s Urt 1n 2005 NIt,k 41ov3SAnY:Inc YAri'.qp 7R'14:11 I- 762.3.. q•g-10 1b 4 10 ^0 4 g I-1-4 a 0•1,; 9.7.7 4.7•7, A-i1.0 r•u•o a•0 4 0.3.0 1_1.4 ,$Y7= SCnr4=1:80.e SO-: 8 .r 0.00 12 � i f 3x4 i !i f I 'ti 3x8 0 3xr g � •-'—'- i� I R �' 10 I 20 19 14 21 17 22 10 23 15 14 13 3x 14 4x9... 3x4:- 4x7-::: :SxG= 3xa 1aQ= 4x5 9...; ............�...... __ 2a 4 Il32 12 8.0.0 0.0•la 3.7.7 u,a 14 0(�0•a 80.0 7-o-a 0-3.0 0.2 12 0-2-12 4�0, -4 11 0-5-3,0-0-7) - LOADING(paf) SPACING 2-0-0 �C8{ OEFL In I TC_L 30.13 (or) Ii Lld PLATES GRIP (Roof Snow=30.0) Plates l°creaso {.15 TC 005 f Vert(LI.) -0,33 16-18 4W 3Bo NIT20 IW/144 TCDL 10,0 I Lumber Incresse 1.1; BC 0.96 Veri(TL) -0.54 16-18 1>893 240 BOLL 0,0 x RepStress Inor YES WB 0.57 NOrz(TL) 0,07 12 n/e nla r3CD1. 10.0 Code I81220MIANS191 (Matrix) Weight;'131Ib LUMBER BRACING — TOP CHORD 2 X 4 SPF No,2 TOP CHORD Sheathed or 2.11.6 or pi ilris,exrept BOT CHORD 2 X 4 SPF Nu.2 2-0-0 oc purtins(3,11.0 A ux.):6-7. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid calling dlreCtly appli id or 10-0-0 oc tyidng, Except: 4 8.0-0 oc bracing!1.!0,19 20. WEBS 1 Row al midpl 4,1R,5 18,5.16,6-15,0-1ti This truss design is based upon the building codi Shown.This code has been 5peeined by the project enginaar/architect,or building deli ner,The applicability of this code in REACTIONS (lb/size) 20n346/0.5-6,19=21f)510.5.3,1?=164410$8 Any particular Jurisdiction should be confirmed ' the building official prior to truss Max Horz 20=332(Iead vase e) fadricatloro.This determination Is not the rsepons bility of the cnmponentftruss designer. Max Up16t20=-150(lcadcase 5),19=167(ImSd caso 7),12=-146(load case 8) Max Grav20 1508(lond rase 2),113=7$62(lead case 2),12--2147(ldad case 3) FORCES (Ib)-Maxlmum COmpreseionlMaximum Tension TOP CHORD 1-2=-ASJ149,2.',=-1091176,3.4=-9H1P19,4-5=-23 81 121 8,b•8=-19081201,6.7=-13741231,7.e=-17151104, 8-9=•1951/148,9•-10=-25211.52,'10.11=-237/5 BOT CHORD 1--?A=-125/64,19-20=•2711181,tit i9=•18111788,18-21�.152/1999,i7.21=-152/1698,17-22=-162/1fi9A, 16-Qh,lti2r189fl,16-23=•4,S/13S1,15-23=-83/1391,14.15=00863,13-14-0A563,1 2-1 3=-4 713(i 5,11-12=47/305 WEBS Z 20=$08!2�,3.1Ra 880?212, i-1E�•2ri3ti150,4-18=0/313,5-18=•841181,5-16=539/228,H 16=•98/789, 8-1 5=-41 3121H,7-16=-41/588,9-15=•924/216,9-13=4/178,10.13-0,1674,10-12=-2066123rf Nq'r£S 1)Wind;ASCE 7-98;100mah;h=25ft:TC0L=8.0psh SCDL=6.0psf;Category II;Fxp B;enclosed;MWI-RL gabla end zone;rpnlllev oIr left and right exposwi,end vertical left and eigh, rrxpiged:Lumber DCL=1.33 ploto grip DOL=1.33, 2)TCLL:ASCE 7-98;Pf=3oA psi(flat roof snow);Exp B;P:urti�dly Exp. 3)Unbalanced anr7Ar loads have baen considered for this design. 4)Provide sdequAtr,druirfegd is prevent water pondilig. 5)This truss has been designed for a 10.0 0,f bol!orri chord live toad noncr)ncurrant with any other five Inads. 6)"This truss has been designed for a IIvF load of 20 Opsf on the battnm Chord it1 all areas where A rectangle 3-M tall by 1-M wide will fit between tho bottom chord and any Other members. 7)Providd rvmhenical onnnection(by others)of truss to bearing pbte capable ofwlthstanding 150 to uplift atjoint 20,167 lb uplift er joint 19 and 146 lb uplift at joint 12 y 8)Design royuirea puriins at 0o Spacing indicated. A. EU►/SICI pE LOAD WE(Sj.Standard IVIL v a.3661 t) 'Q�q,le r ssfL�t'A WARM7N'r•ver(ft"RIy"F—Omoterr,ntrrdJUAD hr(r9k4Pi+err7Rra Amn ProY:r,10AD MtrF- R&1nCRlNWRS.PAWarrr 7473 RRM1RE Ilm. (31N INO a'! Oeslpn vnlin tor ow unly*A7h mTair r,.,inrlrgo lyre.rhu das'©n k hgsPO Ord'/upon pornmelTen show!!,and is for an InclMduci budding ewmprnogT, I ArsallZgblltryof deslon prarmenters ana n npor Irr.vrporaflcn or nnntp(xivnl4 rmporslMllty of buM np drslamr-not IIVS3 cesiprer, arar,.in0 shawl: I lr for shoal alppad of Indlviourl!'',V b rownber.only.4UdiNunat trmpnrryry brtlginsl to Inxarn,tg11i81y aurinq con:Mirtlrn•i1 the rosponslbuuy n}rlt? I e'I'6CIu•.1ltltlltlrxx;l pWr7lw:enirarc.UO Of nleovorall cYUolJra is'he rwprnr'ollly of fhe butitlhd¢Ig;lyr;e','cr nonnrrRl nuttlance pondbleq - A MITek Afpileto i fabrfcntlnq,gvuilly control,r;ir,rrpde,tialh'ory,nrarllon and t-mcinq,.C.<Intul' ANS!IPn QW011ty�Cdtena,DBa-99 end Kill,autsamg compnnad I 13 1a1p Information mmicible born Mar p1we 1113110e,SH;i p'r]nb(IfG Ori•rc,Mgdl3tn.wl 53719, 81B SuundalAa Rngd ....-.... ...... Eeammn NC 27932 FROM :EASTERN LUMBER MILLWORK FAX NO. :4135322103 Oct. 12 2006 10:.31PM P7 Jdb..... nras 7iusST'— -__............. 1T—_—. giro ra�`ty y Cape HCUad,l:op.NIiIP.t E3v3416i - 'PILrvYeAC1C -L Reference( plronal) Roacrro Stmr.4�'eA inC..Nashua,Nil. ..... ...... . _..._,.._200 __.. ...._.._ ... ....._ 6.:�0 s Orf it!a.nn0 Tek Indun(rlex,!na.k%np 2A 0,441:18 2008 Pace 1 4x4 2d;_0 2,ti.n 3 8ae!e�t^=f' 9.OD�12 ''fJ ti, s f r ik4". 1.5x4 2x4 13 LOADING{pat) -- -.... TCLL 30.t> SPACING 2-0-0 CSI DEpL in (toe) 11 e; ud PLATES Gibe (Roof Snow=30.0) Platea(ncrt+ase 1.1$ TC 0.05 Veft(LL) -O,OU 4 Mr 120 MT20 187f144 TCDL I00 Lurr rinnrease 1.15 I BC 0.02 Vert(TL) -0.00 4 ntr 120 BGLL 01 Rep Stress Inv YES WB 0,01 Horz(TL) O.OU 4 n/a n/a Code It:1G2000'ANSi95 (Simplified) t 10,0 .... I Nei*&13Ib LUMBER �..... —_...... . _. TOP CHORD 2 X.4 SPF No.2 BRACING BOP CHORD 2 X.4 SPF Nu.2 TOP CHORD ShOaihed Or 5.0-0 ue pu ins. WEBS 2 X 4 SPF Nu.2 BOP 4HORD Rigid reillnO direcllytippl Jd or 110,041 Oc brering. This truss d98ign is based upon the building code how11.-1his code has haen specified by the project engineerharchitect,or building dasig ter.The applicability of this code in REACTIONS (lb/size) 2=1 4 313-7.•11,4=1431y.7 11.6=14713-7-11 any particular jurisdiction should be confirmed witl•l the building official prior to truss Max Horz 2=•42(load-Mae 5) fabeioation.This determination is not the respoingit ility of Ufa componenUtruss doslgner. Max Uplift 2=-33(lced 0,960 7),4=•40(load case 8) Max Grav 2-18100811 cage 2).4=181(load rase 3),$047(load caae 1) FORCES (Ib).Maximum COMpression/Mawnum Tension TOP CHORD 1-2=0119,2-3=-28129,3-4=.28115,4a=01118 OCT CHORD 2.8=-8131,4-8m..6r31 WEBS 3-6=-1 1111g NOTES 1)Wind;ASCE 7-08;100mph;h=25ft;TCDL--9.Opsf,KbI-4,0pef:Cetagnry Ii;Exp B;enclosed;MVdFRS gable end zone; ri-lnlilever tots and right expOsod;and vertical left aria right exposed;Lumber DOL=1,39 plane grip COL=1.33. 2)TOLL:ASCE 7-98;Pf=:10.0 psf(flet rout anow);Exp 8;ParilaUg Exp. 3}Unbalanced anew loatla have boon conelderod for this design. 4)This Inusa has boon designed for greater of min roof Ilvo load of 16.0 pat or 2,00 timas fiat foot load of 30.0 paf on overhangs non-concurrent with other live loads S)This truss 11as been desrc7netd for a 10,0 psf bottom Chord live load nonconrwrurt wiin Any other live load:;. 3)Gable requires continuous bottom chord bearing, 7)'This truss has been designed for a live load of 20Apsf on the bottom chord in all areas whOM a rectangle 3.6.0 talf by 1.0-C wide will fit be9Nean(he hoftom chord and any other rpembers. 6)Provide mechanical connection(by others)of trues to bearing plate uspabie of withatendinSt 33 lb uplifl of joint 2 an(I 40 lb uplift at joint 4. 9)SEE TRENCO STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BABE TRUSS. (— LOAD CASE($1 Standard 2EWSKI ell IL No,3f3810 I Ali T �Q` ANAL+ 1 S - ,a 1p'M7MNe•Vr,-tA!go9rpn pnMntcrNX unr!READ Nrl9'xR UN Pllla.lNh,rNt:LirpgD y,I7N.AC.BIGF&.RRNhr,PAOE 4rrR'%q 73 Li8iYA@F IY,YIi.0r gl valid for U8@ only with MITek C6nrtnprOn,lots ded©n 6 toted only upon ptvumntar,snow•,,gory Id fa�'i!ndlvlrL�nl Db6cting crwrpenenl, ea w By ADPOCobplty of de9pu ppnrrrq@n1H6 and proper Incapnrt�o�t tlf Comnnn@nt le re:penstORliy uF bulidlrE(1e11¢ner•not tru:x dnsipner.BrecptD?Y,own l i It}arinleroi suppport M 1•,ddaval w@W•nemxrxonly.Addltgnnt IemgorarvbraclnL?Inlnarro stap!IAy audno consln�r.11�:xi Is ihre m.ponGmllllly vl do TRW410 !ki !!1. fnhrl0ttli'vn.qup!h/C6nftUl,tentage.deiivrry,rrn;nun tx;d brcsrinD,cCtt4ulf AN51/1PI1 Oualliy Cmogp,DSE•89and atsrt tiVittlfny Component klietY kllormtltloH rwci lath iron Tn Igg r9aln Instpt.taa 593 C,'Orros n,7rlv@,Mcxison.m 4371 S. a to Suundrw.Hvad "' Cdnnrnn,NC 27M ' FROM :EASTERN LILIMBER of MIL(_LORK FAX NO. :4135322103 Oct. 12 2006 10:30AM P6 Truss T...rsi —.__.... . I• � ;+rasa yl �Gty—,",�. Cape Houee.Cnn,n'tlle Mti,---- �. (e02•iii nfa !vtpNq)'it,lti5 n'Y [:1�So _....f Job RsferencC t tonal), 1}(7 Rgncsm•iINFh116a IOC.,!Wtafnra,NH. "' ti.2n0 9 Ml 18 2uud Lit ,k Indvatrlas,iric,-'inu Sgp T.8 ida t 3 xiul PaQ9 t seal1.5x4 1 s to=1:24.5 4 Oa 12 3 � , 1.6m4 if • r rl 2x4 tl 3z4= plates Inareaee 1-0 TO 0.76 ...... ., ::.—--... . LOADING(psi) .... .:•.. _ _._.. ...-- SPACING 2. 7C.LL 30.0 � DEFL In (IOC) I/t1Pt1 L.1d PLATES GRIP fRoof Snow=.30.0) ; 'Mos I lncreaee 1.15 7o Vert(LL) -0.04 6-7 >999 360 MT20 1971144 TOOL 10.0 6C 0.30 Vert(.TL) -0,07 6.7 }99B 240 BCLL 0.0 j Rep Stross Incr vt-5 WS 0.13 Morz(TL) -0,Uo 6 nin n10 BCDL !0,a Code iBG2o00JANS189 (Matrix) - ,. �......._._._.... . --..._...I . . _�_..... Wet^39lb LUMBER ---. . BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or M-0 r4 puil lij. exrept end'verticale. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceilirg WEBS 2 X 4 SPF Nam dlroclly app;i d 0r 8.0-0 oc bracing. OTHERS 2 X 4 SPF No.2 This truss design 18 based upon the building code she rt,This coda has been ape pified by the project engineerlarcllltect,or building designer, The applicability of this code in an particularjuriscloticn should be confirmed with th building offIClal prior to truss REACTIONS (Welze) 7=27010-a-8,6a7g0/p_5_8 fabrication.This determination is not the responsibility (the componontltrues designer. Max Hoi7?-152(losd case 6) Max Up07e43(losd caste 6),6=-172(loacl case 6) Max Grav7=359(load Cass 2),t3n1027(load case 2) FORCES (lb)-Maximum ComPressionlMaxitnum Tension TOP CHORD 1.2a-2071308,d-3e-'73/331,;t•4=-94137,4-3=•128129 • 20T CHORD 9.7-•2061180,6.7�•266i69, s=,206la9 WEBS 2.7=-4971167.3.6=•848M76,3.5=-70/244 Norms � 1)Wlndt ASCE 7-96;100mph;h=26ft"J'00L=6 Opsf;SCpL=6.0psf;Category 11;Exp B;enclosed;MW FRS Stable end zone;canblaver left and right exposed:end vertical left and right exposed;Lumber DOLe1.33 plste grip DOL=135, 2)Truss designod for wind roads in the plane or the truss only. For studs exposed to wind(normal to tft face),see Standard Industry Gable End Dotails an sppllCai40,or constl,til qualified building designer as per ANSi17PI 1-2002. 3)TCLL:A$CE 7.90:Pf=30.0 psf(Nat roof snow);Exp B;Partially Exp 4)Unbalanced snow Ioads have been considered for this design. 5)This truss has been designatt for a toA ptlf bottom chord live load 000concurrent with any other live Ioads. 6)Gable atuds spaced at 2.0.0 0e. 7)'This truss has been dtralgned for a live load of 70.0psf on the bottom chord in all areas where a rectangle 3.6.0 fail by 1-0-0 w• OF will fit between the bottom Chord and any other members. 8)Provide rwhaliical cannectinn(by others)01 truss to bat'ring olalo capable o(withstanding a31b uplift at joint 7 and 1 21b �IIR al )ant 6. A LOAD CASE(t)Standard CIVIL PJD.38690 r 7 O OVAL . I � . I � WARJs'Jltt+•Var(ry dealpn,parusnwA�rg are REsn NbYE'e OKTAs6r,9Np snJCLLrARD kJ'JfiR R6i'RR/L!1'(;�Pda&M.7-7a 73 FEF'QR&UfitC, ,Tlmlt3n YCGJ b.use any wrlel urink conrec tors.T1,15 rJKfon's bnsny only JCu•i paramnt?re shwmi'and I;for an itdlvinunl hu Id ilo c cmponom. WINCO i ?rt7p11Cak IIIU o}apa1Q11 autatnoMnn atiC(proao•hxrrpordian of csmlp(gnerd:lespomlh Iffy Of bvikilng grwoner-oui fruss doslgner.Prgcing show,a fra lateral support a'loCivldual web rnemb6rs only.ACIaitenGl temnnrary 1l%Klr)p to imwe 5fii1:111N didnq rnnstrucfr;n i5 the mapnnsll7vf@y 01 ins- BYBCIor.Apol onal peemcnonf woorna u°thn overall 61ruclueo Is tho ro wn0bifi�fY oI fhn bullcong deosL r!nr.Fnr rJEn9;gi pukiaruxs reaardlnG A MI?Pk pr9nam@ rabr'Caibn,q.la fly cdrfret,slampe,deiively,anclon arN bmrin ,con5ulf ANSI/Twtll Cuailty CHtar ,pre-go and eCLlt sulidlnq caaspononl tafefy lydormatlon uvaeabk,lmm ttussi'iufa Instuvte,Sea D'Ono!o r rgyb,lAuvisan,wl.a71 g. Ale Bour&u6 Road .-.. .... ...•....• Eaunlat,NC 27032 FROM :EAS'TERN LUMBER >i' MILLWORK FAX NO. :4135322103 Oct. 12 200E 10:30AM P5 _tut � " 11'fusg.._._._.______ I niRR Type Lacy �y 6p9 Heutig,:` :iN 1A —....... __.—_. lauz•n, cT, Isatrtat. Ilf 1 P.351a1.. .��....__... ..... ........_ .......,.. ... _.... ....-l---. ...... �JabRgl9rcn Hanel} _ ' S0 RnnLarC•Sln+ctwun h,c.,fvaatud,•.W1. 9 BUG a tart I!i arcr cv MrI 4 1nr!'unlnur.,�nr: Thu SQp 2F 14 IT.',, Papc 2 NOTES 31 Wine:ASCE 7.98;100mp0;n=T.6!t,TCDL=O.OpRf;BCDL,,5.Opsf;Category it:E(p R.enclosed;MWFRS gable end zurre;cantilev r left and rigor exposed;end vertical foil and righl expcued;Lumber iJC1L=1.33 plate grip Dt0(Imf 30. 4)TOLL;ASCIF.7.98;PI=30.0 psf(flat roof SnOW);Exp B;Partially Exp.;Le 46-0.0 5)Unbalant:ed snow iva:ds nave been;oosiderod ter this design. 0)Provide 0WIL a10 drainaga to prevent wator pending, 7)This irub8 Etas been aesigaed for a 10.0 psf boltnm chord livo!oad nonooncurrmpt with any other live loads, 8)All plates are MT20 plates unioss utherwi%e indicated 9)"This trusR has beoil designed for a live load 0 20.0psf no the bottom chord in all Rraas wher0 a rrectangle 3-e,:0 Jill by 1-0-0 widewill fit belwecn the bottom chord and any other members. 10)WARNING:Requirod bearing g0te at Point(3)22,13 grayter than Input Dearing size. 11)Provide nlachaniral connection(by others)of truss to boaring plate capable of Nithstunding 2238 Ib uplift at joint 22 And 1 S31 lb i plift aft joint 13, 12)DoSign requires pudins at cc spacing indicated. 13)flanger(s)or other conriccticn da,&S(R)shall by providad sufficlam to Bupax,trt r oricarytrated to d(sy 62 lb down and 192 to up of -f-12,1423Ib down Awl 98 11)up at 1-C-12 1425 lb down and Da lb up at 2-0-12.I+i25 Ih dcwn and Be lb up at 4JJA 2,t47S•Ib duwn and 08 lb up rat 5.0.12,1425 lb down and 98 W up aI 8-0-12,1425 lb dawn and 98 lb up at 10.0.12,1425 lb down and 98 Ili Lip at 12-0-12 14251b dcswn and 98 lb up at 14-0.12,1426 lb down and 881b up at 18.0-12.1425 Its down,end g8 Ib Lip at 18-0-127 1425If>dawn and 98 lb up at 20-0.12,1425 It dawn and 98 Ib up at 22-0-12,1425 th dcwn aild 08 lb up at 24.0.12,1,2516 down and 98 Ib it,)at 25-0-12,1425 Ib down and 88 lb tip at 28.0-12,14251h down and 98 Its up of SO-0-12,and 1425 lb down and 08 Ib up of 32.0-12.and 1428 lb di: n and 98 lb up at 34.0.12 on tx:ttoro rhord, Rho dosignlsselection of such correction devlrp(s)is the fospancibilityof others, LOAD CASE($)Standard 1)Snow.Lumber IrlCrasasa=1.15,plal?Inc(tktsw=1.15 Unifotr,l Loads(pff) Vert:1-23=-580(Fm.rwo),11-23=-60,12.22P.20 Cpncentratod Loads(It,) Vert:22=52(F)ieln,-142F(F)24=-1425(F)25=.142 5(F)20=4425(F)27=1425(r)28=-1425(F)20=•1425(F)10e•1425(F)3 =-142NF)'0t-1425(F)33=-14251,F) 34=„1425(F)35=-1425fFl36r..1425(F1.37=-1420(F)'98r-1425(F)39=-14Mfl 40s-1425(F) mill i I , i ' I I WAIaNJir4• 4mVY Mn;yri NWam,+ttr6 Intl READ alnYirCi qN TJ//a AND]Nl:rr/lrtct,NMa3 RSFB7r8NGla pq(iaa M)17�73 BR1Rnlal!UEdi, � Casl6on vglld for uae oNy with x114k apnrwctors,ThB design Is booed only upon pprrneiescnawn,ansfs;cr nn Indlwdcal Cuiioing cor,pnnpnL AKWIIcab0itl o!delipll powtnenttenr cxua properlrcdrporctlon o}camoonen•rA reaperalblllly of bvUCtn u®alanar•not truss deslpner.arocing shown h fo-(pfpdi suopon of n,llYltl'vo!wvb member,only,AccfNonal temporary bracing to Ina6re Il!Dnln}y np ceratructlon h the responalwiny w ire I erector.Addi♦ionCl pa�mdnert aoclr�,,�g of the nvernCl n'n>r:l+..u+e IS the rmaFonsksl by c(1^e bVfl0ing deal 'Tar.Par genttic!guldarce re artllr; A!A'rek A limtn irghricai ur,:{udily rnrlrel,st0r6rJe,dE�ivery,ryrrtlan and bPnCinp,coma li APJSV1PIi Qutlllly r1Narpu.pSA�89 untl BCSII bariltltng nrtsp n oFlt I I OtO.Soundaee RSnc Stltefy InlormoQan nvni nha lic+rn 5u s I aM Inatltufn,9n3 P'CUlolrw IJrva,mnaunr:,uq 53T.7. h EUentun,NC 1/99Y j i� ,. I FROM :EASTERN LUMBER * MILLWORK FAX NO. :4135322103 Oct, 12 2006 10:28AN P2 .. ............ sF'Ean�...__.s......._.-.... 1I t y 'I d --------._...._........ ....... , rJ4s Truss Tyr", -••-•E• �� ��� y Job�eP�r e1 c;ont rvU'le MA y( t�Jl pt ('�n hpll 1 ence((Api!4l)---. Rnmarr,sir„clwes Ina.,^laal)rae.Nk. - "• --- 5 2@D s Oct 102005 Mfl'lk 1i M'K.t;x mr,:5 Tee 2N'Ig11: 11 20-M Face+ 7-0.1? 11.8-12 1H-G13 2C-4.14 24-Bta 2a;•0• i 8(a;:0 3'.�C4 T4,1' 4.a_1 y-0-I elm-` 4.4.1 4-4- 4-4.1 1-7-0 5,06 1.62.5 2x4 II Vm4 11 Tx 14 N'I 1RF' 2.14 11 302_ 'f%X= SOO = 4-4_ 2.4 II N 14^AT 1H♦•t'-: 40`- ? 2 8 4 5 23 0 7 8 9 1e .1'1 I I 22 24 25 21 26 27 2b JH 20 '9 30 31 to 32 1--/,t36 34 3G 15 36 37 t4 38 99 13 40 12 HX19= 2X511 9x14MTlDI- PYRII 4H8 2.01) nxul•- 2X811 axe=3x6!I 7x14 MT19H— 38.0-0 Y.4.11•,•, ,,••,,,,.-.„ 71,- 12........_I 18"0 13 40 6 to a,4-n-11..... 2".1 33-L'-0 7-4:i1 4.4.1 440 4.4.1 4-4.1 4.a.i 4.4-1 0:?-6 - 140 - LOADING(paf) TOLL 3U.0 SPACING 2.0•n CSI DEFL in ([nr) IMell ;"'v PLATES GRIP (Roof Snag'=3U.0) Plates Increase I AS TC 0.83 Verl(LL) -0.52 18 :>767 MO M'I'2o 1R71144 Lumber Inc ease 1.15 BC 0.90 Ven(TL) -0.70 18 7,505 240 MT18H i97,1144 TCDL 10.) 00 CLL 0.0 RepStrassInor Nq IND 11 Horz('R) 0.16 13 n+a the ecDL to Code IBC200WANSN6 (Matrix) Weight:013lb LUMBER BRACING TOP CHORD 2 X 6 SPF 1650F 1.SE"EKoept' TOP CHORD 2.0.0 oC purlin3(5.0.81n x.):1-11, except end vertirris. 7.11 2 X 8 SW^'No.2 BOT CHORD Rigid ceiling dirently Fppl d or 10-0.0 oc bracing. BOT CHORD 2 X 8 SPF 1950E 1.7E"EKL•ept' JOINTS 1 Brace at Jt(a):1,1'l 20-22 2 X A SPF No.2 WEBS 2X4 SPF N0.2-EKtept` 2-22 2 X 5 SPF 1650F 1.5E,4-20 2 X 4 SPF 1650F 1 SE This truss design is based upon the builoing ode shown,This code has been specified 4.18 2 X 4 SPF I MF 1,5E,8.18 2 X 4$PF itisoV tSE by the project engineer/architect,or building esigner The opplicabli tty of this code in 5.15 2 X 4 SPF I650F 1.5E,9.15 2:K4 SPF 1850E 1.6E any particular jurisdiction should be conflrme I with the building official prior to truss 9.13 2 X 4 SPF 1660E 1:58,2-20 2 X4 SPF 1,650F 1,5E iabricatieri.This determination Is not the rear nsibility of the component/truss designer. . I REACTIONS (Ib/size) 22=2001910$8(Input; 0.5-e),ll inl742310.8-13(iripbt: 0.") l Max Horz22=124(load calee(1) l flex Uplifi22=-2238(load case 8t,13=-1531(Ineti case 6) FORCES (1h)_MaxPr,um Compression/Maximum TartRion TOP CHORD 1-22`-724/117,1-2=265159,2-3=1247nM200,3.49-3247C/3200,4-5=4455W4276,5-23=-4451814209, 6-23=4451814289,6-7=-31144/2852,7.8e-3114412852.8-0=-31 1 44/28 52,9-10=-088193,10-11=-68B193. 11.1r-1�xttvlltt BOT CHORD 22-242•1856110056,24-25=11358/1605(!.21-25=-1658116058,21.28=-1858/16056,26-27'-1658115056, 20-27=-1552116096,20.21Y-4158/42283,28.29=-415a/42263,19-M=-4158/42263,19-30=.4138(42263, 30.31-4168142283,lf-31=41 5 814 2 283.18-32=-S799/40410,32.33a-3799/40410,1733=3799/40410, 16.17-379R/40410,le-34=-37941/40410,3435=-3799/40410,15-36=.3798/40410,15 3f3=-16 inf17R98, `' 36 37=-151017Hfle),14.37=-181011715W,14-38=-1616/17(506,36-39=-1 III Oil 7080,13-39=•191 Oil 788P,13,40'.a-2R1 4, 72•4nrr•29I;44 � WEBS 2-22=-245,47/7.423,3 20=-23301403,4-20=-1253911197,4.19=-183,'3267,4.19,1•201/3006.5-18=-2100/381, T G 18=-632+52R0.6-17_-i8713330,8-15=-1186411203,8-16=-194/94,0.19 -16n0/17232,0-14=-110/2682, 9-t3=-29786l1R53,10-13=888/153,11-13=-149/1760.2-21=-19613397,2.20-7045121010 G NOTES -WBq i)4-ply Truss to be connocted togettter with 10d Comm an(.146"x.9")Nails as follows! V]L Top chords ounnected as follows:2 X 4.1 row at 0,9.0 oc,2 X 6-2 rows at o-7-c do. �, 36810 Bottom chords rannnctgd as follows;2 X 8-3 rows at 0.4.0 cc. Webs Connaoied a8 follows;2 X 5.1 now at 0-9-0 cc,2 X 4-1 row at 0-9-0 or. r f. PwT Attach„herds with I/7,i tl dktm?tor bolls AS'TM a-307 with washers at 2.0.0 on center, 2)All loads are considered aquauy hpl51io:1 to all plies,except if noted as front(F)or bark(S)f0C0 In lho LOAD CASE(S)aectien.Ply '81tQ)yJ►L Cr3nt&g�o+rP t?Vo been provided to distribute oni loads noted as(F)or(B).unless otherwise indicated. jililt, wAltlANV Vt?lfydcatprrpornm•c.r.r »ri.Rrcxry AW)3'.e9 ON11.9.AND DYU=D 11Ttts.9 a6T&RrNCE PADr M11.947A D&IttAN V&a. TftrMN11 ov . r 7tldtcn vallj fz via anlywilh N,�eKccrn5cic4a:TNsdealgn;5bcaed oniY!'Ron^arprceteras10wr1,and)a V 3r.IndlMud bJOdin9 carnpon.ent, ME AApp cabll!•y of dosfgn on-dmant@ra tmd prapar incorporatiow�f c^,mponen111 r9spbmlba!ly of ou,l(Snp tleslpner-not lass dallpner.a:acfn0 Shown la IOt I.Ytorni acppon of(n:dvldual viob mnn•;4Qn aniy,AUdtcllpl!emporary bracing lo,naur®alabflily oUfh,p oornlruollon 14're reapan985fllly of Ihta ranco Br8Ct0!.Adtllfhho parrcanenf br(><JnQ qi!It@ 4'•@rpll 61NC1V'V b the eeponsl�Illy of the buildfnp tlerlppner.Forpenerd Buklorrctr repnrcling A MITak Aklllata 'DbFCOtbn qud Ify GGrdrai,stnragrr,do I�nr✓,er@cllon cnc brodnyl,cor,aull AN6UTPN CruaiBy Criteria,0994V and ACSI1 sufitling GUrnponent 81ti Sounduds Road Safely uAormatlon avdlnhlr.ham tt1.;s4 PiOtA Ina,ru!e 583 D'Qnufdp Ort�®,MilVfian,rW 537 2 F1111.1en.NC 27232 1 `7 33 2 s— P`ppTMEr � The Town of Barnstable BA MASS. Department of Health Safety and Environmental Services 9 MASS. e 4, 1659• °rE.9MP�a Building Division 367 Main Street,Hyannis,MA 02601 )ffice: 308-862-4038 Tax: 508-790-6230 PLAN REVIEW Owner: R )�l\-' n1\,4 �D\A Map/Parcel: 2, 22 0.S ProjectAddress:y r'teL P. 7\.� Builder: < cb S i 1f The foll wing items were noted on reviewing: rr � `` _ y I } nX) t C� Q QV1 0V)_ V' 0)0 T r U e 1�T b GAmIr 0 O V 2- �2 't�e 'C UY S v �r'e�Vlc� e Lav^ � UVA nr\,r)rC Vlrcl� n'Q.r- C o c� U -'�-~-a C: i Q V I 1 a4 I ' - - Qv C,. 1 YA 1� 0y, �eY S kQJ I I e r0 U-C Y4-C4'- r Reviewed by: // -Date: q:building:forms:review U �T G. �l DE REQUIRED o u T RE'Q IRES THE UPGRADING OF 10 E FiI R 'iLlIENTIRE DWELLING WHEN AREAS ARE ADDED OR CREATED. Owner: i ERMIT IS REQUIRED FOR THE Bole Macman L OF Sig OKE DETECTORS-THE ELECTRICAL PERMIT DOS NOT SATISFY THIS REQUIREMENT, Centerville,MA Front Pers ective Project Name: Remodeling& Addition Drawing Name: Perspective _ Date: - Revisions: Review 01/11/06 Review 02/15/06 Scale: ------------ i Approvals: _ 2 Rear Perspective ' Sheet No. 1 I L� O--- L- � � 9 O E v .uu 12 bD —O:R roM pltch ri — eble v — e0Ml—.ridge veM O ,p:.i C Z M 2� C I] A dd � � �C • O 1 m JOwner: Bob Macman I r I I=1 I I I I I=1 I I=1 I I=1 I=1 I I=1 I I=111=1 I I=1 I I=III=111=1 I I=1 I I=1 I I=1 I I=111=III=i 11=1 I=1 I! ill=1 I I=1 I I=!I I III=1 I I=1 I=1 11= Centerville,MA Side Elevation va•.1,-0. Project Name: Remodeling& Addition — --- table veM M„�„rl MM - - Drawing Name: _ Exterior Elevations — -- ----_— -- Date: — -_ — - �-_- --- - Revisions: _ ❑ Review 01/11/06❑ � ❑ � �� Review 02/15/06 I Scale: 114"= 11.01. dr _nce xe p o stele tied hWF le { ew �-III=III-1 I L-III I 1-III-1 I L-III-III-III-III-III.-III-III-III III-1 �_�I L-III-1 L-III-1 I III-III III III-1 III III=III: Approvals: / Side Elevation 1/4".I'-0" Sheet No. r. - . AC, �I P� S r ��� it 8 s�aoA, � N qf. � IAJ71 .�3C�T/IV c. • G,�/rt,EM•-��a�k � I� � /G�� A,� �� ,�wcrn'H SNbRr'" �N.aArro Black "s +tr 13ormwl o� ��ri�•G. • OF t4,fX' G�NGRI��ii' w O? AONALD G �oNNGT/�i� w n' C3IMONCEVICZ y �/ - ✓ . No.20487 O Q 16 .3 NAL�a • /cLAN XYOWING ,Fx-s?7AJG /�/6a/ �ou�vAHTlO�U � :+1 jA7D NA 9 zOoG N � Donald. W. Moncevicz, P.E. �1 Civil Engineer ab 40 Pond Street S 1 West Dennis, MA 02670 :v Me �OR?So� �N1�i97"/4N GO/Yitl�G7"/O� /yo FIKE>� Town of Barnstable Regulatory Services BMMSTABLE, MASS. M � Thomas F. Geiler,Director 039. v nss. �, �i°tFOMA'�a,� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 January 2, 2009 Gerd Siller 301 Forest Glen West Springfield, MA 01089 RE: 42 Red Lily Pond Rd. Map: 227 Parcel: 055 Dear Mr. Siller: As you may recall, a letter dated July 8, 2008 was sent by this office to you as the construction supervisor of record for permit number 90386. The status of that permit at the time was incomplete with failed inspections. As construction supervisor of record, you are the responsible party to ensure compliance with 780 CMR. Unfortunately, this office has seen no change in status. Failure to resolve these issues by January 16, 2008 will result in a complaint filed with the Building Board of Regulations and Standards against you. Penalties may include, but are not limited to, fines and/or revocation of license. I may be contacted at (508) 862-4034 to discuss resolving these issues. Thank you for your immediate attention in this matter. By Order, Mr 66a>uz o—n Local Inspector Q:zoning5 ppIME rqs Town of Barnstable Regulatory Services + BAANSTABLE, " y MAss. Thomas F. Geiler,Director 4i'°lFo; A. Building Division Tom Perry, Building Commissioner 200 Main Street,Hyannis, MA 02601 Office: 508-862-403 8 Fax: 508-790-6230 July 8, 2008 Gerd Siller 301 Forest Glen West Springfield, MA 01089 RE: 42 Red Lily Pond Rd. Map: 227 Parcel: 055 Dear Mr. Siller: This letter is to inquire about the status of permit number 90386. As you may recall, a permit was issued on February 17, 2006 to remodel an existing house. The last inspection done by this office was October.2006 and to date no final inspection has been performed. Additionally, this office has yet to receive truss designs stamped and signed by a qualified professional engineer. As you are aware, it is the construction supervisor's responsibility the job is done in accordance with 780 CMR and all necessary inspections are performed. I may be contacted at (508) 862-4034 to discuss resolving these issues. Thank you for your immediate attention in this matter. Respectfully, d*reyL. Lauzon Local Inspector Q:zoning5 Assessor's office(1st Floor): assessor's map and lot numb 22 / 0JJ i twE Conservation �--� - - a/ S'M-PTIC SYSTEM Board of Health(3rd floor): INSTALLED IN CO Sewage Permit number. Engineering Department 3rd floor): VWTH TITLE °° 6 9. s e P ( ) ENVIRONMENTAL House number AL TOWN REGU �i0 Definitive Plan Approved by Planning Board 19 ��'�®�� APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN ' OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO 1 ri rt 1 p ti l' S,)c, TYPE OF CONSTRUCTION _ Q l� �2 P�1-1 i 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location 11 C�7 L-l Z `� ) ►u R 3 Proposed Use ►�5 r'=2 1= o O h Zoning District Fire District Name of Owner 90 C?C /�tL-t } lr Y+eZ-u L OC//�/j A 14 o 0 Address Name of Builder S t I�I:tZ 1tD�r= nP2�y>:n .S� �Address Name of Architect I'f 0 G-r'2 4 r C-P-2 Address Number of Rooms UN~ Foundation �'/j C 2 Exterior Roofing 4S P let j LO Floors l` ) N L Interior S����' a C k Heating 6, S N oT 10 Ate'F_ i2 Plumbing �� 4d2�'2 a Fireplace Approximate Cost Jr C900 . 00 Area ` ` Diagram of Lot and Building with Dimensions Ft I F OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Construction Supervisor's License ©Y 4 7 /3 McMAHON, ROBERT & CAROL No 35037 permit For ADD TO DWELLING F i Single Family Dwelling ' Location 42 Red . Lilly Pond Road j' West Hyannisport Owner ° Robert & Carol McMahon Type of,Construction Frame ^ t Plot !—Lot n + Permit Granted May_ 6 9 2, 19 - ' i r Date of Inspection J 19 " -- p Date Completed 19 r r _ 1 'r Sh. ' I � i t t l -� y ,f ~�� l .1. �~ . 4 E ,i ��� ., ,.� �. _i _ _ �. ��,,, � - �� -� �. .4 . - . � , _ ^ , � . .� � ;�� ill � s. ... .�� � '-,•.�, r ��-�r ��_ --,. � ., -�� ,-'�1 F `-�� . {fix �i tPIR.l.L DJ:1WG.5 �._.— ��� way,; it L I�. ��cTio i=T»,L -s Nety 72''Ir ..!Jl zL_S /.I ( �bbRax GRpDE__... ._ ,. Df1:s€ .. c.l�.,.. .r2or-l7 _.�IJD_. f1,k..._.._,....._ ._ 'L_..p, f Nav �'crTIDT► � FTNr� _ .VY.IT.//—E.)i(S ,.N.D ...NowoR_— ,Z,Lb A.013 zxr SILL i r —�Ph'.eorr _* GRr�r�` I the jL ''.. N6W�7Y& 'Y IAU -1:5- o Nb c k it �•_ hl I L , j' j L i I 14 ; w 6 ;le K �J j"x! ski�kh a .. I P csrrttcs_st t�.: C K -w �k SS A1»JL1 T"J.,ph �O,_ f L. ( ti v�yF3. BNT� L El bu 7aRT t.c �. 'i .. � � _ �� sib.• ' -- - -- -' I . f I i �ifP X } I. a (` k t: : I - I s �'r h�i i .• r �, a �_. ' j fl€fie-� 7�i, s� ���� �'��c g � i0�{,r�.a' �F"�,y� � �SI'�yF y :�i � i{'+6'£::, '�-n4-, „..ray' 68lS�it�i - �t5 � r�Y.►rann+� ��g�':;.F{��..5,3L4i1i$�sa[8�'itSeSf.' -..�r2'.b4Y'�M�!ljfrrtia C9YSSfK'!�+;S22i '1llYi.F.I'I141� r.'ZF:Y rv!7.. 7�iS3'.F�I.afrigl�Cft4. � - 4',' �-- Assessor's map and lot number ....................u�..2• � _ o��HETo Sewage Permit number .................67 .................................. House num.-I, ............ .. ..... ...R.!I! ...... s S r TOWN OF BARN STA BUILDING INSPECTOR APPLICAT16N FOR'-PERMIT TO G a N!S�+�v c %..."�AlT/P.P.�Q..aX,Sf/.lv�t. ri A r►9 6 TYPEOF CONSTRUCTION ..................................................................................:.....:............................................ /'� 4. ....L :...................19: TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ........ ............ ...................... ..................................... ......�. ........ .... ....... Proposed Use .... ........ dcl.j• /o a.Y¢L it ceA.S vrt t. Acl Ir/ ` $'r�!?'!,!�►°C'' �OS� ZoningDistrict ........................................................................Fire District .....................................%....................................... Name of Owned?41!�eT¢ ...........Address .7 ... 4G 94........................... Name of Builder o.�f✓I! C. !" 1��al.. �''.A!/rf��.....Address .. �c�.. ,./ .1. !a... �........................ Name of Architect 0 4v ,l/G� ................................Address ................. :.._. f� Numberof Rooms ............ .. .............................................Foundation ...... ................................ ...............X:../... .w.•?�� ; ,�i- y er.dAe �,�,�•�a�S 2 3LT t13 -A�sPjYAA-TS11iA3keS Exlerior .....S //.....7P- ku.9.4X9.94...................................Roofin 4* / ja �G91 /�� LT Floors ..- 0 i—s'rji y '. Interior ../..).V v��...`..VN'Plil1,S 14 ed.. ..................... Aj Heating . ...... 0 ,V a ....Plumbing .......... j®.". —..........:.......................................... 1 - Fireplace ......... .®.A,/ IL ....................................................Approximate Cost ....6./.0.0 O .............................. ...... ..... isx zs, ' Definitive Plan Approved by Planning Board ---------------____-----------19--------, Area 3 /�.. s'.................. ............. 6-0 Diagram of Lot and Building with Dimensions Fee d ........................... '.................. SUBJECT TO APPROVAL OF BOARD OF HEALTH v �— 75' 10 3S' "of y0, o C. Con�sTifueT,or� IS `O i Poo4. r >v gs' . I hereby agree to conf all the Rules and Regulations of the Town of Barnstable regarding the.above construction. � ? �� Name ..................................... . .. ..... . ... .. + . � McMahon, Robert @ Carol A=227_55 ' | ! ' > ^ ` ' ] ` No A337..... Permit for .. .famil ...............�@��l-f_nu`�--------------- � �� � � . ' Lit. v'��m" . ' Location �', '-.� .� ........................... o , ............ .............................. .��� bwner CJg�4. .�����---'' _--------' ----- -' - . Typo of [ohmruction .............fram................. _ . . . .................................................... . Plot ---------. Lot ----------' ' ~ . . . - ^ ` Permit Granted ....................J��e-.l-]V � ' ' ' - lA ^ Date of Inspection ------------ u�. � Dote Completed �.�---.�������----lVm*«� . . ' ~ - . . ' , PERMIT REFUSED ~ ........................... ..............................-- l9in - - _ . - ' ^ ................................................ . . ' ' lQ . mmn . ..,- -���........................................ ---------------- ^ 8�N ' _- -~ . ' . .................... ' . . | ' THE T TOWN OF BARNSTABLE i MARNSTAUL i 1639. M �•� BUILDING INSPECTOR o�G PY�`� APPLICATION FOR PERMIT TO �� TYPE OF CONSTRUCTION ..................... ... � A ....... �A!? ........................... .2 ............. ..........................i 9 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to/ the following information: Location ....T. ../j ... 1./.. .. ...��! ....�y. ` ,!4S! � .............................................. ProposedUse ... . .......................................................... ..... .......................................:.. ........................ Zoning District ........lf.4.'9J.....................................................Fire District 1,fiA`r,G- /La? ���5%/l�,1s�1L/e.................... Name of Owner �� ?` .. G ��� �'.a.....................Address Name of Builder ....Q. l ....Address ..........14!! r Nameof Architect ..................................................................Address ...........................................................,......................... Number of Rooms ..................................................................Foundation ./:59, ......Gro1......................................................... Exterior .�.Mte.�W?ed......................................................Roofing ..S/ /A /° ............................................................ Floors ���e��=/"/,...........................................................Interior .................................................................................... Heating //OT.....(.v.X//,"adt:.............................................Plumbing .... /......................................................................... , �a Fireplace ............................. ...................................................Approximate Cost ...........0,0.r.OG................ ................. .... Definitive Plan Approved by Planning Board -----------_______-----------19________. / �® Diagram of Lot and Building with Dimensions �® SUBJECT TO APPROVAL OF BOARD OF HEALTH O J IL ;Jr 0 11 d = boo z w < 0 (D Qz cr < m � a- j�: a. ►moo ocwa.N oo � � d O _j Uj = n, �'`Jn OTC LLj CO r oQ � UJ Z < cn < j/ /0Q, \\ f,L I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .�% .! ..:.... �... c ...................... _ LI McMahon, Robert P. 15428 add to single No .............. Permit for ....................................family � dwelling _—.—..—,^--,.-.----.--.—.—.-----' � 42..I�ed Ii7y Poru� Ioxad Location --..-. _---._^---_-----.. . , � -'—'—'----'---'�—'' U���~^' � Robert P. 2icNaboo Owner --.--------------_----'- -� frameTypmmfCunm�uc�on —.------------,. < ` � —.—,--~...---,—.--------..----, � / Plot ............................ Lot ................................ . ' Permit Granted ......... .23............lg 72 . '. Dote of Inspection l9 --------- . ( ' ^�� � Date Completed —..��—�— 19 , 0 x`� « � �r��. ' ^���� �� °�" PERMIT REFUSED � l9.~..—..----..—.—.~—.------..,' � � ' | � � --.—..,--.—...,-..---_.------.—.--. .---...--......---.—..------...---. ^ . � ^ '~'~—~—^^^'--'--^'^^---`~''^^^^~'---^^^ � ( ` ! � ----.—..—_.--....--...—..-...—_--..' . . ' ' Approved _----------.---- 19 ' ' --------'—^'---'—^'^--'--'-----' , ............... .............................................................. � ' -- �x./sT'iNG s3mvNa t ,y�i�.� . SON/NG s;�'T�BA GK S A Rg,A d.�. N 24, 3ol Wmmo 10 it 40 . - .2 ol --- — — — — 24.2 �c O 6.89 MOVR�-�,eE19u/ M S 3 ,W1-tW -K Y. .46 -O" ti c.B 7G. oZ c.a. . Bt.tt'N A Lch L 14 Y MONO /2 OAJ> h G w� JA aF,y�s s' o' P UL O? DONALD �yG SS. SS<:oJeS 7SE W. 50 Co o MONCEVICZ H / �/� 2-7 Pi4/e G,l'L Jr -o ,A No.20487 .0 SePNlc I 9osONAL6\� DoN.,�.o yV. Mm�carvicz , 1 Sf-lOW/NG p/eOPos,�'D 40 9 - 6 DESIGN ASSUMPTIO NS Loads: c T/C Live: 40 psf B/C Live: 0 psf T/C Dead: 10 psf B/C Dead: 0 psf �0 Duration Increase: 100% ------- Joist Materials ------- Deflection Criteria: L/360 Live L/240 Total Type Qty. Length Product Building Code: Other (Allowable Stress Design) ------ _ ---- ------ ------------- R1 4 28' 0" SPF #2 2 x 10 Jl 62 14' 0" v v G1 8 14' 0" v v Design assumes maximum unbraced length of 8.00' J3 2 171 21 0" v v U G2 4 3' 0" v v 1142' 0" Total length J • ------- Post & Beam Material ------- � € Type Qty. Length Product ------ ---- ------ --- ------- Wana Ln B1 2 20' 0" 24F-1.9E 1 3/4x9 1/2 f M B8 2 16' 0" v v M B9 2 10, 0" v v r 92' 0" Total length ------- Blocking Materials ------- Ln r- .. CD r a ,'� Type Qty. Length Product -� p 00 W J 3 IA ------ ---- ------ ------------- x n` �� 71 FXX (R/L) 82' 0" SPF #2 2 x 10 3 N M W 82' 0" Total length O Lo QI a All product names are trademarks of their respective owners �/ W� J1 cv 1^ y 1 J1 `� a i 0.i z xf .. o 4' U a Ln44 4'r 4 a � �g 4�4 1 B - L N 9 - 2 PLY L R1 CN 1 Ly 'vi a a � - Q J1 N N J1 Job Name: shipping Address: Loads: T/C Live: 40.psf B/C Live: 0 pef i - T/C Dead: 10 psf B/C Dead. 0 pef Duration Increase: 100% 46 0 T.—s..,, BO B.I 0\BBv\.OBB\nBI9'[<cEvi000.LOB Key mark 1st BNBB0.BaiBBB,ZNC. Floor ' - LoAds - - Plot Page : f , i le-Z a _ uo /aif M Q 24. 37 V �� Amick 41 �i .fixIX 7//-AG �8•,�t � � 1� O i .2.4.2/ of ry 7 � � 44.00 8 � N 2 2:zz.rsrN G.B. 7a, oz c•.a• �, ; vAAAXIe ,cc3L".-Y N _zz/.e->z5 'I � G��27''I'f'Y �—"�NG�,e►T,� �Or�t/ti/A.4T/IJKI /S iC�'X'ATi�A qS .SNaciN. Donald W. Moncevicz, P.E. Civil Engineer Y. 40 Pond Street Y. �ZH OF M� West Dennis, MA 02670 �o DONALD yN W. v 'MONCEVICZ cn •� .e ,p No.20487,p Q 9p FG�STE<` �k, AL /J/.k6� C�JZ, I